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10115 SW NIMBUS AVENUE-3 MirNYww t.+ .a,..,Mr.+,.u..r:�.w�•awra�«w.a.v::w:..a�u:a::s.:e•+ss�r..�,au +uu�iu+�,...,...�.«.- r•�4..�.: 3f F "' z H 3 U1 b1 cr H Cf� I 10115 SW NIMBUS AVENUE MISCELLANEOUS INFO. +ar yr 'wr •+� na +� .ar ��r 'oar .00 NINIBUS C."41--`dNTER 10115 S.W. Nimbus Avevac Tigard, Oregon At Nimbus ('enter, the word "center" is More than 64% of those people earn between much more than a marketing strategy. You $15,000 and $50,000 per year, with a mcdian are in the middle (: the activity, income of $32,388. Look at the aerial photo: Nimbus Center The occupational mix shows 70% white is surrounded by neighbors whose success collar professionals, pr.)viding a stc,,Ay flow will undoubtedly breed success: Washington of qualified cus -im.crs for the retailer at Square. Koll Business Centers at Tigard, Nimbus Center. Beaverton and C'rc,�ksidc. Cascade Plaza. Arid a very large (and growing) residential strikingly attractive design, plentiful base• parking, and very competitive lease rates add to the. obvious: Nimbus Center offers a The area's impressive demographics rare opportunity to be at the center of should come as no surprise. The population success. within three miles is over 85,000, and the five-mile arca encompasses almost 200,000 1986 demographic estimates provided hr people, h a median age of 33. Domielli, Marketing Seri-ices, Inc. NIMBUS CENTER For leasing Information Please Contact: Equities Northwest (503)227-0423 Cnrrent tenant linting and placement. Architect: Thompson Vaivoda & Associates, A.I.A. A. OREGON FInST BANK 3,300 SQ.FT. B. V4j!AN7- 679 SQ.FT. C. CLASSIC DRY CLEANFRS 1 1,972 SQ.FT. D. PRINTRIGHT 1,325 SQ.FT. Iz/rgvo E. hGST—is-f`*R6�1FBR 1,008 SQ.FT, F GENTLE DENTAL, 1,581 SQ.FT. G. HEATII/ZENITH COMPUTE6S 3,847 SQ.FT. I1. 'AVM 5ownrAis 1,111 SQ.FT. I. NIk!BUS C11190PRACTOR 1,114 SQ.FT. J. VACANT 4,272 SQ FT. K. LIBERTY NORTII W EST INSURANCE 998 SQ.FT. L. TECH FURNITURE 2,056 SQ.FT. K L A B C D JF G H 0-1 Ll U Li ULIUU Ll ILI # :t low f A w r r i t .t., n. ,tt 6 � 1`-E` ✓E'er' �r C��,..,n: T Jeje' F w /ni i71 Ci C7 r:►� f s �;T ten)K 01 / ALi 5 G /ak �,i/j MAt14/@E r e 4 cC �d�sr►.t ,v r�✓ .k /mss �'/?�yv c r /�• '� 0,4??O i -- A C: �'` a � �� o� _._... . . Via► �::� m � � 1 l r�^!► Ll I/ r.. Lu 41 Vq uj iu _ a. m cn Z t1 � di 1 ' J ro f 1 ..LV f \\ \ \ .4'e/s !F 6i o l` i N ' rX < c c 0. . 01 C17. IGARD +DDRESS, a Lb -,00ze, /= 2)31va ' ��/7`�SS321c7C1� 401 4 �y � "0 EA fib, •• +� L 'tG7 L,-7,X111 • lJ � AAl • � v r T I� SAS RLIS O 1110 -J 03AONddV t LIP ilrrLl al .Nl.t.-_ - --__ i I1 , eA Mtn. ,r ,r 1'04' 7,v swa f I '�i/, 1� on f CITY OF TIGARU _639,4i�1--._ _ BUILUING P �- -'� D'A'-TE TAX MAP '-SMLa OT NO. 4-0 V _SUBDIVISION r�.._._. pyy►�p � .IDB ADDRESS BUILD�Ifi _ STATE REG.NO. _ EXP.DATE BUILDER'S PHONILV ARCHITECT`_ �� PHONE _OTHER _ STRUCTUREF� r'rw ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ MOVE L1 OTHER C7 DEMOLITION NL (] RESIOEt_ COMM ❑ EDUCATI')N ❑ IND ❑ RELIGIOUS ❑ACCESSORY Q GARAGE ❑ OTHER U FENCE OCCUPANCY LANG USE ZONE C__BLDG.TYPE FIRE ZONE "" PLAN CHECK BY �� HEAT SEWER PERMIT 11 OCC.LOAD FLOOR LOAD L{ J ^HEIGHT-4d f NO.STORIES AREAA2,_i) NO.BEDROOMS --VAL� BUILDING DEPARTMENT SETBACKS FRONT -i-QX R�_�-l�-L LEFT 51UE RIGHT FIDE �- ' Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE ZONING r/ REGULATIONS AND ALL APPLICABLE CODES AND OROINAKCES, AND IT IS HEREBY AGREED THAT THE Plan Check l / WORK WILL BE DONE IN ACCORDANCE WITH THE: PLANS AND SPECIFICATIONS AND IN COMPIJANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE IF,, RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PERMITS REOUIRELI FOR SEWER,PLUFARING AND HEATING. Stale Tax 7-2-S Toial 3 r g-, 7 Z soc— qf APPLICANT OR AGENT Prepel. ! by o Bal.Due ly 9 - Rqcelpt No. ADDRESS PHONE d Issued By Approved By____._ SSDr 7-1 elk y 75 - SD71 POC SCWER CONNECTION 8 l� 1 �� C),3Z 5EWER INSPECTION $ --�G ,i7 �a, of SEWER SURCHARGE $ / , 4! 194P a� x111I qM IWA MC CITYOF TIGARD September 15, 1986 OREGON 25 Yeors of Service 1961.1986 Mr. Harold Muzatko, Construction Manager Equities Norhtwest 5550 SW Macadam Ave. Portland OR 97201 re: Nimbus Center, 10115 SW Nimbus Ave. Dear Mr. Muzatko: Building Permit #5816 On August 29, 1986 an inspection was conducted at the above referenced address to deter- mine if the building "shell" met with all applicable city, construction and fire codes. With the exception of some freezeproof fire sprinkler heads to be installed, all applicable codes and ordinances have been met. Occupancy of the building will be granted as each tenant spo_e is completed and approved. If you have any questions, please contact this office at 639-4171. Very truly yours, Brad Roast Building Inspector i i 13125 SW Hall Blvd„P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 --� y" WASHINGTON COUNTY FIRE DISTRICT NO. I 20665 S.W. Blanton St. • Aloha, Oregon 97007 503/649-8577 September 4 , 1986 M .B . Hinds Company 4000 S .W . Hocken Avenue Beaverton , OR 97005 Dear Sir : Enclosed please find the stamped and approved plans on the sprinkler modifications for the tenant spaces in Nimbus Center . All are approved as submitted because they were i nstal 1 ed lung before we ever got the pl ans . Please be advised that in the future we wi I I be compelled to issue stop work orders on any work that has taken place without approved plans being kept on site . That is to say , we would I i ke to approve the i nstal 1 ati on before work proceeds . If you have any questions or comments please do not hesitate to contact us at your earl i est convenience . Sincerely yours , W A J�H GTON TY ',FIRE DISTRICT MO . 1 o n K . Dalby F e Prevention Officer S s w cc : City of Tigard Inspector Campbel 1 Equities Northwest STOP FIRES-- SAVE-S LIVES FIRE PREVENTION BUREAU OFFICE CF FIRE MARSHAL r INSPECTION NOTICE OWNER4I to J � DATE __-- OCCUPANT Li _,OCCUPANCY,_ LOCATION YOUR ATTENTION 19 CALLED TO THE FOLLOWING FINE SAFETY DEFICIENCIES: FAILURE TO CORRECT THE ABOVE CONDITIONS W:Tllnj DAYS WILL MANE YOU LIABLE -o FpOSEt UTION SHOUT D FIRE RESULT FROM SUCH CONDITIONS YOU MAY BE LIABLE FOR DAMAGES TO PERSONS OR PgnPERTv r1NDER PROVISIO—, OF ORS 479 100 WASHINGTON COUNTY FIRE AISTRIC7#1 FIRE MARSHAL 20665 S.W. BLANTON STREET ALOHA,OREGON 97006 649.8577 PRESENTED TO,4 FORM 000 ' 40 �..vA+rvw�[maW6�a,fI:M�.�..�.f.:.WILY.�W.iLiTIM.h.WLJ4YILMJ�xWWYt4'4.LL.fIiW,IYW..iW.WlA.iM�- :Mv':n�4,.,u��"aiMlsi.JllY� �•.-•.:WiWn..u.wrY.` ...�:s.W��yr...r.r.w..w.rJn��.r...:brk:,M... ..�r.... 1 VAN 0M"'".EIV/ DATE 7-1138 NO. L,OOIJEN & AUG, s. �� 66 ASSOCIA S PROJECT -nc. it .7 Str1.JCt.Ur;/) E`•nr)iiwMra Nwooi5 CXOy F R 3913 SW KELtV AVE./PORTLAND.OREGON 97201 LOCATION (503)222.4453 -,4 vjfAz 7- ,Y CONTRACTOR OWNER TO 7Nv,YP4_':N� Vv ✓,,2 yiq H 'w T/ WEATHER TEMP. 7-)r-oat /U,a;F AM ,*OA'IVY 45 rt PM PRESENT AT SITE THE FOLLOWING WAS NOTED: �%) OBS� l2 vr.:�� ti1yU.; 7' — _ :�"� _�1�,E�v Tic:::,•v�J rc� M,��r 1J5/GN �Ui �NTS A ':OPIES TO •", i L SIGNED G ff VWA lq�& K WALM VAN DOMELEN / LOOIJENGA G ASSOCIATES Consulting , ructural Engine-rs W 3q3,31-3W KELLY AvF / PORT LANO.OREGON 97201 V5031 2224453 Jc,b- A 00S C,15mneg, Job No. Date Phone 0 with Conference 0 with Field 0 with Memo ■ to VoA _— Subject: VI'01 -e4046e !5,e- --olg:r-cc-. rl Distribution: BAUG# COAP57 (Y i �f.�vtfW i.11�Niel �pj` DATE JOB NO PROJECT I ,oft.rkl Structural E:)prwsrs 3d.13 SW kLLLY AVE /PORTLANU,OREGON 97201 A' S GF/Yrc (803)222.4483 LOCATION TO / CONTRACTOR OWNER WEATHER TEMP. - 0 a O_' .AM at phl PRESENT AT 91TE THE FOLLOWING WAS NC)TED: �3L 4 -_ w¢`-�''� /y/ �Jti%t-1/��[�/� •;'„7•a /L�l,/�af�'1v/��,.�z"_�,� tiG `-...1.��_'�_..-_.__..__._. OF'IF5 To-&)--&-H C� /:�,� 1 Evil1 1 lJ INSPECTIhr' NOTICE City of Tigard Bt ng Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 .ype of Inspoction ► I NJ P. L— Date Requested 7rZ "-3 Time JI-7 A.M.__-_—P.M. Address C1 I_S „�/�J_1 NlPermit #________.._,_____ Owner- --- -- -- Lot # ----- -- - Builder 4he foll.)wing Building Code deficiencies are required to be corrected: P R I r') 9- r- �_,) t_n•�r.� a��f+.t'i A,�C.�� 1�1 KF 2Ac,rc� ' -- C� i>'A--I Ls�S 5i I _1.Al L1 4:�n f4 l-/I C' H C--471-L-olN tLp iAi' C Presented to _ Approved—7 1= ►L Inspector _ � � Disapproved Date CALL FOR REINSPECTION YES ❑ NO l CITY OF TIGARD Washington County, Oregon NOTICE OF FINAL ORDER - BY PLANNING C16SION 1. Concerning Case Number(s): Variance (V 14-86) _ 2. Name of Owner:- Equities Northwest _ 3 . Name of Applicant: Equities Northwest Address 5550 SW Macadam S-320 City Portland State_Q%_Zip 97225 4. Location of Property: Address 10115 SW Nimbus Tax Map and Lot No(s). (WCTM IS] 34AA, Tax Lot 190 _ 5. Nature of Application: To raise the 20% limit on commerical uses is the I-p zone to approximately 25%. 6. A-.tion: _ Approval as requested Approval with conditions NY_ Denial of Appeal 7. Notice: Notice was published in the newspaper, posted at City Hall and mailed to; _XX_ The applicant & owners ___U_ Owners of record within the required distance __XX_ The affected Neighborhood Planning Organization _XIX_ Affected governmental agencies 8. Final Decision: THE DECISION SHALL BE FINAL ON August-12, 1986 Th? adopted findings of fact, decision, and statement of condition can be obtained from the Planning Department, Tigard City Hall, 13125 S14 Hall, P.O. Box 23397, Tigard, Oregon 97223 . 9. appal : Any party to the decision may appeal this docisior, in accordance with the procedures as applied by the Land Use Board of Appeals . The deadline for filing of an appeal is- (Call -LURA 373-1965) 10. Questions: If you have any questions, ple-ise call the City of Tigard Planning Department, 639--4171 . (0257P) .. ..•........v.,.•..u..YYYi1aL.Ualil.iuu.�..........•.a..w...