Loading...
10300-10450 SW NIMBUS AVENUE-1 } t "4c, c oLWwi cor c . w&U. ;.x r , 'A I a r4 ,6YI t4 P.LW f-e cc c urJt� z t�1 nr >R cc'r oYypj'w) t a 1/4 p l-A til i�s-v.,/ a I OVED 41 7FOR CONSTRUCTION OF TIGARD ADDRESS, iiY - - - - 0 lin" 1'1 I �R'�"lo v �' W A1..1. C.�tJ �5 ' RAt�TuS. , ( sem ,a3o��rlr) L.L �► <-C�J L • �1 ml.l a y c--� �►w �r i�� T�� pD t W�" S A Bc�l s� �'AC+0.. _ �N I - vj ►�>, � � e a imliala>Lc#c �� �.�;.� iwLl_ cis , VNLO, ��T H ,� }���. MWV - / �_♦ * u �ao Q I, I I - I .. _..._ ...___ ��L rrt� -4 ���c �,,P rl� .)I�T', ►�� �t.,r�is �,��Id . � ,�q►-. — -�'----- p cps �,n-�-1. p1` a,,;�-y (SA,►A P t o) r/��� \1 H (ro c N co 4c.) -- -----T--- ��____ _ IrI�� Ri.�v��L ( I, I�sVT) VI1�r lV. 6*lTW GL"k Awor �� ALuAA 411 O BUSINESS ' CE- t. )W M►.J ¢Y C7H l?`E S, (VJ 114 U,. 0 � t � t Qk�) LEASING INFORM' A '11 N 684 * 05 40 , �.' � --tSc i::a�`'` 1'` _ '�•.!"� �' _ J- '" �.t.. `� _ iL;�_�,+��,.i.i � � � '�yA,/1/�gb�� .,.,,i• -r . t ��.. �� �'',�fT-� � �, ���� � .'. v 6F c7O l.-�f ..�1 ' �..J 1 �/' L+ \ `I tS Jl _.... �� F-. 4-" -�..•t n w •�..4-or �JLiT.�--141I n ..._.___.._..__.__._..-.____...__- _--__---+♦ k' T a c lc v k�L say �-tia s. .�� , ;�I t�r� L� fA G !�('? . �� IREATH SlGl%Ts let - ivu4 P F`Ir-A­P 1 LA 0 6c A C? Y' DATIK C_ t{{� It +� 1`S >. C•10 CONI(A T- O A11HM OiSIGN ^00"OvAl_ Y�_ R • w v E w (1ATL A� �'( Oi�(_A I►T�i1M PIOV AL cl 17 li):3 10, 104.50 SW ALL MEASUREMENTS ARE APPROXIMATE AND MUST BE VERIFIED &EFORE PRODUCTION NIIr1BUS AVENUE: I OF 1 IF THIS DOCUMENT` IS LESS LEGIBLE THA14 '1HIS NOTATION, I I 1 V I II � II I I I I I � � I I � I I I OCTOBER GO 1993 3 IT I5 DUE TO THE QUALITY OF N�3e •+.,...,- THE ORIGINAL DOCUMENT• _.� - - — — — ---- -- - — - --.. _�_— __. - -- --T--- -- -- _. - --- �— f 67 97 L7 9�7 �3 t� £7 L 9 4 I E 7 T 11111 ilIIIIIIIIIIIIIIIIIIIIIIIIII124 )( II�NII� 10300 - 10450 SW NIMBUS AVENUE GENERAL INpOPMATION-KOLL PHASE 2 r Ln U W G I H N A H !� H Z H O r to r; n� 4 M f Permit No. SP_.fiZ-88 CJ 1 Y OF 1 IGARD SIGN PfRMiT APPLICATION The applicant hereby applies for a permit For the work indicated or as shown in the accompanying plans and specifications. SU;N L0001 ION AUDkESS: Koll Business Center Phase 2 _ ZONING: I-P_ NAME OF COMPANY: Koll Business Center APP1.ICANT/A1,r-_N1': Ernie Farnham Northwest Iandscape Industries 684-1450 _ The City of Tigard imposes an annual Business lax which must be kept. current on all persons doing business in the City . Do you pr•esent.ly have a currant Business Tax? _Yes__ PROPOSED SIGN: PE RMANEN I ( X) rRL..E.:;TANDING ( X) TEMPORARY ( ) WAIL ( ) BILLBOARD (. ) SIGN DIMENSIONS: 3'3" X 20' TOTAL_ SIGN AREA (Sq. ft. ) : 65 sq.ft. WALL AREA (Sq. ft. ) : N/A HEIGHT (ft) : 5'10" PROJEC11ON: ILLUMINATION: YES ( X) NO ( ) F,xternal COPY: Kol l Business Center Tigard Loeasing In MATERIALS: Concrete column ;end wall, metal�backin Higb os L_ __._....._____ EXISTING SIGNS: Two freestandin,7 signs on separat ..pgircel c� adjaQ SchQ1?S- _ Fe_. rte+ Road. One oversize directoQLg i ng_,_. o1HER PERMI I"S RFQUIRED: YES ( ) NO ( X) COMMENTS: Sign will be located at southwestern Avuuue-.—_ cul-de-sac - PLANNING DEPAR171EN1 All sign permits must. be accompanied by a Permit Fee:__!L25.00 _ sr.ale drawing ,And pinL pl,in If w(Irk Receipt No. : 31488 _ aijthorited under + s;gn permit has nut been Approved By: DS completed within ninety days at'1.er the Date: 5-4-88 issuance of the r permit, Lhe pemit sli�ll bn(,ome null and void . I CERFIt Y illAI 1 AM 1111 RECORDED OWNER 01 1111 PROPERTY OR AN AGt N'1 AUTHORIZED BY 111E OWNt R . Applicant' s Siync�ture Addr•nss`�-.---- ____ V.— Tel44phune DAS:b9e1 CI l Y OF I IGARU Permit No , SP_63-88 SIGN PTRM11 APPLICATION The applicant here')y applies fur a permit fur the work indicated or, as shown in the accompanying plans and spec ificat.ions. SIGN LOi:AILONAUUREy; Koll Business Center Phase 2 -- --_-- _--_-�— ZONING: I-P NAME Of- COMPANY; Kol' Business Center APPLICANT/AGFN1 : Ernie Farnham Northwest Landscape Industries 684-1450 _ T-he City of Tigard imposes an annual Business Tax which must be kept current on all persons doinyi business in the City . Do you presently have a current Business Tax? PRODOSEO SIGN: `— PERMANI Nl ( X) I-RI i I ANDING ( X) TEMPORARY ( ) WALL ( ) H[I_LTIUARU ( ) SIGN DIMENSIONS: 3'3" X_ 20' TC,T'AL. SIGN ARIA (Sq, ft. ) : 65 sg.ft. GALL AREJ (Sq. ft ) ; N/A _ `— HEIGHT (ft) : 5'10" _-- PROJECIION: �A ILLUMINATION: YES ( X) NO ( ) External COPY: Koll Business Center Tigard Leasing Infon.iation 664_0510 MATERIALS: Concrete column and wall, metal backinq --(Iiiqh los _ — EXISl 1NG sjGN : — freestandiEg signs on separates rel --- -- Ferry Road. One oversize directo si n� _-adiaQPJ - -Scholes_ OTHER PERMITS REQUIRED: YES ( ) NO ( X) C(NNf1ENTS; _Sign will be located at southeastern e�9 _�f S4� Nimb„G Avn�e-_ - cul-de--sac. - PLANNING UFPARIM[141 All sign r^units must be accumpanied by a Permit Fee:_ 25_..00 scale drawinr „red - j plat plan. If work Hecei t, No.;-`11488 _ authur,ied under a sign permit has nul boon Approved By DS completed within ninety nays after the Uate: 5-9-88_� issuance of the permit, Lh(- permit. shall br.come null and void . CI_R fIf Y THAI T AM THI RiCORDL I) OWNER of I ill PR')PLRTY OR AN AGENT AUTIIORI/if) Hy IHF (-MWR. Applicant' s Signature ------ _— - -�-- AddrQss — _____�--------TelephunQ DAS:b962 ._, _ .s+'�YMWr1.h11VYiyM,y MACKENZIE ENGINEERING 4 NEERING INCORPORATED 0600 SVV BANCHOF i STHEET PORTLAND,OREGON 97201 (503)224-9,560 December 29, 1986 City of Beaverton Building Department Attention: Brad Roast P.0. Box 4755 Beaverton, Oregon 97075 RE: Koll Tigard Bu,;iness Center Project Number 165054.502 Dear Mr, Roast: This letter will clarify the intent of Details 15A and 15B/RF regarding Detail Pt'eviously noted in the permit documents. 