-...w..uuU V.uuu W.uuJJYi1u....... .. r CITY OF TIGARD PLANNING COMMISSION FINAL ORD'_R NO. 86-4KPC A FINAL ORDER INCLUDING FINDINGS AND CONCLUSIONS WHICH UPHOLDS THE PLANNING DIRECTOR'S DENIAL OF A VARIANCE (V 14-86) REQUESTED BY EQUITIES NORTHWEST. The Tigard Planning Commission reviewed the above applications at a hearing on July F, 1986. The public Commission based its decision on the facets, findings, and conclusions noted below: A. FACTS 1 . General Information CASE: Variance (V 14-86) REQUEST: To raise the 2.0% limit on commerical uses in 'the I-P zone to 25%. COMPREHENSIVE PLAN DESIGNATION: Light Industrial ZONE DESIGNA"TION: I-P (Industrial Park) APPLICANT: Equities Northwest 5550 SW Macadam S-"-320 Owner Sante Portland, OR 97225 LOCATION: 10115 SW Nimbus (WCT'M 1S1 34AA, Tax Lot 1900 ) 2. Background The Koll Business Center has been partially developed as thFa .esult Of several Cit y approvals (ZC 23--78, ZC 26-78, CU 33"-70, and SDR 8-80) . Twelve buildings have been constructed within Phase I of the project. Plans were approved for construction on the subject site, but nothing materialized. Site Development Review approval was granted in 1985 (SDR 2-85) for the main building near the southern end of the property. A second Site Development Review approval (SDR 5-86) was _granted in 1986 fo,• a 3,700 square foot restaurant near the Scholls Ferry/Nimbus intersection. The Planning Director denied the above request and this decision was appealed to the Cgmmission for futher re„iew. 3 • Vir:ini_y_Information Phase I of K•oll Business Center is on the east side of Nimbus Avpnue and a separate tract reserved For greenwa and west. between the subject y Purposes lies to the south within Englewood Subdivision are property ofdthe �cr ek�k Residences Beaverton is directly north of Scholls Ferry Road. The City of FINAL_ ORDER 86--,�� PC - V 14--86 -- PAGE 1 ,... y '« J M 4. Site Information and Proposal Description The property is presently undeveloped and the applicant has begun to construct the business/retail building and the proposed drive--in restaurant. The entire project will include 24,093 square feet of floor area in the main buildings and 3,700 square feet for the restaurant totaling 27,743 square feet for the entire project. The I-P zone allows 20 percent of the total square footage of a development to be devoted to convenience sales and personnel services, day care facilities, eating and drinking establishments, personal service facilities, and general retail sales. All uses above this 20 percent limit must be limited to the other permitted, or conditional uses allowed in the zone. The applicant is proposing to exceed this standard by allowing approximately 25 percent of floor space to be utilized by eating and drinking establishments, convenience sales, and personal services . It is indicated that present lease agreements will commit approximately 14 percent of the floor area to these uses and a proposed restaurant/deli of 3,039 square feet would raise this percentage to about 25 percent. 5. Agency and NPO Comments NPO 117 appeared at the hearing and indicated tha`. it: was opposed to the request. B. FINDINGS AND CONCLUSIONS The criteria to be applied when reviewing a variance request are contained in Section 1P , 134.050 of the Community Development Code: 1 . The proposed variance will not be materially detrimental to the purposes of this Code, be in conflict with the policies of the Comprehensive Plan, to any other applicable policies and standards; and to other properties in the same zoning district or vicinity; 2 . There are special circumstances that exist which are peculiar to the lot size or, shape, topography, or other circumstances over which the applicant has no control, and which are not applicable to other properties in the same zoning district; 3 . The use proposed will be the same as permitted under this Code and City standards will be maintained to the greatest extent that is reasonably possible, while permitting some economic use of the land; 4. Existing physical and natural systems, such as but not limited to traffic, drainage, dramatic land forms, or parks will not: be adversely affected any more than would occur if the development were located as specified in the Code; and 5. The hardship is not self-imposed and the variance requested is the minimum variance which would alleviate the hardship. FINAL ORDER 86- -9X PC - V 14-86 - PAGE 2 The Planning Commission concludes that the proposed variance is not consistent with all of the criteria for the following reasons which are addressed in the same sequence as at �ve: 1. The applicant is correct in noting that the purpose statement for the I-P zone calls for a combination of ". . . light manufacturing, office, and complementary related commercial uses . . ." However, the applicant uses this as a partial justification for allowing one additional commercial tenant. The 20 percent limit in the Code in affect defines to what extent these "complementary commercial uses" are to be permitted in the I-P zone. After surpassing the 20 percent limit, these are no longer permitted uses and are viewed in a similar manner as a variance to allow a commercial use in an I-L (Light Industrial) zone where commercial uses of this type are not permitted. Approval of such a "use variance" would be contrary to the intent of the I-P zone and the Comprehensive Plan, 2. There are no peculiar circumstances related to this property or the proposed development which justify the variance. The I-P zone and the limitation on commercial uses applied to the subject property prior to the submission o,° current development proposal. The applicant proceeded with the project with an awareness of this Code provision. 3 . As noted in number 1 . above, once the 20 percent limit for, commercial uses is exceeded, they are no longer viewed as permitted uses in the I-P zone. 4. Physical or natural systems will not be affected by the approval or denial of this request. 5. The hardship, if there is one, is self-imposed and the proposed relief is riot consistent with the intent of the Code or Comprehensive Plan. If the situation in this area has changed as the applicant has indicated, the appropriate avenue to follow to allow for more commercial uses would be a request for a Comprehensive Plan Amendment and Zone Change rather than a use variance. C. DECISION Based upon the above findings and con,.:lusions the Planning Commission upholds the Planning Director' s denial of V 14-86. It is further ordered that the applicant be notified of the entry of this order. PASSED: This day of July, 1986 by the Planning Commission of the City of Tigard. A. Donald Moen, President Tigard Planning Commission (KSL: sb36) FINAL ORDER 86- 62VPC V 14-86 - PAGE 3 E - - E VAN DOME-LEN / LOOIJENGA & ASSOCIATES Consulting E -ictural Engineers 3993 9W KELLY AVE / PORTLAND.OREGON 9-7201 (90.1)2224453 Job�111 _G�NT�,�Z __ Job No. Phone O with Conference O with Field O with Merno to _Gh'EG^ M/LL.E,Q_ T�ycr�.>l�Son� l Vow _ Subject: �,EVGO �Nl�/N�F�INCo 5�✓p� 1�.QiS71�/ LaS l��Q S/G-✓y ,C�,414L rAr y V V Y� IS91VO - 4,vV, 56- A-)R P'Fti,C 2�7-wAT,!r,v "0/vim '% 7 �✓V^ l;qL CuL�T�D N S f0�' ,QiE V/S,E� - 5/G;/�! �,�,iv0 _ gvn�D_/,�T _.�/�/D -yam'/�/�T- To.. �,e.�c� �i✓s/,��' FLS'�h,£' .uvG, '.� _.._-_ x!/tip Pi:,tribution: By INSPECT` NOTICE City of Tigard B ng Department P.O. Box 23397 Tigard, Oregon 97223 / Phone 639-4175 Type of Inspection - Date Requested 15" �� -- Time-_-___ A.M. P.M. Address _- 1 n 15 S J __-' '"�__ Permit # __.-----_---_-., Owner—---—- -------- -- — -- Lot # — _--— BuilderThe following Building Code deficiencies are required to be corrected: -*'�L_�.trs��.. A�'f3,tU✓.ti__ lz�-'ec7 iti �_--41v _-✓-'�.i=_QI-�__-�'P_ts�-=--yL_� �- 4.►>c tJ l _&L [-T t on i rtr�o A►o r -ttf_►A►r s, 44 __I''_l��At� - 1-h1___AL.�--�''`a►�`�__5.1,�i\/l�b.�7.5 �..!y�:� _ /y_. Lf2A f-<C Z--- ---�"C its _�_.�_ �• ,�.�___aE[-ems,/s �� )� - Presented to _ STT ____ I� Approved Inspector _._�— c � Disapproved Date - CALL FOR REINSPECTION P1 YES (l NO INSPECTION NOTICE City of Tiqard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection i .,y �...�� 1r . ', aF_ ---- or Date Requested __ '9 Time___ A.M. _'� P.M. Address _�/��/�--5_�Sc�+� rr c��/S Permit Owner — --- Lot # Builder --— —.._— The following BuilJing Ct de deficiencies are required to be corrected: firAIC; Presented to y Approved Inspector -- / 4 _ � � Disapproved Date -- CALL FOR REINSPF,CTION ❑ YES 12 NO iM INSPECTION NOTICE City of Tigard Building Department P O, Box 23397 I Tigard, Oregon 97223 Phone:639-41175 Type of Inspection tE� `KDE-- !_�.L3 1— i Date Requested G" '"`{ ~ Time A.M. P.M. Address ��/l �`r�/ ! 0.1 IL t_; '� --- _ Permit Owner Lot — -- - - -- — Lot A Builder ------. —_------- The following Building Code deficiencies are required to be corrected: i I r r APP Presented to pp N - -— -- -- n® ►eued Inspector - - •- t_.I Disapforoved r Date - -- -- ., .� ._ _.— CALL FOR REINSPECTION U YES NO i Construction lnv,-%-tion R Related Test.- Carlson Testing, Ince 6 x 1.2 Concrete 130 7381,, REPORT Of i aT SPECIMENS Tit • Lit ,n 97223 Phos 3)b%4-3460 Date Molded: 6 -19 19 86 Job No. _ CP-2640 Permit No. 51J16 Client. Fquit tes Northwest Project: Nir)us-Schol.ls Retail Center Address: Tigard, Oregon - — — Contractor: Baugh Const. Sub Contractor: _ Concrete Supplier: ROSS Island _ Truck No. 81, 81 Ticket No. �:.M 5w- T-4-21699_ ._ Cast By: C. Stasch — Test Time: 1, 6 _ — food No. Weather: Sunny � 73 - -- Temp. High: __ 5.3� Temp. Low: Location of Placement: Slab on grade E to F, A to B, C to D, G to H, H to I, J to H, M to N all on 1 to 3 line. 9 -- 71 . Cu. Yds. _ Concrete Temp: _ Strength Requirement: _ 3000 28 3 I-II PSI a days Slump —Cement Type Mix No./No. Sacks_ Mix #3010B Air Content 3/4" - Max. Aggregate_ Admix. Amount: _ Brand: _ Admix. Amount: _ Brand: _ Set nest a Register -T-Date Date Unit Total Unit Report No. Days ^Number —Rec'd _Test Wt. LoadArea _ PSI No. 1 7 2575 6-20 6 -26 27. 28 60,216 _ 2130 33 28 2575 6-20 7 -17 28.27 — — — _— 100,100_ 3540 40 28 2575 6-20 7 -17 27. 28 _ 98,443 3480 40 _ Hold 2575 6-20 28.27 — — Not Teste II 7 2576 6-20 6 -26 28.27 --' 72,812. 2580 33 28 2576 6-20 7 -1.7 28.27 106 430 _ 3760 4 _ 28 2576 27. 6-20 7 -17 28 - 107.9 1 Hold 2576 6-20 28.27 -Not Te _ Remarks: CC: City of Tigard Thcu ps on Va i voda, Archs. -� -------- Construcrion Inspection&Rrlarrd 7csts Carlson Tesfing, Inc. 6 x 12. Ccx►crete P.O.Box 23614 REPORT OF _ TcST SPECIMENS llgard,Oregon 97223Phone(503)664-3460 6 -18 86 CP-2640 Permit No. 5816 Dute Molded: 19 Job No. -- Client: Hquities Northwest Nimbus-Scholls Retail Center Project: Tiqard, Oregon Address: _ Baugh Const. Contractor. _— _ Sub Contractor: Concrete Supplier: Ross Island Truck No.81 Ticket No. 11-4-21625 Gast B C.M. Yuckert 3 By:— _ Test Time: _—_ _ Load No. Showers 70 50 Weather: Temp. High: _ Temp. Low- Slab lines (C-D) , (E-F), (G-H) , (I-J) , (K-L) , and (M-N) . Location of Placement: 77 Cu Yds. Concrete Temp: _ Strength Requirement: 3000 PSI a 28 days Slump 31' Cement Type I — Mix No.!No. Sacks Mix #3010B Air Content , Max. Aggregate 3/4n Admix. Amount: Brand: Admix. Amount: __ Brand: Set Test a Register Date Date Unit Total Area Unit Report No. Days Number_ Recd Test Wt. load PSI No. 1 i 7 2556 6-19 6 -25 75,640 28.27 2680 30 28 2556 6-19 7 -16 28.27 112,784 3990 39 28 2556 6-19 7 -16 28.27 �- 111, 147 ` _ 3940 39 Hold 2556 6-19 28.27 Not Tested cc: City of 'Tigard i Remarks _— eaugh t'onstxitehion o — --------------_-_—_ — --- 'Mcvpson Vaivor3a, Archs. INSPECTION NOTICE City of Tigard Building Department P o Box 23397 Tigard,Oregon 97223 Phone. 639-4175 Type of Inspection Date Requested Tirm_ A.M. X P.M. Permit Address Lot Owner Builder The following Buildi,ig Code deftienti- are required to be corrected: Presented to Approved Inspector ❑ Disapproved Date CALL FOR REINSPECTION YES NO INSPECTION NOTICE City of Tigard Building Department P 0 Box 23397 Tigard, Oregon 97223 Phone.639-4175 Type of Inspection &11.6-- Date Requested --- Time A.M. P.M. Address Permit Owner Lot & Builder 'The following Building Code deficiencies 3re required to be corrected: Presented to Approved lnsrw.ctot Disapproved Date CALL FOR REINSPECTION YES NO Construction Inspection&Related 7i!sts Carlson Testing, Inc. 4 X 8 Grout P.O.Box 23814 REPORT OF TEST SPECIMENS ngard,Oregon 97223 Phone(503)8&1-3480 6 Data Molded: __ b 19 86 lob No. C'-2640 Pr-snit No. 5816 Client: _M__ Dquities Northwest -- Project: Nimbus-Seholls Retail Center Address: __ Tigard, Oregon Contractor: . Bavgh Const. Co. Sub Contractor: _ G'KW Masonty __y Concrete Supplier: N�tb 3_ -------- Truck No.53_— Ticket No. _ 14983 Cast By: . R• Dodson — Test Time: 10:00 load No. 1 Cloudy 70 45 Weather: Temp. High: _____ _ Temp. Low: _ `_- West wall toward center. Location of K-isement: 7 Cu. Yds. Concrete to nn: Stren th Requirement: _ 3000 NSI ® 28 days Slump Flowable _ Cement Type 7 1�2 sack Kurtz Mix Mix No.Ma. Sacks _! Air Content- Max. Aggregate_ 3;'R"Pea Admix. Amount: Brand: Admix. Amount: _ __ Brand: --_ Set TesfRe T— � Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt, load PSI No. I 7 2440 6-7 6 -13 28,634 16 sq irl 1.790 24 _+V 28 -2440 6-7 7 - 4 55,806 16 sq i 1 3490 38 28 2440 6-7 7 - 4 55 725 16 sq 1.1 3480 38 Remarks: cc: City of Tigard r- — _-- ----- ------ Thonp3on Vaivoda, Archs. w w F Fw Con.snruction Insfwc-tion&RelAted Tests Carlson Testing, Inc. P.O.Box 23814 4 x 8 Grout Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)"4-346U Data Molded. _ 6 -4 19 86 Job No 4(1-___ Parmit No. 5816 Ckent: Bquities Northwest ___ _—� -- ---- - -- -- ------- — Project: —Nimbus-Scholls Retail Center _--- Address: Tigard,Oregon --- Contractor: BaU h Const. Co.- Sub Contractor: Masnnry___. _ Concrete Supplier: NeraberL� -�-- Truck No. .__ --- Ticket No. 14947 _ Cast By: -- B. O'Connor Test Time17:40 -- Load No. Cloudy 75 55 Weather: - Temp. High: -_- Temp. I.uw: Block wall on 1 line T to R 2nd lfit. Location of Placement: ---•--- - - - Cu. Yds. 4 -�Concrete Temp: Strength Requirement: _. 3000 PSI Mme--doy%Slump-Pl cwahl P Cement Type 7 1/2 sack Kurtz Mix Mix No./No. Sacks- Air Content_ ��__ Max. Aggregate " .PPA-- Admix. Amount: Brand: -� Admix. Amount: _ Brand: Set Test a Register Date Date Unit Total Area Unit Report No. Days _ Numbar Recd Test Wt. Load PSI - No. I 7 2408 6-5 5 -ii 34,804 -6 sq in 2180 21 28 2408 6-5 - 2 6 sq in 2.8 2408 6-5 7 - 2 6 sq inrinArll 1 cc: City of Tigard Remarks: - --- - - Thcnwon Vaivodar Archs. ■1` "min` c� INSPECTION NOTICE City of Tigard Building Departmc it F O Box 23397 Tigard, Oregon 97223 _.Z Q' / Phone 839-4175 Type of Inspect;on Date Requested-_ � _ Time A.M. P.M. Address ,-� C-//_�� t� —�� Permit # Owner Lot _ Builder The fallowing Building Code deficiencies are required to be corrected: Presented to _ - - Approved Inspector ❑ Disapproved Date - -- ---- 6 `'---cL CALL FOR REINSPECTION ❑ YES '6 No Construction Insperriun l4 Relured Tests Carlson Testing, Inc. 2 x 4 Mortar P.O.Box 23614 REPORT OF TEST SPECIMENS Tigard,Oregon 87223 Phone(503)684-3460 6 -2 86 CP-2640 Permit No. 5816 Date Molded: 119.-- Job No. Client: ____ Equities Northwest ��__ _-------.-_- - - Project: _ Nimbus-Seholls Retail Center Address: Tigard, Oregon Contractor: Baugh Const. Co. Sub Contractor: __GK`G___ Concrete Supplier: Job Mix _ V Truck No. _ Ticket No Cast By: W• Scheribel Test Time: load No. _. Clear 80 55 Weather. Temp. High: — Temp. Low: Rear wall line t - L to R, 1st. 4' lift. Location of Placement: Cu. Yds. _ Concrete Temp: Strength Requiremei t: 1800 PSI ®_28 days Slump_ Workable_-Cement Type Mix No./No. Sacks lupe S Air Content_ Max. Aggregate Admix. Amount: Brand: Admix. Amount: Brand: Set Test® Register I Date Date Unit rota) Area Unit Report No. Days Number Recd Test Wt._ load PSI No. 1 7 23131 6-3 6 - 9 5,161.3 3'14 1640 20 28 2381 6-3 6 -30 7,871.3 3'14 2510 36 28 2381 6-3 6 -30 8,010.1 3.14 2550 36 Remarks: cc: City of. `Tigard 0"11 eonst. ea. `lianpson va i vola, Archs. �' '•e s � .r w cwt Construction/ns/rctYirrn 1'?Hrlatrd 7csh Carlson Testing, Inc. 4 x 8 Grout P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)58I-34GC Date Molded: _ 6 -2 , �9 86 CP-2.640 Permit No5816 Job No. . Client: Dquities Northwest_ -- — Project: ____-Ninb►ts-Scholls Retail Center Address: Tigard, Oregon Contractor: _ Baugh Const. Co . GKW Masonry --- _- _. Sub Contractor: Concrete Supplier: _ Western Pacific — Truck No. _ _— Ticket No Cast By: _ W. Scherihel --_— -- _ -- — Test Time: — Load No. Weather: Clear ----- —^ 80 - -- -- -- Temp. High: —_-._ Temp. Low: _`55 Location of Placement: Rear wall line 1, 81 to 121 , A to I line 1, 0 to 41 , 1 to R. _ ---- -- Cu. Yds. ----Concrete Temp: -- _ Strength Requirement: 2000 28 Flowable 7 112 sack Kurtz lx — PSI ®_�.—_days Slump Cement Type Mix No./No. Socks Mix # 886 Air Content-- Max. /8" Pea ax. A;�gregate Admix. Amount: Bran. : —, Admix. Amount: Brand: . NSet Test Register Date pate Unit Total ---~ Unit Report— O Days Number Recd Test Wt. Load I /`rea -----}t--- PSI No, I 7 2380 6-3 6 - 9 -- 50,940 16 sq n 3180 19 28 2380 6-3 6 -30 —" _ 63,577 16 sq n 3970 3r1 28 2380 6-3 6 -30 _ - --- _— 62,549 16 sq n 3910 35 I Remarks: - cc: City of Tigard _ 11impson Vai vola, Archs. ---- —~ Constniction/nalwedon&Related 74-,tLr Carlson. Testing, Inc. 4 x 8 Grout P.O.Box 23814 REPORT OF TEST SPECIMENS Ttyard,Oregon 97223 -�-- - Phone(503)664-3460 Date Molded: 5 -30 - 19 86 Job No CP-2640 Permit No. 5816 Client; __ Equities Northwest T _� Project: _Nmbus-Seholls Retail Center Address:-__.Tigard, Oregon Contractor: rBaugh Const. Co. Sub Contractor. _GKW Mason Concrete Supplier: _Western Pacif is Truck No.376 Ticket No. 102751 Cost By: —. W. Scheribel Test Time: __ _ Load No. _ 1 Clear. 85 60 Weather: _ Temp. High: _ __ Temp. low: Wall line 1 x A, to K. Location of Placement: 4 Cu. Yds. Concrete Temp: _ �tren th Requirement: 2000 PSI ®?8 days Slump Flovable _Cement Type 172 sack Kurtz Mix Mix No./No. Socks Mix # 886 Air Content Max. Aggregate_3/8" Pea Admix. Amount: . _ Brand: — Admix. Amount: __ Brand: Set Test a Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI _No_ 1 7 2363 5-31 6 - 6 38,324 16 sq i. 2400 18 ' 28 2363 5-31 6 -27 54,283 16 sq i 3390 34 _ 28 2363 5-31 6 -27 53,664 116 sq i 3350 34 _ cc: City of Tigard Remarks: Baugh 00TISt. Cb. Thomson Vaivoda, Archs. INSPECTION NOTICE City of Tigard Building Department Box 23397 Tigard,Oregon 97223 Phone 639-4175 i Type of Inspection - P.M. G-7 Time�ZL_ A.M. Date Requested _ Permit #-- — Address SZ� -- "—"" Lot --- Owner Builder . -- - -------- -The following Building Code deficiencies are required to be corrected: i� "`00 J Approved Presented to Disapproved Inspector - �- ny Date CALL, FOR REINSPECTION (-I YES [-�fNo Grnstructiun In.+wctiun&Related 7csts Carlson Testing, Inc. P.O.Box 23614 4 x 8 Grout ngard,Oregon 97223 REPORT OF —i TEST SPECIMENS Phone(503)6M-3460 Ua,e Molded: -- 5=29 — 19 86 — Job No. CP-2640 Permit No. 5816 Client: _ 17guities Northwest Project: Nimbus-Scholls Retail Center Address: Tigard, Oregon -----------•-----._ Contractor: Baugh Const. Co. Sub Contractor: ,GKW Masonry Concrete Supplier: Western Pacific _ Truck No:�3 Ticket No. 102488 Cost By: --W. Scheribel Test Time: _ load No. 1 C1.e,7ir 90 65 Weather: Temp. High: _—_ Temp. low: Back wall south end 4e lift. Location of Placement: —_ Cu. Yds. 5 _Concrete Temp: Strength Requirement: _ 2000 PSI ®28 --doysSlump_Flowable Cement Type 7 1/2 sack Kurtz Mix Mix No./No- Socks Mix # 886 Air Contemt — �� Max. Aggregate Admix. Amount: Brand: Admix. Amount: _ Brand: Set Test a Register Date Date Viiii Total Area J Unit Report No. Days Number Recd Test Wt. load _ PSI No. 1 7 2353 5-30 6 - 5 48,13.3 6 sq in 3010 16 28 2353 5 0 6 -266 sq i 63,490 .3970 31 28 2353 5-30 6 -26 62,944 6 sq in 3930 31 cc: City of Tigard Remarks: — ------ -- _�. Thompson Vaivodat Archy. CarlsonTesting, Inc. t�-Construction 7nri,rn&Kc/arnf 7'csrs 6 x 12 Concrete REPORT OF EST SPECIMENS PO.Box 23814 T '- ES -- '1lgerd,Oregon 97223 Phone(503)684-3460 Oeste Molded: _ 5 -29 19 86 CP-2640 Job No. perrr.it No. 5816_ Client: F-qultles Northwest Project: Nimbus-Seffolls Retail Center -'.---------------_�_`-------- -_- -- Address: Tigard, Oregon — — -- Contractor: Baugh Const. — ��- -. Sub Contractor: Concrete Supplier: Ross IslandR ------ _. Cast By; W. ScheribelTruck Nd8 -T714--205261 Ticket No. _ _-4-20526 ---------_ -------- Test Time: - Load No. 1 Weather: Clear -- — -- — _ ---- Temp. High: 40 Column footings G2, H2, 12, J2, — Temp. low: 65 Location of Placement: _ —' - _-Cu. Yds `—R - Concrete Temp: _ Strength Requirement: . 3000 - — PSI 0 28 _-- days Slump 2 1/2„ Cement T 1 _ Mix No./No. Sacks Mix #3010B Type Air Content Max. Aggregate 3/4" Admix. Amoun►: _ Brand: _ Admix. Amount: _ Brand: Days Set Test® Register Date Date Unit Total - ----- _Na. Da _ Number Recdload Test Wt. Area Unit Report 1 _ _ 7 2361 5-30 - 5 ---- No. 2361 28 83,274 8.27 2950 17 5-3U -26 --- —. _ ].08,839 8.27 3850 32 28 2361 5-30 -26 - --- ]-10,380 8.27 3900 32 Hold 2361 5-30 - - — Not Tested 8.27 y of Tigard ------ - --- --------- Remarks: Cit _—_ - 1'hcm on Vaivoda, ?lrchs. ---.�----- - -------- INSPECTION NOTICE City of Tigard Building Department P O Box 23397 Tigard, Oregon 97223 Phone.639-411775 Type of Inspection S Date Requested -'r'�"� 9 Time -- A.M. P.M. Address,rS '/f '��a� . -� -- Permit Owner— ---___`..