9 1 1.1/RF Field conditions varied somewhat some assumed design conditions and it was n to revise some of the beam connection details at the exterior concrete walls, p 15/RF and 15B/RF are acceptable alternates to Detail 11/RF originally specified.eessary building has been constructed usiny Details 15/RF, 156/RF and this iaccept s le to Mackenzie Engineering, The able to Should you have an additional concerns y please feel free to call me. Sincerely, Len Krombein, P.E. LK/smk cc: Richard Walker, The Koll Company 8622 F� y December 19, 1986 cirfOIFT'67ARD OREGON 25 Veors o1 SeMCe 1961-1986 Mr. Richard Walker -���./ Koll Construction Co. 8205 SW Creekside Place, Suite D Beaverton OR 97005 Dear Mr. Walker: On December. 19, 1986 a final inspection was conducted at the Koll Business Center II, on the following buildings: Building "N"--10340 SW Nimbus Ave. Building "P"--10300 SW Nimbus Ave. Building "R"--10450 SW Nimbus Ave. It was determined(with the exception of a forthcoming letter from the engineer on a detail change) that the above building "shells" are in compliance with all applicable codes and ordinances. Occupancy permits will be issued as each tenant space is completed. If you have any questions, please call me at 639-4171., ext.318. Very y yours, Rrad Roast Assistant Building Official 13125 SVI Hall Blvd.,P.O.Box 23397,Tlgurd,Oregon 97223 (503)639-4171 - MACKENLIE/S(f.,TO & ASSOCIATES, P.C., OREGON MACKEN7_IE/SAITO&ASSOCIATES, P.S.,WASHINGTON ARCHITECTS-PLANNERS 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 (5W) 224-9570 November 10, 1986 City of Tigard Attention: Ed Walden 1312.5 S.W. Hall Blvd. P. 0. Box 23397 Tigard, Oregon 97223 Dear U: RE: Koll Business Park - Tigard, Phase II Project Number 285054.501 This`1g1A-,6`r will serve to confirm our telephone conversation of this date re, ,arding the balcony guardrail wall height at Building R. As I indicated to you, a single pipe rail will be added to the top of the existing 36" higo guardrail balcony wall prior to occupancy of the second floor. This work will be done as part of the tenant improvements and will bring the height of the guardrail wall to 42" as required. Should you have any further questions, please give me s call. Sincerely, r. Robert H. Poulton Project Manager RHP/smk cc: Greg Mockford, The Koll Co. Richard Walker, Koll Conctiuction " t INSPECTION NOTICE t- �� � City of Tigard Buuuing Department P.O. Box 23397 Tigard, Oregon 97223 �V Phone: 639-4175 Type of Inspection Date uested —. / / ''.s��' 7ime A.M• P.M. Addr $s (.� .3�b_� 1 Permit # _ Owner �-��'7 (� Lot # Builder._ I sb l/ The following Building Code deficiencies are required to he corrected: P—n.lted t0 ❑ Approved Inspector — ❑ Ditepproved Date - CALL FOR REINSPF,CTION CJ YEA L7 NO MACKENZIE/j1-.i)O & ASSUCIATES, P.C.. OREGON, MACKENZIE/SAITO&A;SOCIATES, P.S.,WASHINGTON ARCHIIL'aS-PLANNLU 0690 S.W BANCROFT STREET POP TLAND, ORI-GON 97201 (503) 224-9570 November 7, 1986 Koll Construction Company Attention: Rich Birch 8205 S.W. Creekside Place, Suite D Beaverton, Oregon 97005 Dear Rich: RE: Koll Tigard II Project Number 285054 A limited review of the Koll Tigard construction site was accomplished nn November 7, 1986. Various items noted in the Tigard Bu riding Inspector's final check list were reviewed. The items noted are as follows: 1. Building N A. Panel to panel connection at Grid 1A with a flat bar approximately 1' -0" long is acceptable. B. Panel to pa.iel welding at weld clips appeared complete. 2. Building R A. Panel to panel welding at weld clips appeared complete. 3. Building P A. Panel to panel welding at weld clips appeared complete. B. Panel to roof beam connection at Grids C3 and C5 are not installed in accordance with Detail 13/RF . The use of (2) HD7 holdowns with a total of (4) bolts is acceptable in 14eu of (1) HD7 with (?) bolts but the HD7 holdowns must be bolted to the purlins, not the glulam as currently constructed. C. she glulam to c.olu',m connection with the extended side plates at Grid D5 is acceptable. Sincerely, Len Krombein, P.E. LK/sk `�°a f. CarlsonWestin Consemcdon Inspecdon&Rcl tcd Tsars gS I[nc. i REPORT 6 x .12 Concrete -- TEST SPECIMENS P•O.Box 23814 Tigard,Oregon 97223 Date Molded: 9 Phone(5031884-3480 -----19_, 19--96_ Job No. . CP-2 Client: -- Yermi.t No. Proiech ('int•--`r_.p.3larc�_T T - __. Address: .__2'iaar�i - --- ------_ Contractor: -~�- "" - Sub Contractor: I) IlE'd3C:i:II _ Concrete Supplier: �WPG}F,rn Paris -"----- ----------_-- Truck No. �--___, Ticket No. Cast 8y: -_Ilf,69 _ ----1d G-har i hn 1 - -------- _ Test Time; Fair. _- --------- Load No. _- --._ Weather; .. ---- -- Temp. High: 70 45 locution of Placement: Bulldinq ------- Ten' RP. low: Re north "alf of second floor. ---_— — ---- --_ ----_ Cu. Yds. _ -----___.Concrete Temp: - Strength Requirement: - —'3D��---- -_ PSI ®.__��_____days Slump_-4„ Mix Nod No. Sacks 5 r' ----- Cement Type --_ Air Content Admix, Amount; --- Max. Aggregate � _ Brand: ^ Sot Test -- --, �`--- Admix. Amount: Register Date Brand: -_�- - NO' Days Number Date Unit Total _ Rec'd Test Wt. �Load Area Unit Report I 7 3605 ---- PSI No, 9-20 9 -26 - 59,840 28.27 2120 72 28 3605 9-20 10 -17 _--- -- �----r 90,867 28.7.7 32.10 74 _28 3605 9-20 .10 -17 89,452 28.27 3160 74 kemarks: - CC: C'itY Of Tigard Construction/nsivetion&Related rests Carlson Testing, Inc. P.O.Hex 23814 6 x 12 Concrete Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)684-3460 Date Molded: —_ 9 -17 19 86 Job No. CP-2722 Permit No. Client: The Kol l Ccupany Project: — Koll Business Ci,-inter Phase II Address: - Tigard, OrNon --- - ----____-. - -- The Kol1 C n S.D. Deacon - Ccr�tractor: �� �'. Sub,Contractor: .___—_-.- - Western Pacif is Truck No Ticket No. 11337-13 Concrete Supplier: __�— -- C Stasch Tait Time: 7:45 _ Lr,ad No. - 1 Cast By: _- -- ------ ftai.n 65 5C Weather: Temp. High: __ Temp. low: —_ 2nd floor insulating slab building R. location of Placement: —Cu. Yds. Concrete Temp: 3000 PSI (a _ 28 -_days Slump -3 1/2" Cement Type I-II Strength Requirement: - -- 5.5 sack Mix No./No. Sacks_ Nix 1827 Air Content—_. Max. Aggregate —.