__. -- -- Lot ------ ---- Builder The following Building Code deficiencies are required to be corrected: Presented to _ _/ -- , Approved Inspector J lJ Disapproved Date '— CALL FOR REINSPECTION [] YES 0 NO Construction InapecYion&Related 7cstc Carlson Tesfing, Inc. 4 x 8 Grout P.O.Box 23814 REPORT JF TEST SPECIMENS 11g rd,Oregon 972:3 -_-— --- Phone(503)684-3460 Date Molded: 5 -28 ' 19 86 — Job No. , CP-2640 Permit No. 5816 Clicnr: Equities Northwest ------------ Project: Nimbus-Scholls Retail Center Address: _ Tigard, Oregon Contractor: Baugh Const. Co. Sub Contractor: GKW Concrete Supplier: vWestern Pacific _ Truck No,355 Ticket No. 102394 Cost BY: W• Scheribel Test Time: . Load No. 1 — Clear 86 56 Weather. Temp. High: _ Temp. Low: _ Back wall 2 ccx:rses Location of Placement: Cu. Yds. __. _ Concrete Temp: Strenth Requirement: 2000 _ I'SI a 28 days Slump- FloWable Cement Type 7 1�2 sack Mix No.l No. Socks Mix # 886 Air Content _ Max. Aggregate_ 3/8" Pea Admix. Amounr: Brond: Admix. Amount: __ _ Brand: Set Test® Register Date Date Unit Total Area Unit Report No._ Duys Number Recd Test W►. Load PSI No. 1 7 2347 5-29 6 - 4 49,715 16 sq in 3110 -_14 28 2347 5-29 6 -25 73,465 16sq in4590 28-- 28 2347 5-29 6 -25 72,448 16sq in 4530 28 cc: City of Tigard Remorl,s: - -- - — --- -- ThctrVsc,tn Vaivodar Archs. Constnution Inspection&Rclatcd 7est% Carlson Testing, Inc. P 2 x 4 Mortar P.O.Box 23614 REPORT OF (EST SPECIMENS Tigard,Oregon 97223Phone(503)664-3460 Uofa Molded: 19 5 -2$ 86 Job No. C'P-2640 Permit No. 5816 Client: F�quities Northwest Project: --- --- Nimbus-Scholls Retail Center __ ---__�------- Address: _Tigard, Oregon Contractor: Baugh Const' Co. Sub Contractor: -_ GKW Concrete Supplier: Job Mix Truck No. Ticket No. W. Scher.ibel Cost By: � Test Time: -- load No. — � V Clear 86 56 Weather: y, ,_ ___ Temp. High: _ Temp. Low: _ Back w,-t11 I . Location of Placement Cu. Yds. Concrete Temp: Strength Requirement: -- 1800 -_PSI ® 28 daysSlump Workable Cement Type Mix No./No. Sacks Type S--- Air Content_- Max. Aggregate Admix. Amount: Brand: Admix. Amount: _ Brand: Set Test® Register Date Date Unit Totul Area Unit Report No. Days Number Recd Test Wt. Lead — PSI No. 1 7 2346 5-29 6 - 4 4,034.4 3.14 1280 15 -- 28 2346 5-29 6 -25 3.14 7,475.4 2380 29 28 2346 5-29 6 -25 _ 7,372.7 3.14 2350 2— cc: City of Tigard Remor s: — — ----- - — -------- Thcnpson Vaivorb, Archs. qff Construction laspection&Related Tcso Carlson Testing, Inc. 6 X 11_ COrICi'P_tP P.O.Box 23814 97223 REPORT OF TEST SPECIMENS Phone 503)NOregon -3460 _ Phonef503)684-3460 Date Molded: 5 -28 19 86 Job No. CP-2640 Permit No. 5816 _ _ _ — - Client: __ ---- Equities Northwest — -- - ------- Nimbus-Scholls Retail Center Project: —_ -------- ---- Add•ess: _ Tigard., Oregon Contractor: Baugh Const. _ Sub Contractor: Concrete Supplier: Ross Island Truck No.76 _ Ticket No. T-420468 Call By: C.D. Brawn _ Test Time: 2:00 Load No. _ 1 - Clear Y 86 56 Weather: — _— Temp. High: _ Temp. low: Foundation stem walls at east and west building ends; interior column Location of Placement: — --- --- - footings on line 2. — 70 --Cu. Yds. _ Concrete Temp: Strength Requirement: —_ 3000 PSI a 28 _days Slump 4 112" .Cement Type 1 Mix No./No. Sacks__ Mix #301.0B Air Content ____ Max. Aggregate 3/4" -- Admix. Amount: Brand: — Admix. Amount: Brand: __ _— — Set Test a Register Date Date Unit Total Area Unit Report No. Days Number Recd T(-,- Wt. Load — PSI No. 1 7 2345 5-29 6 -- 4 75,858 28.27 2680 13 28 2345 5-29 6 -25 94,978 28.27 3360 21 28 2345 5-29 6 -25 95,955 28.27 3390 27 Hold 2345 5-29 28.27 Not Tested Remark:: _ �.— cc: City of Tigard nauy --- ------- ----- - - -- Tharrpson Vaivoda, Arch:,. INSPECTION NOTICE City of Tigard Building Department P O Box 23397 Tigard, Oregon 97223 Phone.639-4175 Type of Inspection T.t.: cE2 r' I&1 C--2 Date Requested g — Trow A.M. P.M. Address ell oO sS Permit #____Lo: st Owner . _ . �.�_� _�---- Builder - - -- _ _- ----- - -------The following Building Code deficiencies are required to be corrected: Presented to ___ Anoroved i Inspector _- �- — �_^ __._..__� �� Disc pproved Date CALL FOR REINSPECTION Dyes Z NO Canrtruction Insrartion&Related 7es•s Caron Testing, Inc. P.O.Box 23814 6 X 12 Concrete Tigard,Oregon P1223 REPORT OF - TEST SPECIMENS Phonrr(503)664-3460 Date Molded. 5 -23 _, 19 86 lob No. CP-2640 Permit No• 5816 Client: Squiti es Northwest- Project: Nimbus-SCholls Retail CE--nt.et...... ------ --____ __ __-----------------._._-_ .--- -- Address: .__- Beaverton, Or oc on — — ---- ------ -- Contractor: — Baugh Const. _ --^--- _ Sub Controctor: Concrete Supplier; Ross Island —`�,! � _— Truck No.F l Ticket No. Cass By: W_Scheri:3el _ Test Time: Load No. _ 1 Clear 60 40 Weather: .�� Temp. High: _ Temp. Low: Footing line 1 x ,J to R. Location of Placement: — Cu. Yds. .—__— Concrete Temp: --._-_ _ Strength Require,ic.jt: _ 3000 PSI ® 28 days Slump 3 1 4" — Cement Type Mix No./No. Sacks, Mix #{3010B�__ Air Content, _-.-_ Max. Aggregate___3L4f__ Admix. Amount: — _ Bronc': Admix. Amount: ^ Brand: -- Set r Test® Registor Date Date Unit Total Area Unit Report No, Days Number Recd Test Wt. Loud FSI No. I 7 2331 5-24 5 30 77,71.7 28.27 2750 i2 28 2331 5-24 6 -20 107,708 28.27 3810 26 28 2331 5-24 6 -20 108,960 28.27 3850 26 Hold 2331 5-24 28.27 Remarks: CC: City of Tigard SPI-L n truction M. -- --- Thcu son Vaivoda, Archs. INSPECTION NOTICE City of Tigard Building Department P 0 Box 23397 Tigard, Oregon 97223 Phone 639-4175 type of Inspection F SL c:-,-i- N Date Requested --5 ;K Z f 6 Tin. µ A.M. P.M. Addreti C-)-1 U-r— Permit Owner Lot Budder The following Buildi g Codn deficiencies are required to be corrected: -z— I 9C KD I J Ir a I S H Z- '2 r Presented to Approved Inspector [J Disapproved Date CALL FOR REINSPEC71ON El YES Ef No Construction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT Of 6 x 1.2 Concrete Ttaf SPECIMENS nberd,Oregon 97223 Phone(503)684-3460 Date Molded:�_5 -22 _, T9. 86 Job No, CP-2640 Permit No. 5816 Client: Bquities Northwest _ _— __,____- Project: Nimbus-Scholls Retail Center Address: _ Beaverton, Oregon Contractor: ^ �auyh Const. Sub Contractor: - Concrete Supplier: Ross Island __. Truck No. 77�. Ticket No. _45299 _ Cast By: _ R. " n Test Time: 9:30 'Load No. 6 _- Clear 68 43 Weather: _. Temp. High: Temp. Low: _ Location of Placement: Raised floor No. 17 & 18. — 49 63 Cu. Yds. Concrete Temp: _ Strength Requirement: �— 3000 PSI ® 28 daysSlump 411 —Cement Type _ Mix No./No. Sacks Mix #3010B Air Content— Max. Aggr^gate—R 4" Admix. Amount: Brand: _ Admix. Amount:.— __ Brand: Set -Test a Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt, load PSI No. 11 7 2306 5-23 5 -29 88,989 28.27 3150 11 28 2306 5-23 6 -19 28.27 28 +2306 5•-23 6 -19 26.27 Remarks: — cc: Baugh Construction Co. —_- "r 1ry of Ttgard Thmpson Vai.voida, Archs. Construction/n"-don&Related rest` Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(EM)W4-3480 Dots Molded: __ 5 -22 19_86 lob No. _4'`2640__— Permit No. 5816 Client: Bquities Northwest Project: Nhitms-Scholls Retail Center Address: Beaverton, Oregon Contractor: — Baugh Const. Sub Contractor: Concrete Supplier: _ Ross Island Truck No. 18 —_ Ticket No. 1-4-20281 Cast By: _ A. Ewlr!SL ;est Time: 12:50Lood No. 1 Clear 68 48 Weather. Temp. High: Temp. Low: Lccaho.v of Placement: _ cteriur stripfooting P.nd associated shear wall footings along 1 A to J. Retaining wall west end rf parking lot. 40 58 Cu. Yds. Concrete Temp: Strength Requirement: 3000 --PSI 28 days Slump_ 3 1/2" Cement Type I—II Mix No./No. Socks Mix #3010$ Air Content Max. Aggregate_ 3/4" Admix. Amount: Brand: Admix. Amount: Brand: Se— t lest® Register Date Date Unit Total — A ' Unit Report No. Das Number RecdArea Test _Wt. Load PSI No. I 7 2295 5. 23 5 -29 82,582 28.27 2920 _10 7 2295 5-23 5-29 i 83,057 _ 28.27 2940 10 28 2295 5-23 6 -19 110,840 28.27 3920 25 Ha,o 2295 5-23 28.27 Remarks: cc: City of Tigard _-_SNGW717Yn—sE7ruction - `I'hanpsson Vaivc,c?a, Archs. 'W IV tlll INSPECTION NOTICE City of Tigard Building Department P O Box 23397 Tigard, Oregon 97223 --Phone 639-4175 Type of Inspection 1—_ oC` r /A►y---/L/--- A.M.--P.M. --------_ Dete Requested--.:S— 2-2. & — Time L/- — A.M. —P.M. Address �� Uc.J �,1 LN ��3.� Permit A�� -- Owner--------_. _-- - _ Lot BuilderThe following Building Code deficiencies are required to be cor,Pcted: e✓.�io JC f ? L✓Jidtr �... Presented to Approved '�,r� Inspector � _- disapproved Date -- CALL FOR REINSPECTION YES NO I Construction lnapectron�RelatrJ Test.,Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS 71gard,Oregon 97223 Phone(503)664-3460 Date Molded: 5 -16 , 19 86 Job No. ( - 640 permit No. 5016 Chest: E4uities Northwest Project: Nimbus-Schollr Retail Center Address: —_Beaverton, ore '— W Contractor: Baugh Const. ---- Sub Contractor: Concrete Supplier: _ Ross ISlElfld — Truck No.31 �$� Ticket No. Cast By: W. Sc:herlbel __ _ Test Time: Load No. }, t Clear 65 - — Weather: — Temp. High: Temp. low: 47 Location of Placement: Columns Cu. Yds. Concrete Temp: Strength Requirement: ,____ 3000 --- --_- PSI ®j 213 days Slump__4 /2" —Cement Type Mix No./No. Sacks_ Mix #30108_ _ Ai, Content __ Max. Aggregate gg egate_ 3,/4" Admix. Amount: — Brand: —_ —_ Admix. Amount: Brand: _ set test® Register Date Date Unit Total Unit Report No. Das Number Recd Test Wt. Load Area PSI No 1 7 '233 5-17 5 -2.3 — 69,194 28.27 2450 6 28 2233 5-1) 6 -13 28.27 -- -- _ 88,631 _ 31.40 23 28 2233 5-17 6 -13 28.27 86,616 3180 23 hold 2233 5-17 28.27 _ -_ - — - -- _ Not Tested Remarks: CC: City of Tigard Thomson Vaivoda, Archs. Construction ingwrtion&Related Tests Carlson Tissti.ng, Inc. P.O.Box 23811 6 x 12 Concretengerd,Oregon 97223 REPORT OF _ _ TEST SPECIMENS Phone(503)664-3460 Dote Molded: _ 5 —15 19 J__ Job No. -- Permit No. 5816 Client: __—Flu. tiea. h — —�-- Proiect: N1 ?-_G`'hrzl_1 s_1tHLL�ritt>=-- —J� -- Address: Contractor: — Ba11]gh cnnst — Sub Contractor: — — ---- Truck No-I.W. -- Ticket No. Concrete Supplier Test Time: _ Load No. Cost By: — — �- Weather: —_ Clear Temp. High: _ 60 . Temp. Low: —40 _ Location of Placement: Columns --- Cu. Yds. . J Concrete Temp: Strength Requirement: _- �ppa_ PSI 0_2S___doysSlump Cement Type d _- Air Content Max. Aggregate �/„r' -- Mix Na /No. Sacks MiY ..#3U.1.08--- -- -- @rand: Admix. Amount: _ _ Brand: Admix. Amou,�t: . _ �- Total Area Unit Report Set Test®� E2222 egister Date Date Unit PSI No. No. —Days l umber _ Rec'd Test Wt. Load I 7 5—lFi - �2 ^_ 75,977 28.27 2690 5 28 2222 5-16 6 -12 113,960 28.27 4030 22 28 2222 5-16 6 -12 112,797 28.27 3990 22 Hold 2222 5-16 Not Tested 28.27 Remarks: —cc s� Cityof Tigard — ---- -- -- Baugh Construction Co. Thanpson Vaivoda, Archs_ — _— ---- Construction Inspection&Related T'asts Carbson Testing, Inc. —�_ P.O.Box 23814 6 „ 12 Concrete Tigard,Oregon 97223 REPORT OF _ TEST SPECIMENS Phone(503)884-3460 Date Molded: 5 -14 19 86 Job No. CT-2640 Permit No. 5816 Client: Equities Northwest Project: — Nimbus-5cholls Retail Center Address: - Beaverton, mon Contractor: Baugh Const. Sub Contractor: Concrete Supplier: Ross Island Truck No.27 Ticket No. T-4-19876 Cost By: _ C. Stasch Test Time: 1:06 load No. 1 Clear 62 40 Weather: Temp. High- Temp. low: _ Round columns approximately on 3 line on A to F line. Location of Placement; _ _ .. 7 63 Cu. Yds. Concrete Temp: _ Strength Requirement: 3000 PSI ® 28 __—days Slump_3°_ Cement Type I-II Mix No./No. Socks Mi% #3010B Air Content_ Max. Aggregate_ 314" Admix. Amount: ._._ Brand: Admix. Amount: - Brand: Set Test® Register Date Date Unit Total Area Unit Report --No. Days Number Recd Test Wt. Load _ _ PSI No. I 7 2200 5-15 5 -21. 82,186 28.27 2900 4 28 2200 5-15 6 -112827 107,930 . 387.0 20 28 2200 5-15 6 -11 108,881 28.27 3850 20 Remarks: cc: City of Tigard Baugh (�Olistruftiuli Co. Thompson Vaivoda, Archs. INSPECTION NONCE City of Tigard Building Department P u. Box 23397 Tigard, Oregon 97223 Phone.639-4175 Type of Inspection _ — �✓ --"__� �.QG� Data Requested Time--- A.M. P.M. ._ _ Address <-__:_11�i_-- --�1.�—_ _-- __ Permit .-------.__._----- Owner_ ��i/L�Ls'c/='_ / _---- Lot # --- Builder The following Building Code deficiencies are required to be corrected: ------ ��P/�u�.i�i�l �ic�iiJ /moi✓!_l��r��t— — -- Presented to _-_ -- _ Approved A-,"Wh% Inspector Disapproved Data CALL FOR REINSPF,CTION Q YES ❑ NO Construction lnspernn&RclCarLson Testing, Inc, Tcctr r, 6 x 12 Concrete nc EPORT OF TEST SPECIMENS P.O. Tlgerd,Oregon 97223 Phone(593)694-3060 hate Molded: .-._ 5 -1 85 f 9__ lob No. CT'-2640 Permit No. 5816 Client: — F'uities Northwest Project: Nus-Sc'hollS Retail Center — — ----- -- Address: Beaverton, Oregon -- Contractor: Baugh Const. — Sub Contractor: Concrete Supplier: _ ROSS Island _ /5 Cast By: C. Stas Truck No. — Ticket No, _�4-19361 c-h -` --- Test Time:12:40 Lewd Rain No. — —�--— Weather: 59 Temp. High: _ — Temp. low: --43 10 footings 3 line and building line. Location of Placement: — --- �Cu. Yds. Concrete Temp: Strength Req.iiremenL•_ 3000 �—� - ---- PSI PSI ® 28 __daysslump 3 ---�- -Cement T I-II Mix No./No. Sacks Mix k3010B ype----'— _ Air Content .___. Max. Aggregate 3/4" Admix. Amount: Brand: Admix. Amount:—_ Set! Brand: Test® Register Date Date _ Urn'} — _No. Days Number RTotal Unit _ ecd Test Vi►• Load Area PSI Report T - _ - No. 7 2132 5-2 5 - 8 r_ - _ 60,809 28.27 2150 3 7 2132 5-2 5 - 8 --- --_— 61,010 28.27 2160 3 28 2132 5-2 5 -29 - - 102 620 28.27 28 2132 5 -29 -- - -3630 -9 - 5-2 103 560 28.27 s. r Remarks: cc: City of Tigard - -- - Thanpson Vaivoda, Archs. -- — Con.strucvion lns1wt-tion It Xchted Tests Carlson Testing, Inc. 14 6 x 12 Concrete P.O. re on 97 223 REPORT OF Tcb I S°ECIMENS Phone,Oregon -3460 Phone(503)681-3460 Date Molded: 4 —30— 19 86 Job No. CP-2640 Permit No. Client: , Equities Northwest— Project. -- orthwest_Project. .___- Nimbus-Scholls Retail Center Address: Beaverton, oregor, Contractor: Baugh Const. Sub Contractor: Concrete Supplier: Ross Island Truck Nd74 Ticket No. —419IAI Cost By: R. DcxIs2n Test Time1z.Q0.___._.___ Load No. Weather: _ Clay Temp. High: _61 _ Temp. Low: -_ 45 Footings. Location of Placement: a — —Cu. Yds. 50. Concrele Temp: _64 Strength Requirement: -- 3000 PSi 028 daysSlump.3n Cement Type Mix No./No. Sacks__Mix #3010$ Air Content _ Max. Aggregate--34m-- Admix. 34 —Admix. Amount: r Brand: _ Admix. Amount: _e_ Brand: Set Test® Register Date Date Unit J Total Area Unit Report No. Days Number Recd Test Wt. — I.00d PSI No. I 7 2121 5-1 5 — 7 69,925 28.27 2470 ? 7 212.1 5-1 5 - 7 69,261 8.27 2450 2 28 2121 5-1 i -28 105,670 28.27 3740 8 28 2121 5-1 i -28 104,881 8.27 3710 8 I cc: City of Tigard Remarks: Dns 7u-c— .1 Co. V _ Thomp:;on Vai.voda, Archs. _ _ ------------ INSPECTION NOTICE City of Tigard Building Department P O Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection _ 3 M. Time _ A.M. P. Date Requeste-!_.______---- Address _ 14-5 3— Permit _ Lot tt Owner _ — Builder _..__ The following Building Code deficiencies ere required to be corrPcte& i-7 _ X21 -•f` �__�--�-.---�--=--1�-'-�T _- Approved j Presented to ❑ Disapproved Its sector y' > CALL FOR REINSPECTION ❑ YES Pf NO 99 Carson Tesfing, Ince Conttrvcrt'on/ns�-don&Related 7csrx . 6 x 12 Concrete REPORT OF - TEST SPECIMENS P.O.Box 23814 — Tigard,Oregon 97223 Dare Molded: 4 -29 Phone(503)684.3460 CP-2640 19--86 Job No. Permi L: No. Client: Equities Northwest Project: Nimbus-Scholls Retail Center Address:- Beaverton, Oregon ------^ ----.- Contractor: Baugh Const. -- ---_ Sub Contractor: Concrete Supplier: Ross Island --`— Truck Na4 Ticket No. Cost By: 41. Scheri;�el --, Test Time: _ _ lood No. Cloudy � --=-_- Weather: 58 - - Temp. High: _ Temp. Low: 41 Location of Placement! COlurrn Eads. _ --- — _Cu. Yds. _ _Concrete Tem Strength Requirement: 3000 ---. PSI 28 _ ___days Slump 2" Cement Type _ Mix No./No. Sacks_ Mix #30108 Air Content ---_—._— Max, Aggregate__ " —� Admix. Amount: — Broad:,— _ Admix. Amount: — Brand: Set Test® Register DoteDTotal —r-- No. Dots Number Recd —Testest Unit Wt. Load Area Unit Report I. 7 — PSI No. 21.14 4-30 5 •- 6 - -- 77,321 28.7.7 2740 1 7 211•; 4-30 5 - 6 ---'- - _ 76 894 28.27 2720 28 211.4 1 --�. 4-30 5 -27 L16,430 28.27 4120 7 28 2114 4-30 5 --27 115,341 28.27 4080 7 Remarks: CC: City of Tigard Thcffp3on Vaivoda, Archs. — — mom TECHNICAL ENGINEERING CORPORATION 8835 S.W. CANYON LANE SUITE 405 PORTLAND, OREGON 97225 15031 297 • 3721 April 29, 1936 Greg Miller THOMPSON, VAIVODA & ASSOCIATES ARCHITECTS AIA 1010 S.W. 11th Portland, OR 97205 Re: Nimbus Center The following changes to the storm sewer e erusystem are being requested by the Contractor and are acceptable 1 . Storm sewer manhole at Station MH 3+33; change tostandard Clean-out 3+33. 2. 12" concrete culvert pipe from station 0+00 to Station 2+50; change to 12" P.V.C. plastic pipe conforming to ASTM D-3034 specifications. 12" concrete culvert pipe from station 2+50 to Station 2+33; change to 10" P.V.C. plastic pipe conforming to ASIM D-3034 specifications. 4 . Storm sewer from endtcatch+basin beaencased3inaconcrete 6" line from th as per attached detail . It is my opinion that there should not be monetary change in the bid price for the changes noted above. Very truly yours, TEC NICAL ENGINEERING CORPORATION Zety�>c•� J,�� ►f,, Thomas L. Amberg, P.E. ENGINEERING Pl.ti HIVING SURVEYING I Iv r A 4 /4 �¢c� 4 I lily lz:rf��-- A ` i `f A =11.1 NOm15KIG� r-O(Z al � I2.I V, am P P'OOA P 21=1w F-s ev. S..^ L AY Ov 7 b� p,-rf� � UM UPrIpIV DESI Gh� C= 2lTErz Ifa SQ0_Aj �EII ZON (,U I►�� c� G. ESO tit P r i S)K (141W� (L COF S YsTcM z00F'GI J, RIGI a INSv �. VE--1 rL IJP'NI I-- Ft, T- TLu!SS !=S 2. - OOle, ` TYP `[S(' % L-7 MAQS,4,,Ro Aczav%'Jo �1!J 1►J G /��Z®.A >� �t T�; H C n {Z o 01= E,I�fT (�- MAK3tSN,rzD Ro!: "ICxG 5PA�JS Col � CA0T' L-S -4'(t) u5v-m rL )e- 4 17;V 2114 C_ 21- 0f- 0/(. (1 A,-r rz I u h 1_'_a LAz C4 C rc Tl Nps PA S-r i 1' x' 1 GAS. EA �F FT- (C. APT'L) . .o xX4.g3' r o x 4 ,13'/ (0°14 fZEGUGE SPAC.INC� —'J'� wAL_,_ SPAty IO %I uJ FILBERT R. KENND IR. CONSULTING FNGI EER S 2, 2 h 12 I Ic sl C7` V11 O 7c 1<-Sl PRINT [) (2 s I ar (t)ALL, Li-) L z s 4.vV 4 7S m) o L_ ; l � rz M r.3 W r�(-)z rz- -��/'r,►N� VJ �� r"� 738 EAST RURNSIOE PORTLAND OR 97211 L 8S6• C� IC.1♦\J W Qrz- ��/ Q f�TQ. 1 u H 236-1551 OREGON --- DATE L< kQh� R.KENNE�� .JR. CONSULTING ENGINEER JOB NO15= R� �r , I LICENSEDIN CALIFORNIA•COLORADO-IDAHU•MONTANA-NEVADA-OREGON-WASHINGTON SHEET NO. _J._ coc)k4 SpA IJ � � _ irOl KLr n �a'" x 1.5— �00 K x 1V LAM Gg = �,)rs� rI,15 ��ti = .128►'IIxI�� SFFYZIIJCa 26GJU^ � r Fdf2- c—c GAP O2 EG7I11V, C 7 I- G,'' A Co" 1�- USE S '1% �, -2 4 �► cre, ; Z. 16 W_sI x I, Is C-\/h .,t I I<SI x �� fZC.TIoQ = 13,-1 "e— (JSE EC-C C ,4 ' CTYt'ICAV_) HC-AAER (2.., F-WT v7-\e SPAN = CA I.�' lU .$SK1F HCFIO�R Ca RBST V- 001-it, SPA" tk) _ ,85 Kt-F ( )S E (3) 2 h H EAQL(Z. d DV-11,JWK STA r-*JRI Vr- THRO CU - I K L 1= z S I< 2 h IQ CC CA, P IF=P LIM UNCD F-_tz r=-A E-_N �Z' HF_(AQIM2 C.. VEST IBIA-t.\,,VALt-- SWAti (.0 = .`7 4�1 k Lz 1-1 7I ti= U S 1-- (3 HEAD 2 Q C)/Z_I VE 7HR-U GAIJc�F'Y JF'A►J ��` _ '4 2S V L� M US r 2 P 738 EAST BURNSIDE PORTLAND OR 97214 236 15!'.1 WE .At.BEW Ru KENNEY,:JR. CON'SuLT INC, ENGINEER JOB NO. LICENSEDIN CALIFORNIA•COLORAU1,-'EAHO•MONTANA-NEVADA.OREGON-WASHINGTON SHEET NO. r ��OT► IJ 5 �VS� �SOO PSS CSPtiG > 'T' YF' P,R1 `a LNNI� U) '� I, I l�L� b(C F20►J� Qcorz uer�) �u�0 A�rz ' uM F' (�Sft 'Z ' - Ca" SGS Q.. ;= -Ori T- (Coa uttz.' aj/ A7 2 I U H P, — 5►o lvA1. .- \V/o A-rrziuN EW S Dc A�.a1 ElV o) u/16 N-r z ►o N f = 7 �- T l t; N tJ D GU� Q V F� F = 4 K' �► sC�j J 0721v � TH�.l.1 / � . �rl � ) K_ STA P � IDpLFacv DRIVE r H zo F'(DU rZ-_ " W IDS ; MIN ) COki7 1 KJ E!> Q ►G, v E r� c�.►� �_� (Z E�c--j— R C7C..�►"�t1 U` �- ��' I :.�� F'- �-_ T Y F' M t� l� ST f3K »e '11!nNSllA r)ATE ALBERT R.ICMNEY,,JR. GONS UETING ENGINEER JOB NO LICENSED IN.CALIrJRNIA•COLORAUO-IDAHO-MONTANA-NEVADA-OREGON'WASHINGTON SHEET NO. '3 (.. AT' F CD 2G f v 5 4 r 6S K- = 4.54 K- V w IQ O (,U _ (1.7 )t -'D,() 17 x 1 = O.0 I S K V too 6 o T - 7, 93 oe v G• o N-r tL o L._ V TfZAUS V - Va = 3.67 V- v V b : 7. ©g VD = 1,I7 IL Race St4E°AfZ �C'SV QUIT Gt�J C. C-:,R 1 D fi V = 3 .�"1 USE �M �►T R ES\S�T 3' I-+14 H Go►- 5 hr= .etc FA vJ T_%_ I4,411coo L- F RO ksT (kj)" G UjAi-II- E3FTW A, !j r Ati-)CHorx GOL O Ft✓ rA,' / (2 ) P(GTAII.APPIN4 cv/ (2J .0 H tail I z _r 6 r)fZ �WvT v . 738 LAST RLIRNSIDE PORT AND OR 47214 23fi 1551 DATE ._----- Y ALBW R.KENNEY JR. CON%LTING ENGINEER JOB NO._______ LICENSEDIN CALIFORNIA•COLORADO-IDAHO-MONTANA•NeVAL' OREGON-WASHINGTON SHEET NO. ._.:._ V c.� G•R. �3 = 7. D S H E AT H W A l_L 3 (I) S I z> n--c- ST R uc z fi 11,,..V Tz:) W/ f� �J �Z �,r / 12 1 (S 6 L�> Com, V_ U i&!Z-_ H Q S oL_.TEat 'Tn 1DE!>l.- ST u v pFZZ PA 2 a5 Q_ Ei,�aS Ir~ NO c � yy A i5F_ -r- "raz_r-_ Al-50 A6 Z' 4 V (?_ G rz I r C _ -, s-7 2r ^ 0, p- K_Lr tJO2M (-,��_, Nl>IL..IC> QF WALT_ e-- FJ p_,r: skrz�.1r<s AIJ AC:BquAT V e Ca 2\t) p _ 1, 17 `� rtr- = 4G P r o av - dr-c- F oYZ_ A Q W Al.;.. C.0vrs 2 r1.16,I A N r r•..- �2 o N M_ o u R FTS% 1-17- = 7 7S' N Ak 7. 7S� M (per '�, � " rL / rT /,\sS u *'` 2 1t Ti - F''wI us I N C, tr t v I ( U S r-' CJ F S of *4 4 " 1 N 4 G M U _- 7, 2 0 Y-/rr ( w I u lr, o rz s mvI�) �,5 8 K c�►� 738 EAST BURNSIDE PORTLAND OR 97214 236 155 _ DATE .4" R.KENNE'Y,JR. CONSULl ING ENGINEER JOB NO. LICENSED IN CALIFORNIA-COLORADO-IDAHO-MONTANA-NEVADA•OREGON•WASHINGTON SHEET NO. d UT G ANX-,0Y Fo r< C�r1 v THr,-.v A t )Stip 1^a �..�"�1�T ;,5�'AI � �:-•, 1�. ( i' .; : 2 � PS Cc l,.,L � F ("x(,:�4- x 9,11 _ .334 K_k-T v - 2(, ��, " 4 2 + /FT ;��T kc- I of-L 3 /pr 4r l r 14'x t-oA r-� a PAPA PF-T /z (26 "x 2,5 -- , o4 ) Z -3/i.-)1 jz._) � IS 'I O q I<--,/F-r t-4 AX e Z47 -- 04 x 2, 3 = 01-7 5 IG /F:7 USP Z X CV 5EL STn- p,,AG f 2x $ # I (HOP- +-- ) (DCS. �- INTBtCsrlCrtiaN� c_ou �r.� Use_ T7-�- F pt2 Ir` )e 1, 3 x X11 = 7 7 'SIN A I L- ge )t.) IvAIt...S SPLIE,E �3� N A1►�� O pArAr r N,f z C u-r out ��S `tS BH T� 5 Pw►� ILt ISL Use- Q-x� >� `�/,�„ -rs - U ksI -T.C::) Pew aarz DrZ� v 1 lli �-As r mNj s PORTLAND OR 97211 236-1551 LATE ALBERT R.KENNEY,JR. CONSULTING ENGINEER JOB NO ddfPG III.FNSFnIN CALIFORNIA-('01ORADO•IDAHO-MONTANA.NEVADA.0RF(i+)N•WASH!NGT0N SHEET NO *•a *w +� +I� at �1 � �.. AI QT2IUNI, SUPF'02T P_--tJTrL'jo) W , I ��',i-L—F S PAN 3co S- 6 * 174- M- Ac r 7,4REACT 14� z ,9Co 1c. COW- Fplt NL.MG- r ^I jy Co N i CANT`S-- �V�'PaR'�' fp � , �G SPA1.�; q.9`�� M = S jib" d1� F x Sor4r % —rv� Z Por O s T P►^ov. = �4 I 738 EAST SURNSIDE PORTLAND, :)R97214 238.1551 ALBERT R.KENNEY,JR. CONSULTING ENGINEE(? DATE _ JOB NO. I If FNSFD IN CAI IFORNIA•COI ORADO•VDAHO•mnNTANA•NFVADA•()RF(ir)N•WASHINGTON SHEET NO. Z _��'► G/c '� OtC rr ov BUILDING RECEIPT NAME: � , tL �� DATE: 727 c - l ACCT. # DESCRIPTION AMOUNT 10-435 Sign Permits 3 10-43.' Building Permit Fees 10-431-600 Plumbing Permit Fees 10-431-601 Mechanical Permit Fees 10-433 Plans Check Fee 10-230-501 State Building Tar 30-443 Sewer Connection (20%) 30-202 Sewer Connection (80%) 30-444 Sewer Inspection 3 57.