-- Admix. Amount: _. Brand: Admix. Amount: _ Branc' _ Set Test® Register— Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. lead P51 No. - -. — [ 7 3580 9-18 9 -7.4 � 51,415 28.27 1820 � 71 _ _ 28.27 I 28 3580 9 18 10 15 86,081 --�-3050 73 — 28.27 -- "28 3580 9-18 10 -15 85,070 3010 73__ - -- Hold 3580 9918 10-15 _ 86,854 28.27 3070 173 Remarks: cc: City of Tigard -- - i` + Conxtnsrdon/nspe+cYlon 1g Related Teats Carlson Vesting, Inc. P.O.Box 238,4 Tigard,Oregon 97223 Phone(503)884-3480 September 3, 1986 #CP-•272.2 FIELD INSPECTION REPORTS DATES COVERED: August 29, 1.986 PROJECT: Koll Business Center Tigard, Phase II ADDRESS: Tigard, Oregon INSPECTOR: C.U. Brown 8-29-86: Inspected nailing of all upper roof deck areas for Bldg. "R". All found coupl.eted satisfactorily. Respectfully submitted, C" T S NG, INCA / j 1` Douglas W.. Leach Pr-s iaent CF)B:llo cc: City of Tiyard 'I7 Koll Co. Mackenzie/Saito & Assoc.. Construction Inspecdon& Frlated Tests Carlson Testing, Inc. P.O.Box 23814 6 x 12 Concrete TEST SPECIMENS 'ngerd,Oregon 97223 REPORT Of Phone(503)664-3460 Dote Molded: , 8 -26 19 86 Job No. CP-2722 Permit No. Clien; The Koli Company Pro{ect: Koll Business Center Phase II Address Contractor: 1fie Kol.l Ccupany Sub Contractor: S.D. Deacon Concrete Supplier: _ Western Pacific —^ Truck No.376 Ticket No. _.7607-13 Cast Bv: __. M. Tabert Test Time: _ Load No. 2 _ Sunny 95 69 Weather: Temp, High: ►imp. L-,W: All. loading dock slabs & trash enclosure slabs. Laxation of Placement: ---- 36 _Cu. Yds. __Concrete Temp: Strength Requirement: 3000 PSI ®. 28 days Slump Orr _Cement Type_ Mix No./No. Sacks Mix #728 Air Content-- _ Mix. Aggregate Admix. Amount: Brond:w�A.F.A. Admix. Amount: ---.—. Brand: _jet �Test a Rediste, +Dote r Date�Y Uni: - Fatal � Area Unit P.eperi Na. Days Number Recd Test_ Wt. load PSI No. I 7 3321 8-27 9 - 2 69,669 28.27 2460 64 -� 20 3321 027 9 -2:. _ 91,401 .. 28'27_ , 3230 70 28 3321 8-27 9 -23 89,681 28.27 3170 70 _ cc: City of Tigard Remarks: --- -- - - --- --- -- WE q[r mum ■x _Carlson Testing, .1nc. �In ton Related Texts P.O.BOX 23814 T19ard Ore9On 97223 Phone(503)684-346n August 25, 1986 FIELD INSP #CP-2722 ECTICYV REPORT DATES COVERED: August 25 PROJECT: Kcll Business Center Ti and ADDRESS: T1 ga r d, Ore (rn g Prase Il INSPEC'M, : C. g� Stasch 8-25-86: Inspected nailing conforms to plans g of lower rcx)f of Building "We. Nailing was noted, aril spfcifications except fc�r one Contractor was going to fill this, small hole that Respectfully submitted, CARLSON TEST INC. Douglas Leach lla President CC: City of Tigard Mac%enzie/Saito & Assoc. The Koji Co. •ws �.. �w �r .w � aw �. Construction Inspection&Rriated Tests Carlson Testing, Inc. 3 x 12 Concrete P.O.Box 23611 REPORT OF _ TEST SPECIMENS Tigard,Oregon 97223 Phone(503)661-3160 Dote Molded: 8 -25 19 86 Job No. CP-2722 Permit No. Client: `Phe Koll Cccnpany Project: Koll Business Center Phase II Address: Tigard, Oregon The Koll Contractor. CrntFany Sub Contractor: _ S.D. Deacon Concrete Suptier: _ Western Pacific 269 7360-13 p Truck No. Ticket No. Cost By: H. Payson 2 Test Time: _ Load No. Sunny 95 60 Weather: _---_—_ _ _ _._--- Temp. Nigh: ,--_--- — TomE '.nw: Perimeter pour strip building R. Location of Placement: _ ��- 16 a test T Cu. Yds. __Concrete Temp: 411 Strength Requirement: 00 PSI ® Z8 daysSlump —Cement Type I Mix No./No. Sacks Mix #727 Air Content 3/411 —__ Max. Aggregate--- Admix. Amount: _ Brand: , _-- Admix. Amount: —_ _ Brand: _ e, T Test a Re stmr vafr. T Date Unit Toto, bi ---�-------una i, " per+ No. Days Number � Rec'd rest Wt. I _ Load ArF'� PSI ,J t l 7 3289 8-26 9 - 1 128. 82,963 27 2930 63 28 3289 8-26 9 -22 28.27 117,310 4150 69 28 32.89 8-26 9 -22 28.27 409 I Remarks: cc: City of Tiqard _. Carlson Westin °"lmf't dO"R Rested Tertx g, Tn�. P.O.Box 23814 '421d,Orpon 87223 Phuns(503)MM.3460 August 22 1986 NCP-2722 FIELD INSPwrION REPORT 1-)ATES COV"tED: August 21, 1986 PROLJEUr: Koll Business Center Tigard, Phase 2 ADDRESS: S•W. Scholls Ferry & Nimbus INSPWrOR: C.D. Brown 8-21--86: Inspected balance of all field welded precast tri spandrel and glu-lam beam hanger to r Panel tc panel , panel N and R; all found leted Ply. far1P_.1. connections for buildings �nP satisfactorily. all a Inspected installation of. built-up roofing for roof of building N; Ppears proceeding satisfactorily. Respectfully sukmi.tted, 7ON TEST ► I / Douglas W. Leach President CDB/ktk i cc: City of Tigard Mackenzie/Saito & Assoc. y1 b ti r Construction Inxpertion&Rclatcd Tests Carlson Testing, Inc. P.O.Box 23811 6 x 12 Concrete Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)881-3180 Date Molded: 8 -•21 , 19 86 Job No. CP-2722 Permit No. Client: --- The Koll CarpanY Project: - Koll Business Center Phase II Address: Tigard, Oregon Contractor: The. Koll C=)any -_ Sub Contractor: S.D. Deacon Concrete Supplier: ._Jdvatex -E!acif ic Truck No. 303 Ticket No. 6771-13 Coit By: M, Takert — Test Time: _7.20 Load No. Sunny 85 55 Wcother; _.__ _. Temp High: .— lemp. lo,A —_ Location of Placement: —___- Building N closure strip. � .—_---------- Cu. Yrls. Concrete Temp: Strength Requirement: _3000 _ PSI ® 28 days Slump- 411 Cement Type 6_�_—_� Mix No./No. Socks _--Mix #727 Air Content Max. Aggregate Admix. Amount: — Brand: — _-_, Admix. Amount:_ Brand: r Test 0 1 Register I Dote Date 10nit� Total Areu Unit Rft-)rt No. Days Number Recd Test Wt. Load _ ?SI No. T �7 3249 8-22 8 -28 77,500 28.27 2740_ 62 — -- 28 3249 8-22 9 -18 94,381 28.27 3340 68 —_8 3249 8-22 9 -18 _ —_93,070 28.27 3290 68' cc: City of Tigard macRenzle/'Salto & Assoc. Construction Inspection&Related Tests CaAson Testing, Ince P.O.Boz 23814 6 X 12 C:orcreteTigard,Oregon 97223 REPORT OF — TEST SPECIMENS Phone(503)684.3460 Date Molded: _ 8 -1L , 19_96--- Job No. �-2722 Permit No. Client: _` 9me Kol 1 Caxipany - ----- ---- Project: j{o1 1 gi a1 -- Address: — Tigard, U.'ragot! Contractor: Tha j{pl 1 c�r�mrtiar—n�r Sub Contractor: -- - Concrete Supplier: -,WP4t-Prn pari Flc' Truck No.362.__ Ticket No. 69914-11 Cast By: _ M Pa}w __ Test Time: 7•dS lood No. _.-1. 55 Sunny Temp. High: 8,-��._ Temp. Low - Weather: _� — -- Building P closure -- -- Location of Placement: `- --- —Cu. Yds. Concrete Temp:—_— Strength Requirement: _ 1(1(1(] PSI a ?R _ days Slump 4" _ Cement Type_l. Mix No./No. Socks......Mix #7?7 _ Air Content Max. Aggregate Admix. Amount: Crand: _ Admix. Amount: Brand: — Set I fust 4 � Register Date � Dote — Unit ! Toni! Area Uni--�—R•;p°'+ _ No. Days Number Recd Test wt. load �j PSI No. 28.27 1 — 0 61 1. 