>. 51-448 Street System Dev. Charge 52-449-610 Parks I System Dev. Charge (PDC) 52-449-620 Parks II System Dev. Charge (PDC) 31-450 Storm Drainage System Dev. Chr 10-230-505 TRFD (95t) 10-435 TRFD (5X) - .4 10-230-506 Washington County Fire lel (95%) 10-478 Washington County Fire #1 (5Y) 10-220 � Amart/Wedg-wood TOTAL Less Prepaid Plan Check (Separate Check for Leron Heights $150.00). (hr/1214P) y��M�'... 7 •Lan4...t w-.Y7n'Mr'+•van.,(wilN' u..1 e6"'>-w <nnr..,, :dr.dw Y..r.l•...n:.N v. BUILDING RECEIPT UA1'h:: AMOUNT 1 ACCT. N DESCRIPTION s �-•l—' 10-435 Sign Permits � /y�•� f / Permit Fee, 10-432 Rrri ldtng /.� Plrimhin{, Permit Fees 10-431-601I _ — C g ,- f 10-431-601 Mecharfl -a1 Permit Fees /7 .2�------ 10-433 Plans, Check hr,,• s - �_�� 10-230-501 State ]w 'fax ilding — 30-443 Sewer Connection (20%) - -- 30-202 Sewcr Connection (80%) 30--444 Sewer Inspection $ 51-448 Street System Dev. Charge (SDC) 52-449-610 Farks I System Dev• Charge ( t'UC) -- 52-449-620 Parks 11 System UP" Charge ( PUC) S — 31-450 Storm Drainage System Uev. Chrg (SSUC) s 10-230-505 TRFD (95X) s 1U-435 TRFD (5X) s 10-230-506 Washington County Fire U1 (`'`�2 ) g 10-47R Washington County Fire iJ1 02 ) 11)_'112 Ama rt/Wedgewood s I'rr lurid I'I.rn r'heck -- ) (Separate Check (or Leron Height: 4150.00). (hr/ 1214P) PLEASE TAKE THIS TO THE CASHIER FOR A RECEIPT NAME: 1i�s `� DATE:`—t_ � 1 Q� HIK vs C-COMR ACCT. # DESCRIPTION __J - AMOUNT 10--220 Refundable Performance Bond Qeposit ___ 10-435 Sign Permits HOP TU 10--436, Public Sewer Plan Check/Inspection Fee 10-436 Public Storm Plan Check/Inspection Fee _ 10-436 Street Dedication/Public Improvement Fee �0-436 — Street Opening Permit 10-437 Subdivision Applications: _ S MLP 10-440 Zoning Applications: ZC CPA ZOA PD SDR Misr SCE CU SLP V 21-442 Str•Qet Light Fee ___ Y s,_-.—•_ _.� 10-451 Document Sales: PlanningBldg. 10-451 _ Street and Traffic Signs__ cK� TOTAL �� 260 (1045P) CITY Or- TIGARD 839.1171 DATE 19 13UILDING PEP.MIT a!!j II-'/ TAX MAP/S/-P//+?;_T N 5 -O. -r�fV-U, ^'1BDIVISION OWNER !CYJd C.�YE�i _. ...- JOB ADDRESS H1111 DER _ STATE REG.NO EXP,DATE Hl11LDER'S PlegE _*2-!J7._r7_,0_q_1� 3.__ ARCHITECT PHONE OTHER 5TRUCTURF It N[W I_I REMO )EL L.1 ADDITION— U REPAIR Li MOVE -1 OTrtti I-1 DEMOLITION 1 RESIDENCE COMM I_l EDUCATION I_l IND U RELIGIOUS U ACCESSORY 1 GARAGE I 1 OTHEP U FENCE O("CUPANC/Y7 - 2= LAND USE ZONE _ BLDG.TYPE FIFlE ZONE "^ _PLAN CHECK RY 7w_ HEAT SEWER PERMIT N OCC.LOAD FLOOR LOAD HEIGHT NO.STORIE5,, AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT_ � A . -- SETBACKS FRONT >s tel_ E LEFT SIDE RIGHT SIDE Permit _ �j� OQ 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 _� I_� 7� WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.C_k.Fire RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS - _7 7 -2, TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tex / n SDC-- Total d PDCN APPLICANT OR AGENT Prepd. -- - Receipt ADl)RE9S PHONE Bal.Due L� Issu 1e V'- -___Approved By_ CITY OF TIGARD -� 839.4171 5 815 BUILDING PERMIT DATE-!kb- u4� 4 j96(, OWNER;�i TAX MAPl;i _ L rte-- _SUBDIVISION I �_�u• CQlnter 7 j� — --- JOB ADDRES'Oiulbua Ve. BUILDEFt ----_ .--._ . � X111 !tA 11VOtttwtat _ STATE REG.N0. EXP.DATE BU a'S PHONE 2a*-AA 4 __ ARCHITECT - - PHONE OTHER STRUCTURE NEW — REMODEL ADDITION REPAIR MOVE OTHER DEMOLITION RESIDENCE COMM EDUCATION IND RELIGIOUS ACCESSORY GARAGE iOTHER FENCE OCCUPANCY 1,4 LAND USE ZONE ii BLDG TYPE -� — -- FIRE ZONE PLAN CHECK BY' HEAT --- ,-tI'nil sin • Y�r :i a u4lh SEWER PERMIT N - OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT �- rTax -- SET 8ACKS FRONT REAR LEFT SIDE RIGHT SIDE Pe --- - _ PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING PlaREGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE . �i'1 WORK WILL BE DONE IN ACCORDANCE WITH THE. PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI. �. RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS SEPARATE PERMITS REOUIRED FOR SEWER,PLUMBING A`9 JEATING. St *72 ToSDC-- PPLIANTPrPDCN l_ � Rec6lpt No.Bat_ — �— N6Af Issued BY..—_— --.—Approved dj I DATE INSP. TYPEINSPECTIOW REMARKS PLUMBING y�DATE \V r A 1:0 Contractor T Permit No. c�%�-a s Lt i-� L2L-C.E�.� Rough in _ _ Fixture Final y HEATING Contractor —�� Permit No --- fy` Gas or Oi l -- `--��-�— Rough In Final SEWER Final DRIVEWAY [Finaltorm Drainage (Rain Draln)Final Sidewalk Curb d Street Final Approach BLDG.DEPT.FINAL TEMPORARI CERTIFICATE OCCUPANCY Final CERTFICATEOCCUPANCY Landscaping �_ _ Zoning Final CITY OF TIGA D � 639-M ins eccivvs call Vx: J O 1 b 8111LGING PERMIT DATE 1 ebru.+� 4 —19. TAX MAR:: LOT 0 SUBDIVISION OVr.4ER_ �,16+11a5 L.+-pi.• r– _ JOBADDRES�'�F{ib SAY@ o � "^ BUILDER _ fiiN __ C - STATE REG.NO. _.EXP.DATE BU -I'S PHONE ARC ITECT __.— PHONE --___OTHER STRUC?URE �.� 1 NEW REMODEL [_ ADDITION REPAIR MOVE LJ OTHER DEMOLITION I RESIDENCE I COMM EDUCATION n IND [ RELIGIOUS ACCESSORY I GARAGE OTHER FENCE OCCUPANCY LAND USE ZONE BLDG TYPE f' FIRE ZONE PLAID CHECK BY HEAT Catistruct coca&-Tical uuiluini; all per aPProveki 1,lauw and code reyuilrewerita, sU0jk-L1 �- LU k tahinp',Lon Co. 1'1, 1 requlreC.letit9. .,itework. L rr it i,;.wlS SEWER PERMIT q -- OCC.LOAD FLOOR LOAD �'' HEIGHT -IU NO.STORIES AREA2 1' '5 NO.BEDROOMS VALUF'_ _ BUILDING DEPARTMENTSET BACKS FRONT Uee I'! =F!':REAR LEFT SIDE RIGHT SIDE Per it _ 1t' •UU THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN 1HE BUILDING CODE, ZONING 11 i S.2U REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Pla e,,k WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Ts t— 2 jolu WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF 111IS PERMIT DOES NOT WAIVE PI.Ck.Flre RESTRICTIVE COVENANTS, CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS -- TAX PERMITS.'ZEPARATE PERMITS REQUIRED FOR SEWER.PLUMBING AND HEATING. State Tax 12. d, t, , _ -- SDC— TotalFD4t,+ sJU' APPLICANT 6R AGENT Prepd. s`1.4L_ 4JZU.UII -- P. Bal.Due Receipt No. l ADDgE88 PHONE � �' `I _-- rIssued By __----APProvsd®y ' s.ur:r..utV.Nw.w.4r.-."-Yrs.'....,..w rF'. .�:.WYw.r..^-. - _....". ...... ....u:.... • . .•.,.r.:'. ... ....,:..... ._ .. ... _. ....es.,-. -.... DATE INSP. TYPE INSPECTION REMARKS PLUMBING ATE -3_ //yF- z_ Contracto p. pe► 0 Q� /G" AEtf A(-CsvL rr Af r G rw Permit No. �alfl.n�Lz_Z1E.�,�2�3��Sz.eJcs2�; - (�ro !o ._-- Rough-in v q '1 a Cf ee G �X Kct► ��tic c_ ' F al-- HEATING -!;,-z 2 S- !-2 — �o a��n� o -Iva Contractor Q Permll No. ". L-k-" u�. sv-P� Gac,C ��c Gas or Oil -- Rough-in -- Final SEWER Final '— DRIVEWAY i Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Flnal Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE O:CUPANCY Landscaping Zoning Final �'�OCo N a , WASHINGTON COUNTY FIRE DISTRICT NO. 1 �1 0� • 20665 S.W. Blanton St. Aloha, Oregon 97007 • 503164913577 «, DIST. January 31 , 1986 Mr. Tom Ambury Technical Engineering Corporation 8835 S. W. Canyon Lane Portland, Oregon, 97225 Dear Mr. Amburg: ;Nimbu a �oll Business Center ga rd, Oregon r' This letter will confirin our discussion of January JO concerning the fire- fighting water supplies as shown on the civil engineering utility drawings, with the understanding that the Nimbus Center building will be provided with full automatic fire protection. The locatirn of the fire hydrants with respect to the structure are within the limits established by the regu- lations of this jurisdiction. On the other hand, and as I mentioned, the Fire Prevention Ordinance of Washington County Fire District No. 1 prescribes that one fire hydrant be located within 70 feet of the fire department connection to the automatic sprinkler- system or, conversely, the fire department connection be located within 70 feet of a fire hydrant. Subject to this stipulation the civil engineering utility drawing is here- by approved insofar as we are concerned. I hope this letter will assist in clearing the way for the further development of your project. r WA-41 TON U 1Y FIRE T ,ICT NO. 1 C Wilburn Dodge Fire Prevention Officer jcc cc: 61d Walden John Hagman STOP FIRES — SAVES I VFS fi�� CITY OF TI17i4IRD January 1.0, 1986 WASHINGTON COUNTY,OREGC)N re: Nimbus Center Scholls Ferry Rd./Nimbus Ave, Equities Northwest 5550 Sh Macadam Ave. Portland OR 97201 attn: Mr. Mutatko Dear Mr. Mutatko: As per your request, the building and sitework permits for th, above described locatio,i will. be issued upon payment of $14,418.77. These permits reflect the Plans aE shown on Sheets A-1 through A-7 and S-1 through S-4 as prepared by Thompson, Vaivoda and Associates, Architects. Aru, Walden j Building Official ETW/jdo k!'� ` r �,?�ly �'Y'�d ,• �MFF' - 4 lJ� rro Mfr. --•a'�0MLW.ASH PO-BOX 23397 . TiQARb,OFEQON 0 7 �NGTUN c WASHINGTON COUNTY FIRE DISTRICT NO. 1 �f our` R�DIST% 20665 S.W. Blanton St. • Aloha, Oregon 97007 • 503/649-8577 December 13 , 1985 Mr . Rick Tiland Thompson Vaivoda and Associates 1010 S .W . 11th Avenue Pur L i dnd , OR 97z05 Dear Mr . Tiland , RC : Nimbus Center Please accept my apology for this delayed commentary on the pre- liminary plans for this project which I received quite some time ag"o from Mr . Greg Miller of your firm . I lost them . Anyway , our modus operandi is on a crisis basis around here due to the ex- ceptional amount of new construction underway within our fire district . Nevertheless , I have now indeed reviewed the preliminary plans and as a result , I am herewith listing applicable requirements �•:;lich will be pertinent initially and , as time goes by , during the course of development of Nimbus Center . In the first instance , the preliminary drawings relate only to the construction of the building shell . We will , of course , want to review the plans for all interior development prior to the start of construction for all interior spaces . ( Ref . Sec . 303 U I a(-, ) Secondly , and as in the rase of interior development plans , complete mechanical and electrical system plans must be submitted to , reviewed and approved by a representative of this office prior to the installation of any HVAC equipment and its attendant duct work . Also , exits and the wa_v-of-access must be well - indicated by exit signs and must be illuminated to an intensity equal to one- foot candle measured at the floor . ( Ref . Sec . 302 UMC , 3313 and 3314 UBC ) As mentioned in our telephone conversation of December 12 , those portions of the exterior wall which are located ten feet from the south property line are required to be one-hour fire-resistive construction . (Ref . Sec . 