7 3207 8-20 8 -26 69 292 2.450 28 3207 8-20 9 -16 97,735 28.27 3460 67 28 3207 8-20 9 -1.6 95,901 28.27 3390 67 Remarks: __ cc: City of Ti and ----- Mackenzie/Saito & Assoc. conew rdon Ins1wt-60n[I RrlauJ"Trsrs son g Inc. ��LTesti.n � P.O.Box 23914 -ngerd.Oregon 97223 Phone(503)684-3460 August ltd, 1986 #CP-2722 FIELD INSPECTION R"POnS DATES COVERED: August 14 , 1986 Koll Business Center 'Tigard, Phase II E KOJEC'1'� ADDRESS: Oregon f Tigard, 1NSPECTOR: h ,� "N" , PeriJneter was nailed 4 on 8-14-86: Inspected nailing on Bldg. 1 nails instead of in also because roofer was usingto center and the edging freer. Nailing was done according roved by iop.center 'Phis was approved by eng tions which were app plans and specifications with the above excep engineer. 4 ] system.y Work was "P" for built-up roofing ply 1y s stem with Also inspected Bldg. followed by a two pd going well. A base sheet was Roof laced was done according to plans the cap sheet still to come• and spec if icat ions to date, submitted, Respectfully TEST INC. Douglas Leach President CS:llo cc: City of 'Tigard Mackenzie/Saito & Assoc• The Koll Co. ti -rG f./ 5/ate LNC' ►� 'T'/ L !=• T Q Jut= /�• ? /. �•-C /f" �. �// S d S�r�Q q n S -t e7 !c..1Q�✓IC'$1'7 >rt�> �• r' y 1 16a .r.+/ ,,,p-r,>,4 A:L ,/-/ �T/Q. !•�� z Cz) fa Ste. ;L) 3 H 54 6 $ S ' Z }! s;:, 5 17 P�LDr..1 e-all ILI r 12-r l//Ci t• N1I12� t <r A' 00- �c—: s (I ) H Sig, 4 I z F 1 N 14 3Z. By �• ; .tit ___1C•sa-- �1- y b _-- BATE 2 4-0 J09 NO ._ MACKENZIE ENGINEERING INCORPORATED SF(T aF 0690 S W BANCROFT STREET PORTLAND,OREGON 97201 (503)224-9560 Construction Inspcctiun ttr Rclarcd Vests Carlson Testing, Inc. P.O.Box 23814 — 6 x 12 ConcreteTigard,Oregon 97223 REPORT OF TEST SPE_CMENS Phone(503)6U-3460 _ 86 Job No. CP-2722 Permit No. Date Moldr�d: — 8 -15 19 Client: The Koll Project: Koll Business Center Phase 11 -- ------ -----�---- Address: Tigard, Qregon — — Sub Contractor: S.D. Deacon -_ Contractor. The Ka11. Col�any " Western Pacific — Truck No. 324 Ticket No. 6006 Concrete Supplier: _..—_— -- Test Time: Cast By: B. O'Connor __— load No. __ 1 92 60 Sunn;' Temp. High: Temp. Luw: Weati !r: _ - Retaining wall back of bldg. R trasch enclouser panels pour in bldg. N. Location o1 Placement: ---- _Cu. Yds. _— Cuncrere Temp: 4000 PSI ® 28 days Slump 4" —_Cement type I — Strength Requirement: _ _----- --- Air Content ----- Max. Aggregate- 3/4" Mix No./No. Sacks Admix Amount: .._ Bran d+ --- Admix. Amount: Brand: _ - -r— r — --r- —Tc n, Area Unit Report aet Tess - Rey stet Doh Date Unit load �- -- -f PSI No. No Days Number — Rec'd Test Wt• 3190 8-16 8 -22 94,704 18.27 3350 60 I 7 — 28 3190 I B-16 9 -12 115,750 28.27 4090 66 117,698 28.27 4160 66 28 3190 8-16 9 -12 — cc: City of Tigard _._—�-- --- Remarks: Construction Innroction&Related'rests Carlson Testing, Ince, 6 x 12 Concrete P.O.Box 23614 WORT OF TEST SPECIMENS Tigerd,OnVon 97223 Phone(503)684-3480 Dote Molded: 8 —13 , 19 86 Job No. CP-2722 Permit No. Client: _ The Koll Campany Project: Koll Business Center Phase II Add efs: Tlgard-,-Oregon Contractor: _ The KO.11 Cotnpany_ Sub Cnntractor: S.D. Deacon _ Concrete Supplier: _ Western Fa .iC f is _ Truck No.389 Tirket No. 5345-13 Cost By: H. PaysQp_ Test Time: Load No. --2 Weather: Sunny Temp. High: 82 Temp. Low- , 60 location of Placement: _ — Retaining walls on east side of buildi.:ig N and electrical pad footing at S.E. corner of N Cu. Yds. Concrete Temp: Strength Requirement: 3000 PSI 0. 29 days Slump--A--VX'—' —Cement Type 1 Mix No./No. Sacks—1i 727_ Air Content_ Mas. Aggregate 3/4"_____ Admix. Amount: Brand: _. Admix. Amount: -- Brwid: Set Test® Register Date Date Unit Trtal Area Unit Report Nom. Dos Number Recd Test Wt. load PSI No. _ 1 7 31.55 8-14 8 -20 77,954 28.27 2760 _5 9 28 3155 8•-14 9 -10 109,810 28.27 3850 65 28 3155 8-14 9 -10 1-06,387 28.27 3760 65 Remarks: cc: City of Tigard MccE enzze i o & Assoc. — �r MACKFN7_IE/SAITO 8 AS SCXCIATES - 7..OREGON 1 �, (11111 I MACKENZIEJSAITO&A" ;IATES ,WASHINGTON I iI Jl 1 0690 Sw AntrCpO� Stc�EEi �".Jr,��D.OREGON 9720 (503)22a 9570 RECORD OF TELEPHONE CONVERSATION J 0 B NO. Z�Sa54 TIME---J INCOMING CALL .-.�. — DATE _ OUTGOING CALL lf�-y,�n-d- _PHONE NO. COMPANY. SUBJECT _--- - SNgI,k ______----—---- --- A r- \ E a—�_.__--- E u-ri 1z Rx F lz OIIJ - __ ' IN-!T N _ — __ Boa you l-Ta N �r 1..; C"U&Umon 1"Sp, dom t • Carlson Tes41ng, Inc* PO.Box 23814 / 972:3 PQerd,Oregon Phone(503)PM-3460 August 12, 1986 #cP-2722 FIELD INSPECTION FEPORTS DATES COVERED: August li and 12, 1986 pROjECT: IColl Business Center Tigard, Phase II ADDRESS: Tigard, Oregon INSPE MR- C. Stasch The 8-11-86: Inspected roof heathing and nailing in B`ri_lding "P" following items were noted: 1. Several shiners were noted, nailing. 2. Scm joists did not have any 3. 1�2" to 1 gaps were noted between plywood sheets. ,� instead c,f. 4" O.C. • 4. East end perimeter nailing 8 a.c• of the specified lod 5. 8d Screw Shank Nails are being used instead box nails. 1tP.iT1S. Sara Gr if f.ith was not if ied of the above P Roofer was filling in root on Bldg. was missed haVe 8--.12-86: Reinspecteddown 000f tshinailing . All areas where nailing gaps and pounding been renailed. tability Sam Griffith will check with the en9 ineer to determine the acceptability of. the nails being used. tie also stated that no more than ]�8 gap sheets is acceptable. Respectfully submitted, � CARL,r TESTI, INC. ' Douglas W. Leach President llo cc: MackenvieiSaito & A-ssoc• City of Tigard The Koll Co. CARLSON TESTING' 'NC. jof P. 0 Box 2381. SHEET NO, OF TIGARD, OREGON 97223 Phone 641-4114 CALCULATED BV - DATE._.-_ __ CHECKED BY DATE SCALF � 96 IQe. ��h �� foo � �-►�� �i�.� �-- 6u l' hr<<� aCM.d d -uc� S 4-f cox U-' - ku ;/4 yh ,Sse� �. A �-� �1il�,c's> ��r w DAiia� Fwd CALL EP M,�ck'r�/z�rr Cv �'ateap 7-2) fT� ,y� NA VAek A A,BOV+ 7W-e- Sr Z 5 (' F AIA t,4 S -r *-r ('lam4.cOA/ 40 l s tA.S ^/ t,- 6 N Pf e Coo F A U M,4,rs#,aa w1 b r3Aeo" SA r D qtr- 'f; p 5«¢ it/ s�4awY /Va/LS W4y 41yeovreD ttf42>0 v i�-N 44� O r-F/edP, NOW NWEP lff�`s FovN v, o A/cl Tffrr Cd-s r= , A FTke e4f4fVIA(6- . CA) 13uhol'x,6� • 0,k. 7'o L6ra✓rr-- ,4.S /VAliljb . ( B) A,ILDJ#,/& PI. YA/L FAN EL r064,�5 4 " D, c , 911 'wiptrAt 60-4ei +�r Bei► +� s +� � wr Construction lnsf"'thon&Related lit.t. Carlson Testing, Inc. P.O.Box 23814 Tlgerd,Oregon 97223 Phone(501)664.3460 August 1, 1936 #CP-2722 FIELD INSPECTION REPORTS DA'I'ES COVERED: July 31, 1986 PROJECT: Koll Business Center Tigard, Phase 2 ADDRESS: Tigard, Oregon INSPECTOR: C.D. Brown 7-31-86: This was final inspection of .Bldg. "P" field welding of precast wall. panel to panel, spandrel to panel, and attactment of glu-lam beam hangars to wall.s. All found satisfactorily completed. Respectfully sutmitted, CA.RLSO,,N TESTI1*3, INC. AJ Dou-las W. Leach President CDB:l.lo CC: City of Tigard Mackenzie/Saito & Assoc. The Koll Co. ger w aw e� w �r Consnvedon Inspection&Related Test, Carlson Testing, Inc. P.O.Bos 23614 nyerd,Oregon 97223 Phone(603)664.3460 July 30, 1986 #CP-2722 FIELD INSPECTION REPORTS DATES CCNERED: July 28, .986 PROJECT: Koll Business Center Tigard, Prase 2 ADDRESS: Tigard, Oregon INSPECTOR: C.D. Broom 7-28--86: This was initial inspection of field welding of precast panel to panel, panel to gl.u--lam hangar and opandrel to panel. connections for Buildings N, P, R. Presently, Bldg. N has reached 50% completion, Bldg. P has reached 90% canplet ion, and Bldg. R has reached 80% canple fton of all field welding. Welding viewed appears satisf,--tory per requirements of project specifications/drawings. Welding is being performed by the followinq certifiei3 structural welders using SMAW and FC-AW processes, E7018 series electrodes or E70 series wire: tiowaxd Jotuison, City of Portland Permit# D-883 Expires 5-20-87, All positions M.S. , L.N. , Wire Jeff Kohler, Northwest Testing Report# 295338 Wire, All Positions Northwest Testing Report# 295341 Loa Hydroqen, All Position€ Respectfully submitted, C SON TESTING, INC Douglos W. Leach President CDB-110 cc: cit-.y of Tigard Mackenzie/Sa'to & Assoc. The Koll Co. \ETON Cr Cf...� '•12� `�►r' WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Manton St. • Aloha, Oregon 97007 • 5031649.8577 F DIST July 16 , 1986 Basic Fire Protection , Inc . 940 r . E . t.ombard Avenue Portland , OR 97211 Dear Sir : RE : Koll Business Center Phase II S .W . Nimbus Avenue Tigard , Oregon 97223 The plans submitted on the a ea ovethe notedipro`jectng have been reviewed by this office and we of fer1 . The main drain is to be piped so that full sprinkler tests can be conducted without any damage occurring to adjacent landscaping . 2 . The inspector ' s test valve is to e located not higher than 7 feet from floor level . Subject to these conditions your plans are approved and have been stamped and noted as such . We have retained one COP for cthe public record and are therefore returning the opies Lo you . ng If you have anhc4`�tate°to �ontactcomments atregard rlearlhestrconven- Niease do not ience . Sincerely , WASHINGTON C^OUNTY17 FIRE DISTRICT NO . 1 J 1 hn K . Dalby Fire Prevertion Officer ssw cc : City of Tigard Bldg . Dept . Koll Construction CO - I nSpector o .Inspector Campbell STOP V!RES— SAVES LIVES Construction Insfwaitrn&Related 7i•st+ Carlson 'Nesting, Inc. P.U.Bo:23814 Tigard,Oregon 97223 Phone(503)684-3460 July 3, 1986 #CP-272"2 FIELD INSPECTION REPORTS DATES COVERED; July 2, 1986 PROJECT: Koll Business Center Tigard, Phase lI I1Q5 R:Ti�abd re,BOon 7-2-86: Inspected was made on placement of reinforcing steel in panels of Building "N" and columns of Bldg. "R". Pane Ls inspected Wier 1, 2, 10, 11, 12, 7B, 9, 6, 13, 14, 15, 16, 17, 18, 19, 26 and 28. Rebar was of required size and placed as shown on structural drawings and detail drawings. Column steel in Bldg. "R" is too short and added rebar will be placed at the top. Panels not ready yet for pour are 3, 4, 34 and 7A. Respectfully submitted, TES' -.,,I INC. Douglas W. Leach President- 110 CC: City of Tigard Mackenzie/Saito & Assoc. Tiie Koll Co. y Construction Inspection&Related Tests Carlson Testing, Inc. -- P.O.8•sx 23814 6 x 1.2 Concrete 'ngerd,Oregon 97223 REPORT OFTEST SPECS Phone(503)884-3180 -7 —3 , 19 86 Job No. CP-2722 — Permit No. Date Molded: — The Koll CaTpany --- ClieM: — Koll Business Center Phase II --- Project: --- Address: Tiger Oregon The Koli S.D. Deacon —_ Contractor. _—� any _— Sub Contractor: --------I�� Western Pacific Truck No.331,3 5,331 Ticket Na. _—TO-8062 108035 -__ Concrete5upplier: 0� 862- W. ScheribeLTest Time: — load No. - 3,7,13 Cast By: — -- — _ -- - - — 70 55 Sunny Temp. High: Temp. low: Weather: 11, 12, 13, 14, 15, 16, Panels building "N" 1, 2, 3, 4, 7A, 7B, 9, 6, 10, I.ocation of Placement: 17, 18, 19, 26, 28, 34. - _ --Cu. Yds. Concrete Temp: =--- 3000 PSI ® 28 days Slump- 4-�1 Cement Type--_- Strength Requirement: --- Cement Type Mix #"28 Air Content, Max. Aggregate_-3/4" -- Mix No./No. Sock- ._— — Brcnd:w/A.E.A. Admix. Amount: Brand: -- Admix. Amount: — Total Area Unit Report Set Test® Register Date Date Unit load PSI No. No. Days Number Recd Test Wt. j 827 7 2750 7-4 7 -1C 14,401 2 2630 48 -- 28 2750 7-4 7 -3197,729 2.8.27 3460 58 _ — 28.27 28 —2.750 7-4 7 -31 _99,626 3520 56 — TI 7 2751 7-4 7 -10 79,81; 28_27- 2820 48 28 2751 7-4 7 -31 115,150 28.27 4070 _ 58 28 2751 7-4- 7 -31 151150 28.27 4070 _ 58 _ 1 III 7 2751 7-4 7 -10 28.27 784 2780 48 _ 64 i 28 2752 7-4 7 -:11 _ 1.12,810 28.27 3990 58 cc: City of Tigard -- —. --- -_- Remarks: structural drawing. Goneeruedon Insprrtion& Rr.iaird Teats Carlson Testing, Inc. P.O.Dox 23814 Tlgerd.Oregon 97223 Phone(503)684-3460 June 30, 1986 #CP-2722 FIELD INSPECTION REPORTS DATES COVERED: June 27, 1986 PROJECT: Kol.l Business Cen`.er Tigard, Phase ADDRESS: Tigard, Oregon INSPECTOR: C.D. Brawn 6-27-86: Inspected re-steel in Bldg. "N" precast wall. panels #19 thr-a 34. A11. satisfactory. Respectfully submitted, CARLSON 'IrMING11. J Douglas W. Leach President llo cc: City of Tigard Mackenzie/Saito & Assoc. The Koll Co. UIILNW- ALIN Construction Inspection R Related Tests Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23e14 REPORT OF TEST SPECIMENS Tigard,Oregon 972?3 Date Molded: 6 -30 19 86 Job No. CP-2722 Permit No. Client: -- The Koll C mpany _ — Project: — Koll Business Center Phase II - _ Address: Tigard, Oregon The Koll Company S.D. Deacon Contractor: Sub Conti actor: Concrete Supplier: _ Western Pacific Truck No.376, 355— Tickot No. 10724 — Cast By: W. Scheribel Test Time: Load No. . 