405 UBC ) STOP FIRES—SAVES LIVES Mr . Rick Tiland December 13 , 1985 Page 2 In all wood- framed walls and partition , fire- stopping consisting of two- inch nominal lumber is required at all ceiling lines and the attic space must be subdivided into section, of not more than 9 ,000 square feet in area by draft- stop partitions extending from the upper surface of the ceiling below to the roof deck above . Draft- stop partitions may be constructed of 3/8" plywood , 1/2" gypsum b%clyd or material of an equivalent fire resistance and resilier.ce . (Ref . sec . 2516 UBC ) Building insulation must have a flame-spread rating of not-to- exceed 25 aid a smoke-development classification of not greater than 450 as .neasured on the Steiner tunnel test scale referred to as UBC Stand,rrd No . 42- 1 . This requirement includes breather papers rind vap,:r harriers which are not in contact with ceiling or wall surfaces . (Ref . Sec . 1713 UBC) Since the building will be provided with full automrtic sprink- ler protection , the firefighting water supply required 3t the site is 1 ,000 gallons per minutes at a minimum residual pressure of 20 psi , and this from a fire hydrant (one is shown on the drawings ) which is located within 500 feet of portionF, of the building . Howevt•r . as I mentioned in our telephone conversation of December 13 , one required fire hydrant must be within 70 feet of the fire department connection to the automatic sprinkler system (R�,f . Sec . VII Ordinance 83- 1 Washington County Fire District No . 1) Regarding the automatic sprinkler protection , plans , therefore , must be submitted to and approved a representative of this office prior to installation . Additionally , the sprinkler system must be electrically supervised and tied into an approved central alarm station . Currently , there are four central alarm-receiving stations approved by Washington County Fire District No . 1 . They consist of American District Telegraph , Honeywell Protection Service , Briggs Security Systems and Security One , Inc ./ 3-M . ( Ref . Sec . 10 . 308 UFC and 3803 URC ) Fuel - fired furnaces and boilers fitted with burners having a !iTIJ input rating of 400 ,OOC or greater must be " fire- isolated" from the remainder of the building by an occupancy separation of not less than one-hour fire- resistive construction . Provisions must be made for the introduction of combustion and draft- hood di - lution air into such spaces pursuant Section 601 through 607 of the Uniform Mechanical Code . (Ref . Sec . 708 UBC ) Mr . Rick Tila ' December 13 , 1985 Page 3 Architectural finish hardware for all door assemblies must be of the simple type , the method of operation being obvious . Gen- erally , doors must be openable from the inside at all times for immediate exit without the use of a key , special knowledge, or effort . However , exterior doors may be fitted with keyed dead locks if they are of the " indicating" type ; being readily distinguishable as being locked when in the locked position . Where this option is exercised , a sign must be posted on or over the door reading "This dour must remrin unlocked during business hours" in letters not less than one inch in height on a contrasting background . ( Ref . Sec . 3303 U90 The foregoing comments and stipulations saver major requirements which seem to be worth mentioning at this time . The reference notes which follow in each instance refer to the applicable codes and sections thereof in which the requirement:; are featured . UBC , UMC and UFC refer to the Uniform Building , Uniform Mech- anical and Uniform Fire Cosies , respectively . I hope this letter will be of some assistance in preparing complete contract documents . If I can be of service in any other way , please le', me know . Sincerely , WASHINGTON COUNTY TIRE DISTRICT NO . I Wi 1 burr. Dodge Fire Prevention Officer ss cc : Ed Walden nIAm'IA MIA � l HO1vIPSON VAIVO()A & AOI T,Cls LETTER OF TRANSMITTAL DATE ( �, :._j JOJ NO. JOB NAME ATTENTION: RE: i WE ARE SENDING YOU c_I-ATTACHED ❑UNOER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑ SHOP DRAWING: JII PRINTS ❑PLANS ❑SAMPLES ❑SPECIFICATIONS ❑ COPY OF LITTER EJ SUBMITTAL DATA ❑CHANGE ORDER ❑OTHER cor'(3 o.Te0.40 — DESCRIPTION THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR ACCEPTANCE ❑ FURNISH AS SUBMITTED ❑ RESUBMIT _ COPIES FOR.ACCEPTANCE FOR YOUR USE ❑ FURNISH AS NOTED ❑ SUBMIT _COPIES FOR DISTRIBUTION �❑} AS REQUESTED ❑ RETURNED FOR CORRECTIONS . ❑ RETURN� CORRECTED PRINTS {� FOR REVIEW AND COMMENT ❑ REJFCTED -SEE REMARKS ❑ _____ ❑FOR BIOS DUB 19 ❑PRINTS RETURNED AFTER LOAN TO US REMARKS: �J►�1�. k`'>�\/C.rL.��1.� `..� 74-t I'� ,�'�u I L r7[7�L,_J 1 I-1�.a. T /.�►Ln= Mme. +� �>�.�-a- COPIES TO: IF ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE. �1 /P SIGNED COPY FOR // cJ� BUILDING RECEIPT NAME: DATE: ACCT. N DESCRIPTION AMOUNT 10-432 Building PQ mtit Fees 10-431-600 Plumbing Permit Fees $ 10-431-601 Mechanical Permit Fees $ 10-230-501 State Building Tax $ 10-433 Plans Check Fee 30-443 Sewer Crinnection (20X) 30-202 Sewer Connection (80x) 30-444 Sewer Inspection s 51-448 Street System Dev. Charge (SDC) s 52-449-610 Parkz, I System Dev. Charge (PDC) S 52-449-620 Parks II System Dev. Charge (PDC) S �_ 31-450 Storm Drainage System Dev. Chrg (SSDC) 10-230-505 TRFO (95x) S _ 10-435 TRFD (5x) 10-230-506 Washington County Fire 111 (95x) s 7 0 10--479 Washington County Fire N1 (5x) s 3 cs 10-220 Amort/Wedgewood f TOTAL (bs/1214P) CITYOFTI sFAR® No. 6631 12755 S.W.ASM P.O.BOX 23397 Dat TIGARD,OR 97223 Name — — --- _ - - — Address -- 1" ;r4 Sao Lot Block/Map Su ivlsl n/Address Pemit M's Bldg. Plumb Cash Check } Sewer " Other i Other.,.. Rec. By Acct. No. Description Amount 10.432 Building Permit Fees �� 10.4314300 Plumoing Permit Fees - 10.431 001 Mechanical Permit Fees 10.230-501 State Bldg. Tax - — — 10.433 Plans Check Fee - 7 •g fJ 30.443_ Sewer Connection _ 30-444 Sewer Inspection 51.448 Street Syst. Dev. Charge 52.449.810 Warks I Syst. Dev. Charge — 52.44"20 Parks II Syst. Dev. Charge 31-450 Storm Drainage Syst. Dev. Charge _ 10.430 Business Tax "- 10.434 Alarm Permit ---`� 10.227 -- 10.455• Fines - Traffic/Misd/Parking_ 10-230 CPTA Traffic/Misd/Vic. Asst. -- 10.458 — Indigent Defense "- - - — w33 30-122-401 Sewer Service/USA Sewer Service/City 30% 1 ewer ev oe/City Maint. nmatch - torm Drainage 4 _ ncro t Pr n. mt. 40-4 1 ancro t Int. Pymt. TOTAL to 4a,p J 4 � � .f •1 r ��p' •fid,' v.'��ya�.t.�� ijyR �•1�SIT �1 ��y - n. �, f 1 O R .J H !♦ E S 4" ,�,11J S T I 'o...Y .!t-.A 1LY O R )7 IP O R A E S, INC. 5405 N. Lagoon Avenue CONSTRUCTION IN SI[�:TION NO N.DESTRIJ(:TINE TEe I'INO MAT RIAIb INBRtCTION Po. Box 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS Portland,Orlj on 97217-0126 EOL TESTING EHYiICAL TESTIMO I g ASSAYING Phone:(503)289-1778 October 14, 1985 Thomspon, Vaivoda and Associates, Architects 1010 S.W. 11th Street Portland , Oregon 97205 .Attention: Mr. Rick Tiland Subject: Nimbus Avenue Koll Business Center Imptovements Gentlemen: At your request , we have reviewed the typical rip-rap bank section showing a 1 : 1 slope using a 18" thick Class 50 rip-rap section. Copy of this section as prepared by MacKenzie Enqineerinq, Inc. , is enclosed. We weld concure with MacKenzie Engineering, Inc. , that the rip-rap section will provide adequate protection to the bank along the wetland area. If we can be of further assistance, please call on us. RE�spectfully, Charles R. Lane, P. E. Vice-President cc: Equities Northwest cc: City of Tigard -y�i"1....n 1Twr...e-nr...,,...«rr-... .n•,..w,... ,-_,.w...,Vr�M!^Tt!,.w1E..C111,..P,.+.1•,'F.«u.q.*r^+ `e�.,°-I.. _,.,f,,...m.•,.r..-n•1v.:,.,.n.trwa... .. ... � d N CD F- � ZJ � J V,. D J0 C� u1 u1 0 _� I tWra p ,fi Z1 ^ I Q I�e 1 v z C- 0 1 >' f ar n[ ConsultirXil Structur al Engineers '35 Z KEIT♦4VF. Job rJ tl oJJ< •c .•_ ri), 13031 ZIl'".53 Job NCV, Sheet No / Client _'�-tD;J (�1` ' �' <Sh� J WE 4 ja ViOLVAN DON :LEN / LOOIJENGA a ASMOCIATES Consulting Structural Engineers 3933 BCWKEu'AVE /P"4TLAI;U.CjRLGOVnr eol (503)222445--1 Job NL / �4_ � '"F:_ Job No. r Shee No Client Crete By r y 4 7,45 Gs : 2F� �✓xz4 G p, 7 L 1 z VAN OOIV .LEN / LOOIJENGA ASSOCIATES Consulting Structural Engineers 'W33 6VV KELI.. AVE /PORTLAIK), ORE G(.7V%Tr." 1503)222 4453 Jobl 1/.��F. r� i;r'' '_ Job No. Sheet No. i Client , � "4 Date i � Ely •�'= I.A Z a.. 3,tom¢ - �,7 J, � L� t.,,�'Fyi, 6 OF tells 07 wuV S� tip = I�(�'� - �`� l ' %,� • C✓ �o L4 i Vk)L VAN DO11r-'LEN / LOC31je GAC &Consulting Structural Engineers ASSOCIATES 3' 3: Sw KELLW AVE Job /�/ / �Tr OgE0p�p7� (503)2&P2 44'33 AZ /� Client _Tr='�i -,. /i `Job N '� ✓q/ VP � o -- Sheet No. w t� per„ - y r V V 44) R'- = ' 7yell,� TM [ -u / ------------ ��.� Z � � i_ t ►—... 9�.L k !ate � I � ► lo za f 4 40 w • f el r ✓�f. = E..�--� � s•/; 'a �•/ i �...� S HGF pC�'�" . .. Af) +anal w11 VAN DOA -LEN / LOOIJENGA & ASSOCIATEB Consulting Structural Engineers 363;3 SW KELLY AVE /POW LA/l1 Up(..:CJV�.mi ('5Q3)222 4453 ..Job /J�MPr/5 G,Ei�rE�� ---- - Job No. - _-h�eet iVo Client ----- - r , �r_ _ � (o,.,,� . ,� '��'"+ /2,� a /�•2 r /5 ~� y V + ,G(b��l�)�Z� L Ib.G 4. ( , r I � � 36 ta' r 3 05 G .r., rl r ' � �+•+,,. S O 1. ;'a /r /� .i''a �J"!i '/ ll�y - . ,i VAN DON :LEN / LOOIJEIYGA X& ABBOCIATES Consulting Struci:;urp- Engineers vrL "J93J SN KELLY AVE /WC-4TLANL3 OFIEGM 87201 150312W2 4433 Job S , I/ o j-�-, //`=f- Job No. .-- - __ Sheet No Client T �'J Date G r_ �,� 6 J Y .— �/S!' y �✓; s -57 r = 0.7r77/ rkve✓T 5re.i.,-41 70 ,� A/I VAIN 001% -ELEN / LOOIJENGj & ASSOCIA'T'ES Consulting Structural Engineers 39:1:! SVV KLLLY AVE /"3RTLANU.L)REGH3N H7,101 15U311RIPW 44t'1 Job - Job Na Sheet No C11en, Date - —-- - By '71 Aj Imid- Ll �1 y r` =4.�;yy7ir.2G`�1//'x��) + ('�� r �y� ✓P9 ► �.�y L M•e G',��59;�,,,��-�,7t�.G,��/�Jlt;!� 132'x' ,•� i a ^ hL `>`-4 /�1C. �/1 = {•'L ��i' r :% X. = �D, '�-LES/� TRY TS 1bac!2 tOkf �' G 'y/,Yi(•_ <IVA 1E4� t / QG�> (/ � �+ /°-s)l•s� �4'l•% �'�'•. 4,'7si IJP 10161�' +I e L P ..,�- � 12.xLa'7 �4 t lv,.�, �,�. : ,'1F<ZpJ�jr,..L:c.•.. >'-it/�,,�t�`� '>~',' r ! - sy_ Z�i2a� f Z �1,5�%G,la)3 : en MINNOW t /AIV [30A, =LEN / LOOIJENGI & Consulting St :1!fJ'1 ructural Engineers ASSOCIATES ' !�W KILL♦ OVf /t.f�f L4Nb,U17ELiCJ.I H7.'f)1 190)71 222 , � Job 4q! Job No. _- Sheet Nc Client X0;1?�•., � �-- Oate 12 By L-41 9Wu� L-414'G v+?-4lb;. YS IS — - SZI V .._._ 12 24 i 1:4Sun- L4 �- CiL.? 196 Z-4- ♦oLs 432 tic JG (T 4) !-. <7Ly3.i'�fi� 4 .) r , \\\\\ r v .r 7 JL VAN DOIV GLEN / LOOIJENGJA & ASSOC;IX ES IWI Consulting Structural Engineers Gn �aTANXJ.� .k„/,,;lay Sneet No. _._L�2 3E173 SW Kk-L Lv AVEjob No. ,_..-------- .