3, 7 Sunny 80 55 Weather: _ Temp. High: Temp. low: Building N panels 20, 21, 22, 23, 24, 25, 8, 6, 30, 32, 31, 33, 27. Location of Placement: Cu. Yds. -Concrete Temp: - n Strength Requirement: . 3000 __PSI ® 28 days Slump 3 3 4 Cement Type Mix No./No. Sacks Air Content __— Max. Aggregate— 3/41' Admix. Amount: — Brand: W/F,.E.A. Admix. Amount: Brand: Set Test a Register Date Date Unit Total Area Unit Report No. Days _Number Recd Test Wt. Load PSI No.__ I 7 2706 7-1 7 - 7 28.27 91,144 3220 47 _ 28 2706 7-1 7 -28 28.27 _ 119,108 4210 57 _ 28 2706 7-1 7 -28 28.27 11-7,701 4160 57 II 7 2706 7-1� 7 - 7 28.27 - _{-_ 94 655 .- -3150 _gL 28 - I 2706 i 7-1 7 -28 28.27 121_480 4300 57 28 2706 7-1 - 7 -28 ].19 963 28.27 4240 57 cc: City of Tigard Remarks: M„-4a., -- — ----- -- -- Urfa 1V_Wkqw_V�Fw �w_L1W_Xqw111"[M C;onstnu-tion Inspection&Related Tests Carlson Testing, Inc. 6 X P.O.Box 2.3814 REPORT OF 12 Concrete TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684.3460 Dote Molded: 6 -76 ' 19 86_ Job No. CP-2722 Permit No. Client: The Koll Company Project: _ Koll Business Center Phase II Address: Tigard, Oregon Controctoi: __ The Koll CaltpanY Sub Contractor: S.D. Deacon 106710-13 Concrete Supplier: Western Pacific Truck No. 336, 308 T(ket No. 106713-13 Cast BY C. StaSCh fest Time: 7:00, 7:20_ load No. r�r 9 _ Sunny 80 50 Weather: _ Temp. High: Temp. Low: Panels building P 7, 7, 9, 3, 65, 2, 26, 34, 33, 31, 30. Location of Placement: _ --- Panels building K 8, 9, 17. Cu. Yds. Ccnuete Temp: Strengih Requirement: 3000 PSI a 28 daysSiump 3 1/2" _Cement Type—I–II Mix No./No. Sacks MiX 728 Air Content _ Max. Aggregate�4��____ Admix. Amount: —� Brand: w/A.E.A. Admix. Amount: _ Brand: _ Jet Test W Register Daie Date Unit Total Area Unit Report No. Days Number RecdTest Wt. Load PSI No. 1 7 2672 6-27 7 - 3 86,059 28.27 3110 45 28 2672 6-27 7 -24 116,570 28.27 4120 55 28 2672 6-27 7 -24 117,412 28.27 4150 55 Hold 2672 6-27 7 _24 1151121 28.27 4070 55 II 7 2673 6-27 7 - 3 86,280 28'27 3050 45 28 2673 6-27 7 -24 103,800 28.27 3670 55 28 2673 6-21 7 -24 105,506 28.27 3730 55 _ Hold 2673 6­977 -241 _ 103,302 28_27_L 3650 55 _ Remarks: cc: City of Tigard err +A sw taw tsw !1 �( Construction/nsre+c-Nnn R Rchtcd Tests Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23614 REPORT OF TEST SPECIMENS Ttgerd,Oregon 97223 Phone(503)661-3160 Date Molded: 6 -26 ' 19 86 Job No. CP-2722 Permit No. Client: ___ The Koll. Cotrpany Project: Koll Business Center Tigard, Phas` II Address: S-W. Scholls Ferry B2ad, Tigard ` Contractor: — The Kell Company _ Sub Contractor: _ S.D. Deacon -- Contrite Supplier: -_Western Pacific _ Truck No. 389 — Ticket No. _106727-13 Cali By. — C_Stasch Test Time: 8:15 load No. 10 Weather. Sunny -- 80 50 Temp, High: _ Temp. low: _ Location of Placement: Building P panels 7, 8, 9, 3, 6, 5, 2, 26, 34, 33, 31, 30. Building K 8, 9, 17. -- --- - — __ Cu. Yds. Concrete Temp: ----- Strength Requirement: 4000 _ PSI ® 28_ days Slump 3 1/2° — Cement Type I-11 — Mix No./No. Sacks_— Mix #728 —_ Air Content------ 3/411 Max. Aggregate —�_ Admix. Amount: -_ Brand: w/A.E.A. ` Ad;Jx. Amount: — _ Brand: _ Set Test ® Register Date Gate Unit —� — To d Area Unit Report No. Days Number Recd Test — Wt. _ Load PSI No. III 7 2674 6--27 7 -- 3 _ - — 86,280 28.27 3050 46 28 2674 6-27 7 -24 28.27 _ 119,018 4210 56 28 2674 6-27 7 -24 18.27 --- - —_ — 117,129 _ 4140 56 Hold "1674 6-27 7 _l428.27 118,288 —� 4180 56 Remarks: . cc: City of Tigard n z t o S — '� �•• w as ■w .� wr ti (:onstruction Inspretlon&X014"d 7W" Car-son ALMW Ong-) ���• PO Box 23814 Tigard,Oregon 97223 Phone(503)68? 3460 June 24, 1986 #CP-2'722 I e FIELD INSPLX'PION REPORT 1.986 DAT1Z pZp � D: June 17 through June 18, PPp,7BCT: Koll Business Center Tigard, Phase 2 ADDRESS: S.W. Scholls Ferry & Nimbus INSPt�x.'1C)R: C.D. Brown majority of balance of Pre-cast 6-17-86: Inspected installation of proceresteeding l in maj y but no panels 100% panels for. building "R Same proceeding satisfactorily, Yet to be places]. crmplete due to minor amounts of resteel y ted resteel in valance of all precast Panels for building "R. 6-18-86: Inspected structural drawings present. No problc3ns noted. all now 100% ccmPleted per Respectfully sutmitted, TESTI t INC- rX iglas W. Leach Pr(sident ktk cc: City of Tigard Mackenzie/Saito & Assoc' 'orf ' rlt! i * Corrected Report Cansrnu-riun In.sikvriun&Relarcd Tests Carlson 'Testing, Inc. 6 x 1 P.Q.Box 23814-2 Concrete Tigard,Aragon 97223 REPORT OF TEST SPECIMENS Phone(503)684-3460 Date Molded: 6 -24 19 86_— Joh No. CP-2722 — Permit No. Client: _-__ The Koll Ccnpany Project: Koll Business Center Phase II ti Address: Tigard, Oregon Contractor: The Koll Cetnpany Sub Contractor: S.D. Deacon Concrete Supplier: Western Pacific — Truck No.364, 329 Ticket No. _ 10C :04-15 Cost By: C. Stasch Test Time: 7:35, 8:30 lead No. 4, 8 T --_ Sunny87 55 Weather: _ Temp. High: Temp. low: -- _ Building P panels 20, 19, 17, 21, 18, 13, 11; 16, .12., 14, 22, 23. Location of Placement: -- Cu. Yds. Concrete Temp: _ 319 Strength Requirement: _ 3000 PSI t_28_--days Slump 4" -.—Cement Type I–II Mix No,/No. Sacks W Mix 728 Air Content-_ — Max. Aggregate_ 3/411 Admix. Amount: Brand:w/A.E.A. _— Admix. Amount: _ Brand: Set Test in Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. load PSI No. 1 7 2632 6-25 7 - 1 28.27 91,836 3250 43 28 2632 6-25 1 7 -2.2 28.27 ---- -- — __-116 390 ' D- —53--- 2.8 2632 6-25 7 -22 28.27 — — 115,150 ---- 407053 Hold2632 6-25 28.27 -2 --114. 44060 5-3 11 7 2633 6-25 7 - 1. 2.8.27 2770 43 28 2633 6-25 7 -22 28.27 F,'7n I , - - � —+—�-- 28 2633 6-25 7 -22 28.27 Hold 2633 6-25 28.27 ---- -- 7_22 - — - -- — 7� - cc: City of Tigard Remarks: ----- Mau i Construction lnrlxrtion R Related Tests Carlson Testing, Inc. 6 x 12 Concrete F.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)6U-3460 6 -24 86 CP-2722 Permit No. Dote Molded: —' 19 _ Job No. _ — The K01.1 Company Client: — Koll Business Center Tigard, Phase II Project: --- Address: S.W. Scholls Ferry Road, Tigard The Koll CaTpany S.D. beacon Contractor. .— Sub Contractor: _ Concrete Supplier: _We-stern Pacif is Truck No.339 Ticket No. 105326-13 Cast BY: C. Stasch Test Time: 10:10 — load No. 15 _ _ Sunny Y 87 55 Weather: — __ Temp. High: , Temp. Low: Building P panels 24, 25, 27, 32, 28, 29. Location of Nacement: —_ — - Cu. Yds. ___ Concrete Temp: Strength Requirement; _ 3000 PSI a 28 daysSlump 411 Cement Type I-II _— Mix No./No. Sacks Mix #72.8 Air Content Max. Aggregate 3/41r Admix. Amount: Brand:W/A.E.A. Admix. Amount: _.-- Brand: —_-- Set Test a Register Date Date Unit Total Area Unit— Report No. Days Number Recd Test Wt. Load _ __ PSI No. III 7 2634 6-25 7 - 1 28.27 86,438 3060 44 28 2634 6-25 7 -22 103,660 28'27 3670 54 28 2634 6-25 7 -22 213.27 105,510 3730 54 Hold 2634 6-25 28.27 -22 102,966 _ 3640 54 Remarks: cc: City of Tigard _ — --------- — t*r t♦ � wl w[ aR Constniction/nspcction&Related Tests Carlson 'besting, Inc. P.O.Box 23814 6 x 12 Concrete Tigard,Oregon 91223 REPORT OF TEST SPECIMENS Phone(503)684-3460 Date Molded: ._—_ 6 -19 19 86 Job No. _ CP-2722 Permit No. Client; _ The Koll Ca»pang —_------- ------ ---- _ Project: Koll Business Center Phase II � -- Address: -_'rigard, Oregon _ _ ----- — ---- - The Koll 0mipany Sub Contractor: _ S.D. Deacon Contractor: - -1T Truck No. 331 r Ticket No. 105594-13 C.oncr9fe Supplier: Western Pacific - �— h Test lime: 7:30,8:45 Loud No. 1, 7 - Cast By: C. 5t-_a c - 73 53 :tunny Temp. High: -- Temp. Low: ---- Weather: — Building R tilt panels 37, 38, 1 to 1.1, 13, 14, 17. - Lecation of Placement: - 9 Cu. Yds. — Concrete Temp: 4" Strength Requirement: 3000— -PSI ®_78 days Slump Cement Type Mix 728 Max. Aggregate 3/4" Mix No./No. Sacks__� _ Air Content ---- Admix. Amount: Brond: w,/A.E.A. Admix. Amount: _ Brand: Set Test ® Register Dole Date Unit Total Area Unit Report Recd . Test Wt. load PSI No. No. Days Number Re — 1 7 2571 6-20 6 -26 28.27 82,327 _- 2910 41 28 2571 6-20 7 -17 28.27 , 106,940 3780 _5� ^� 28 25.11 6-20 7 -17 � 28.27 ::108,020 3820 51 — 'cold 2571 6-20 28.27 7 -17 105,793 51 3740- 11 7 2572 6-20 6 -26 28.27 85,311 3020 41_ 28 2572 6-20 7 -17 112,606 28.27 3980 + - 51 28 2572 6-20 7 -17 114,650 28.27 4060L 51 Hold 2572 6-2028.27 7 _dr7 115 731 4090 51 cc: City of. Tigard Remarks: ---�� -� — Construction 1",p tion R Related Tests Carlson Testing, Inc. P.O.Box 23614 Tigard,Oregon 9722 6 x 12 Concrete TEST SPECIMENS Phone(503)694-3460 REPORT OF — Cp-2722 Permit No. 6 -19 86 _ lob No. Date Molded: _---- 19—86 - - The Koll Company Koll Business Center Tigard, Phase Project: _ S.W. Scholls Ferry Road► Tigard --- Address: S.D. Deacon The Koll Corny Sub Contractor: _-- ---� I Contractor: — 105675•-13 Truck No. 38—9_ 3339 Ticket No. — 6er: western Pacific -- 13, 17 Concrete Supp 1.0:15, 11:05 load No. — Test Time: — -- --- Cast BB C. Stdscrt 53 73 — Temp. low: _------ Sunny _ Temp. High: Weather: --'-- 38 1 to 11, 13, 14, 17. -_- Bilding R tilt panels 37, , Location of Placement: — 68 Cu. Yds. ConcreteTemp: -- 3000 PSI ® I-II 28 daysSlumP_ 3 1/2 Cement Type —- ----— --_•-- -------' Strength Requirement: Max.Max. Aggregate.-------_—. _ Mix #728 Air Content -- Mix No./No- Sacks _ - Brand: _----- w/A.E.A. Admix. A,-:oust: -- Report - Brand: - Unit P Admix. Amount: --_— - pate Total Dote —Unit load Area PSI No. Set g Register Wt. -- Test ® Rec'd Test No. Days Number __ 28.27 42 _ 6-20 6 -26 82,931 2930 III 7 2573 _ __---- --"-' 28.27 52 28 2573 — 6-20 7 -17 _ 112,360 - 3970 I 28.27 3940 52 - 28 2573 6-20 7 -17 - 111,475 _ --- 28.27 4030 52 Hold 2574 6-20 7 _17 114 047 —____-_ 28.27 1Q A2.— 7 2575 6-20 6 -26 7914 _ _37 IV - --"— 28.27 - - ---- 6-20 7 -17 106,370 —.92— 28 2575 -___-- - --- 28.27 --- —"28 2575 6-20 7 -17 144.k$ .—_. 92 20 E1 l I old 2575 6_ - 7 -17 — �1— cc; City of Tigard —__--_—__— — R e mo r ks: .—.--.------tohCJm 717F li t CT Er (:unstnrRiun Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 h X 12 Concretf' Bard,Oregon 97223 REPORT Of —_ TE51 SPECIMENS Phone(503)664.3460 Dote Molded: _-- 6 -16 19 86 Job No. -CP-2722 Permit No Client _ _ The Fol l Ccn3any Project: Koll BU$iness Center P!lase Address: Tigard, Oregon -- —��_�--_--- Contractor _ — The Koll Curyany Sub Contractor: S.D. �COn _ . — Concrete Supplier: Western Pacific Truck No.364, 331 Ticket No _ 105045 C.M. Yu_ckert Test Time: Load No. _ 5, 8 Cast By: 50 cloudy Temp. High: - 70 Temp. low: Weather ._ Tilt-up panels 34, 35, 22, 23, 24, 25, 26, 27, 30, 32, 33, 19, 20, 21, 16 Location of Placement: 18, & 12. -- -- - 170 Cu Yds. ,Concrete Temp: 1, 411 St,ength Requirement: — ____ 3000 PSI ® 28 days Slump 1�L _Cement Type --- Mix No./No. Sacks-_ Mix 728 Air Content_M Max. Aggregate-_L/4" Admix. Amount: -- :d ran -- B _ Admix. Amount: _.__ Brand: _ --- .-__--� r _— ---�-- Total Area Unit Report Set Test ® Register ^ Cate Date Unit PSI No- No. Days Number Recd Test Wt. load _ 1 7 _ 2533 6-17 6 --23 79,474 28.27 2810 35 10 2533 6-17 6 -2fi 96,365 28'27 3410 39 Hold 2533 6-1? 28'27 4380 49 7.-1 : 12.3,750 Hold 2533 6-17— 2E1.21 4340 49 _ 7-14 1?.2 754 — __ II 7 2534 6-17 6 -23 80►347 18.27 2840- 35_ 10 '2534 6-17 6 -26 88,119 28'27 3120 3 _ EVgld 2534 6-17 7-14 _ 118,661 28'27 420 f�gld 2534 6-17 7-14 119,959 28.27 cc: city of Tigard - Remarks: IL w� +R► '#! i! Its � Constnuction/n.,%[wc-tion&Related 7e.Ytc Carlson Testing, Inc. PO.Box 23814 6 x 12 Concrete Tigard.Oregon 97223 REPORT OF _ TEST SPECIMENS Phone(503)6U-3460 6 -16 19 86 Job No. _ CP-`2722 Permit. No. Date Molded: —— The Koll Caiipany Project Koll Business Center Tigard, Phase II __ -- Address: --S.W. Scholl s Ferry Road, Tigard _ Contractor: The Koll Ca»pany —�—__ Sub Contractor _�.S.D. Deacon --- 105079 - Concrete Supplier: Western Pacific Truck No.337. 