-- Job r- Date SY Client ._�lll — i Ji 1 I i M OW -W CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 2-85 APPLICATION: allow Request by Koll the development of Company for Site Development Review approval the related facilities oi, propertyIndustrial to zoned I-P /commercial building corner of SW Scholia herr (Industrial Park Tax Lot 1900 and 2000). Y Road and ) and located on Nimbus Ave. (WCTM 1S1 34AA, DECISION: Notice is hereby given that the Planning Director for the City of decision The findings and conclusions application are as noted below. °n which subject to certain the Director based his A. FINDING OF FACT 1. Background The Y,oll Business result l several Center has been City approvals partially developed as the and SDR 8-80). Twelve (ZC 23-78 Phase 1 buildings have LC 26truc CU 33-7g, Of the project. Plans were been constructed the subject site approved within Lands but nothiovalng materialized, for construction on within the (SL 5-84) was On 1984, a Sensitive Year flood granted to allow some regrading by this approval plthe °i Fanno Creek. The area Review included covered approval wa:, also granted inb1984 ject site. Site Development Of the project ,,ear the sout :eastern (SDR 18 84 end of ) for Phase II 2• VicinityNimbus Avenue. Information Phase I of Ko11 Avenue Business Center. is on the east and a separate tract intended side of [he south and west between for Nimbus the greenway purposes if., to Residences within Englewood subject property Subdivisi-,n rO crty and aFanno creek.Creek. �, are south of the creek, Site Information and Proposal Description The property is r T co. presently undeveloped struct a 22,770 s and the applicant building will range square foot business/retail proposes Is to be provided vifrom 18 [0 4O feet in height . Primater. The Schoiis FerryNimbus Avenue with a secondaryry access Road. I'. future building site driveway on square feet is shown adjacent to intersection. °f approximately 3,000 the Scholls Ferry/Nimhus NOTICE OF DEr.ISION - SDR 2-85 - PACE 1 3. Landscaping Because all of the surrounding parcels are also zoned I-P, there are no specific buffering standards which apply to the periphery of the project. However, section 18.120.180(4) of the Code requires that screening be installed as necessary between different types of .land uses. the back of the building will face Fanno Creek and the residences to the south and it will. vary in height between 18 and 40 feet. The landscaping plan indicates the placement of English Ivy and four Douglas fir trees along the 382 foot length of the buildirig. The landscaping plan should be amended to provide additions buffering along the rear of the structure. 4. Fenno Creek Flood Plain The buildinv location includes a small. amount of land which is presently within the 100 year flood plain of Fanno Creek. The Sensitive Lands approval (SL 5-84) noted above, allowed for regrading work to be done along the northeastern edge of the flood plain. This modification will fill some areas and excavate others in a manner that will not cause the flood elevation to rise. The City Code provides that after the regrading is completed as approved, all land above the 100 year flood plain elevation can be developed in accordance with the applicable zone. The applicant intends to regrade the property as approved by the City and after this work is completed, the entire building site will be above the 100 year flood plain. C. DEM;ION The Planning Director approves SDR 2-85 subject to the following cond:i tions: 1. UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR TO ISSUANCE OF BUILDING PERMITS. 2. Standard improvements including concrete sidewalks, wheelchair ramp, streetlight , driveway aprons, sign and utility relocation shall be completed along the SW Nimbus Avenue frontage. Said improvements along SW Nimbus Avenue shall be built to City standards and conform to the alignment of existing adjacent improvements. 3. Four (4) sets of plan-profile public improvement construction plans and one (1 ) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Section for approval . NOTICE OF DECISION - SDR 2-87 - PAGE, 3 4. Agency and NPO Comments The Engineering Division indicates that this development will be responsible for completing the remaining half street improvements along Nimbus Avenue. Tile development must comply with the conditions of approval for last year's Sensitive Lands approval (SL 5-84). The State Highway Division indicates that direct access to Scholls Ferry Road will not be allowed. When the Division acquired the right-of-way along this frontage between Fanno Creek and the Southern Pacific Railroad, access was restricted to the Nimbus Avenue intersection. The Building Inspection Office and Washington County Fire District No. 1 have no objection to the request. The District has discussed methods of fire protection with the applicant 's architect. Written comments have not been received from NPO 2 and NPO 11 7 has expressed concern relating to the location of the building the flood plain. B. ANALYSIS AND CONCLITSION The proposal is basically consistent with the applicable provisions of the Community Development Code. However, several aspects of the development that warrant further discussion are noted below: 1 . Street Access Because of the refusal of the Highway Division to allow direct access to Scholls Ferry Road, the site plan must be revised accordingly. The Code only requires one driveway access for a project of this size. 2. Parking The Code permits the area behind a wheel stop for a parking space to contain low landscaping material. However, if this area is landscaped, it may not be used to satisfy any landscaping requirements since it functions ns a portion of the parking space. The Code required that all landscaped areas within and on the perimeter of parking lots must be a minimum of three feet in width. After the parking space dimensions are accounted tor, several landscaped areas do not meet the three foot standard. NOTICE OF DECISION - SDR 2-85 - PAGE 2 4. Construction proposed public improvement shall not comme.. until after the Engineering Section has issued approved )ublic improvement plans. The Section will require posting o. r 100% Performance Rn►,2. the payment of a permit fee a;,u ? st. ve light fee. Also, the exec•rtion of a street opening permit sh,i. ccur prior to, or concurrently w; Ch the issuance of approved tilic improvement plans. SEE THE ENCLOSED HAND GIVING MOR's SPL, FIC INFORMATION REGARDING FEE SCHEDULES, BONDING AND AGREF.MIsNTS. 5. A revised site plan shall be submitted for Planning Director approval with the following changes: a. The driveway on Scholls Ferry Road shall be eliminated. b. All landscaped areas in front of parking spaces shall be a minimum of 3 feet in width, excluding any landscaped areas designated for parking. C. The bicycle rack shown in front of the building shall contain a minimum of 5 spaces. The bicycle rack design shall be submitted for approval. 6. A revised landscaping plan shall be submitted for Planning Director approval which incorporates additional buffering along the rear of the building. It is recommended that the applicant discuss this requirement with Keith Liden prior to submission of the revised plan. 7. Landscaping improvements shown on the approved plan shall be installed prior to occupancy. B. All conditions of Sensitive Lands approval SL 5-84 shall be met. 9. Development � F the "future pad site" shown on the site plan will require a separate Site Development Review approval. 10. This approval is valid if exercised within one year of the final decision date noted below. D. PROCEDURE 1 . Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant b owners _ XX Owners of record within the required distance XX The affected Neighborhood Planning Organization XX Affected governmental agcncfes NOTICE OF DECISION - SDR 2-85 - PAGE 4 2. Final Decision: THE DECISION SHALT. BE FINAL ON April 1, 1985 UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 1B.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and sent. The deadline for filing of an appeal is 5:00 P.M. April 1, 1985 4. (questions: If you have any questions, pleasq call the City of Tigard Planning Department, Tigard City Hall, 12755 SW Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171. 3-22-85 William A. Monahan, Director o�E' Planning b Development DATE APPROVED (KSL:dmj/1119P) i+�-- J -7 /T-T-T-1 11 n n NOTICE OF DECISION - SDR 2-85 - PAGE 5 1 cxrli� i kl e See �ec!54uweqn - 2- 2-0 o 5-4-r Scc;t- 'i l 9 71�jr a 6o c r-7- /00 NM b� cn4r ;27 7 7 s C3r�r kn9 - 31S45 311320 264 i A///Ross kl'vl O�.S l/t pl i 1-7,9 S'•/0 0 - Of- flqor, ,Crr 7L 462hk. r3, -- 000) - !DK B 5, /,5 0 -V (.. C .S, zU 0 - C/cis f,'cC/�'cir��rl ( 1300 �,DO0 �.TA►`/•7��J�tJbn�- IZ[7A�`.. I 5',1 SU - j2r414 ot<, 9 hT C 1300 f _ -S-300 - IOOSf 7L 4- /pct Im /vSc�) - lb kL-- s 35'0 -- / (/600 ) Q�- G . 400 - V S 5c�U - lkno4 i 's,�'7L� Cor C3K-- 1-1 6 00 -,QAC-1710 H , / S, /'0 0 V / "��rA�� '' G,,Or�l•,�le� ��1 ;� tai C1TY OF TIGAR[ Permit No 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: _ ZONING: _ NAME OF COMPANY: APPLICANT/AGEN1 : The City of Tigard imposes, an annual Business Tax which must be kept current on all persons doing business in the City . Do you pr-c!sently h<Ave a current Business Tax? PROPOSED SIGN: PERMANENT ( ) FREESTANDING ( ) TEMPORARY ( ) WALL ( ) ( � SIGN DIMENSIONS: BILLBOARD_ TOTAL SIGN AREA (Sq. ft . ) WALI_ 'AREA (Sq. ft. ) : HEIGHT (ft) : - PROJECTION: ILLUMINATiON_YES ( ) NO ( ) COPY: _ MATERIALS: --- __ -- -- ---�— EXISTING OTHER PERMITS REQUIRED: YES ) NO ( ) COMMENTS: PLANNING UEPARTMENT All sign permits must be accompanied by ,4 Permit Fee:__ scale drawing acrid plot plan. If work Receipt No. : „- authorized under a sign pe mit has not been Approved Ay - completed within ninety days after thu Date: i9suance of the permit, the peroit shall become null and void. I CERTIFY THAI 1. AM THP RE(V. RUEU OWNER O!- tHf PROPERTY OR AN AGENI AU7110RItED BY 11iF OkA R '1 rCyP� Applicant' Signature Address (s be n /� py i" �f DIMENSIONAL DRAINING Modal 542G•Slzes 018 thni 060 ----- - 4803---- 1330 yOJ'----- IJyo •"a". PC, 542G REQUIRED 42 I? CLE Top of unit ,• ARANCE(Inches) Duct side of unit............. 12 End Blower r acces door end.... 3U I - Compressor access door opposite blower I side.•.•• access end... `^ 30 bottom Of unit above . 12 I anticipated snow*el ... g thehe Outdoor provision must made for fresh ambient air to reach outdoor coal withoutt recirculation Of the air from the out. door fan dischargE,. MEETS DOE RESIDENTIAL CONSERVATION SERVICES x.89 DIA LV EMRY-, PROGRAM STANDARDS. / Y-Alq SUM'Lr ie 1 T INLET -AIR 1 • OUTLET IN Ct7r.AIR �— 06'ONLY or FT" I C IT Ii I 37 DIA N V ENTRr - -163 JII.A'ENrRy[4 It? J 54 U 71SEE VIEW ANS 235 542G DIMENSIONS AND WEIGHTS (VIEW Slee — ShIpp—Inp `018 221 — WI(lbs) _ 024 22.1 _ :i23_ 22.1 _— 10_328 _ 24.5 293 402- --_ 32.8 415 484 1 J Hn.na � 7 � h a UAuj r Irl x� N Fn L v► ON ,z m 3 olp i N vl, S LO I � •\ �J N vy � N r O ti Q , fry ��`` � N � N •J C Vl V' d �� \ \A•�y2 h. 0 M Q Ott �t y .1 i L ��. CIO � � 1 I � o + n o go k � Sa Y r tx o CV H Q Y i I i1� J i t v i ) . 3 i