364 T,,i et No. _ 105095-- Cost By: C.M. Yuckert Test Time: , load No. __15, 20 Cloudy� Tamp. High: 70 Temp low: _50 Weather: ---- Tilt-up panels 34, 35, 12, 23, 24, 25, 26, 27, 30, 32, 33, 19, 20, 21, 16 Location of Placement: — - -- 18 & 12. —Cu. Yds Concrete Temp: Strength Requirement: M______ 3000 — PSI ® 28 days Slump_4_._114 _ Cement Type i Mix No./No. Socks Mix #728 Air Content Max. Aggregate— 3/4" n Admix. Amount: —, Brand:W/A.E.A. Admix. Amount: — —Brand: — Set Test® Register T- Date Date Unit Total Area Unit — Report Ido. Days Number Recd lest Wt. Load PSI No. lII 7 2535 6-17 6 -23 90,373 28.27 3200 36 10 2535 6-17 6 -26 102 850 28.27 3640 40 — --� tr�ld 2535 6-17 7-14 _ 128,460_ `°'27 4540 50 "1d 2535 6-17 7_14 129,427 28.27 4580 _ _ 50 IV 7 2536 6-17 6 -23 79,378 28.27 _ 281.0 36 10 2536 6-17 6 -26 92,9$ 28.27 4B__ -- E?ld 2536 6-17 7-14 11$x.$ 28.27 - 421Q 50 2536 6-17 7-14 Remarks: cc: City of Tigard _ x_ � _��_----- Conscrucdon Inspection&Rclsrcd 7e,%(.� Carlson Testing, Inc. P.O.Bos 23614 Tigard,Oregon 97223 Phone(503)664-346C JunE 12, 1986 #fCP-2722 DAILY F1 1) IN,VEMR REPORT DATES UMMED:: June 11, 1986 PTOJF,GT: Kol l Business Center Tigard, Ph. 2 ADDRESS: S. W. Scholls Ferry Road, Tigard INSPEC'MR: A. M. Ming 6-11-86: Inspected rebar for Building R tilt panels 33, 34, 30, 29, 35, 32, 27, 26, 25, 24, 23, 22, 21, 19, 18 and 20. Contractor plans to wet set No. 4 bars tying panel to slabs (panels 30, 29, 24) during concrete plaounent, Inspection based on ch,?- drawing sheet 7247-5, dated 5-26-86. Panel 2) is missing three (3) No. 5 bars on one end. Per structural engineer, bars marked for ear., face cannot simply be tied in the center about horizontal bars. This would -quire retying steel in all panels, CTI inspector requested that structural engineer discuss this with superintendent at S. D. Deacoa because rety-ing steel will probably cancel concrete placement for 6-12-86. Respectfully submitted, CARI_.SM TESTING, INC, L Duuglas W. Leach President AE:sl l cc: City of Tigard Mackenzie/Saito & Assoc. MACI ZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS l_ ��' -_____ �r�lAl��'SAI��IAi�OAlATABMII�u• 8Y �� DATE A�IAIfa�lf�lls CHKD.BY DATE �"'�— SHEET NO.�OF JOB# � $ �J ---'—' oF D5 514 c)w RF (, 3 p\AJ C� 1. 9 2>< q . 7 Ws , s Ip r .--lro �Q,y� AY 39 E'SF 1 3H.1 S I I I i LINff '� 39 �C sgKgD A4 M = - �rd,Cd1N / MACK °IE ENGINEERING INCORPORATED BY DATEi CONSULTING ENGINEERS 1 J l wildlAG�1�pAAl�f/�IApO�IA/�8l��V• CHKD.8V _DATE— � ��— JOB#t- 'Fi� DMC1 - e/i1olmm" — n ILIt. to 0 1. ,5 1 � •S � x1�, s Y, I-% ei el 7I G � �/ 1 MMMULM-lu-LMURAL��m�Imm'm MAC ZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY DATE /('/�� �. Tl G �MROIO�l�IA8AM�0tIIA6�0�1A7�9��U• CHKD.BY _DATE �"U 1 p A�IrffflDfRr JOB# lz 6 14a 5 o SHEET NO F.y---OF-- -- i RL S �t, l 1 y M X1.1 X11.D� 2,4 ') ►ti� C _ •j � r y j . . vl,iti k e' 1ux15 MACI ?IE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY DATE G " t.,L_�� 1 \ l__ QO�II����wlAllIOOIAT�/I�U• CHKO.BYE DATE JOB*- os o SHEET NO._.L OF _ L) G F _r IL L. z , 46 tj E r1 1 i .I MAC? 'ZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY DATE CHKD.BY__ DATE JOB*___ � •�w�Nf� ----- SHEET NO. f 4L _OF -_____ CO L (Alp 1 '). 7. x. • a MACY 'IE ENGINEERING INCORPORATED CONSULTING ENGINEERS '"` NI�I�IQ�1�18PgAN1��IlA6S0wttNi�ll��ll• BY-- /f4 DATE ----- �AllilfrGlfi� CHKD 9Y -DATE_---- SHEEI Nc1. '� OF_ ------ f y. JOB F • et 01� r 11 v Y q Y vo rllw �lq ewr qr •a � MACK' 'IE ENGINEERING INCORPORATED CONSULTING; ENGINEERS BY DATE Yy v� `n L L �L�--- ,0I�OI0�Ia�9AI��lIAIfN1lIN1�/�AiU• CHKD.BY---� p � � DATE JOB* �'L3��LSL._—. -- - SHEETNO.- OF--- L F_L 1. o /� S n A L i WE I S � '7 ,� C r , > A 1-3 31 9,5)(-v-15- s6,2 6 t � r �e I -MA MACK' 'IE ENGINEERING INCORPORATED CONSULTINGENGINEERS BY DATE l/I�L 4Kn L L L.r �1MI1010l1AJ�AI�IIAI��IA6�(NIIl1i®A��UU� CHKO.BY DATE_ _ ♦fifllrlEffAB� JOB# P> RC1 SHEET NO. _O c — Eley. 8 " 20 07. oz (C + +7-1, t 5�yX2 �i 1 Mz � 9. G `7x 17. 25"� •- C�+1 �� 7. oti � �-7O� c� c� ' v; SL r 57 r' RW a ME a"M EL 1411F " NYIE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY ---GAVE 61�1,v/� --- �IMeaylnlllI►o�aewoMn� ol• CHKD.BY-,�DAT_E` ��" T � A"-io _ �I�IMIEI(SI� JOBS_ '7jL-rrllo /�� SHEET NO.��1Q- 1 OF l L.c.Jr-'-(. i'�� s.`c✓ /a �.;�� � Q g�'rv•-./ �/9J�1 c�f,�-T' t -Z ��-Ts.� ��� •,1�..� -� U w�nrM 2 sd� pJ +-st f{ elt;Ic D C. MACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEEFIS DATE WO /6_s _, IM�K�N�I��rbrlQlal ��CM(Ifi4TllglO� CHKD.I.'V_ _DATE _ X�LC -r/44-410 JdA4as7 ?L Mi�EirllYa�Ti� JOB#t Ifl F Ga — PSLOGi A.I _— SHEET NO. �h/U• i Cl - / 2 3 r c. ? a 9 n � r T ^ r L�� `�v�►t 1z tiu a'" MACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS DATE ► 1aT __ •IIM��Ifiil�IflIM�1�8�iM��OW1issA�Nb'� CHKD.BY DATE JOB# -��'�sa -- ��� Fl. 2 Z — SHEET NO.r._l- >G auAlo�n uu_ ia..�rq�si3 FTCr I G,140 A 1 USS N ►-nw c., :t �,,, kct 120 of 1, IC 7 !�� c .,o* ?-!, f 4 %1- V 3 L( �, - �4— IGS •-,.�-�q r �-- FR- 11 C.YZ Iy ti + iu 12,5` y22.T td•7 A, 4- 0 o OF �. Von t2vur- K- 0,L) -O-o 4 '7, S 4' o ti 4 -o y 1 IO MACKENZIE ENGINEERING INI.ORPORATED CONSULTING ENGINEERS BY DATE ` /��bS' •QMb��K�ilI�N�AMr1�8�A��0y111i�1A0• CNKD.8 DATE JOB* +"!-PJ G S4- �L IV(. �./ SHEET" NO. F.//7� 3 OF.. --- F TS+'- C.m-I'l G t 9-06X- ra.0 3 6 )r t0 > 2•r 4, f� O-cal S� �•�O �.r a 7. S C 10 34• d " wl wq G� 0075 r t yr �• ' Z1, � v C1v7S �. cu ,..iv �-S t-� oa Gla y Gs• I L.S ��0 4-- 8 rvf�o K. 71 MAPKENZIE ENGINEERING INCORPORATED CONSULTING ENGIIJEERS BY L DATE -&/-/7 r •III�IIfiiY�NIMr1�A/M��Pil1Al76t1�1fit0• CHKD.BV_ DATE GLtJ L( 7't G► JOB*_ -A-lb'Ir- W'r 4► �Z aft. XW ' Gi►!Ll- {- — SHEET N0. 1a! T'JCI'�cA/jQ (IFr6 7 - c.I 'w ri) ► Z. r'fZ 14 LA rL Iw✓C ©-v '� t�-4 r %4. 1. b 07A a' 1C } 'Jl ILA Construction invfwerion&Kdatcd Tests !Carlson Testing, Ince P.O.Bos 23814 6 x 12 Concrete Tigard,Oregon 97223 REPORT OF TESTSPE-LIMENS Phone(503)684-3460 5 -28 86 CT-2722 Permit No. Date Molded: 119 — Job No. The Koll Conipan}' ----- Client: Koll Business Center Phase II Prosect: - - Tigard, Oregon --.- ---. — Address: — 'Ifie Koll S.D. Deacon Contractor. ny Sub Contractor: Western Pacific 376 Ticket No. 102270 Concrete Supplies: Truck No. C.D. Bram Test Time: 8:15 Load No. 4 _ Cast By: - Clear w 86 56 Weather: _ — Temp. High: - _ Temp. low: -_ Balance of slab-on-grade for building #9. location of Placement: — — 138 _Cu. Yds. ——Concrete Temp: ---- dsSlum 3 3/4" Cement Type I Strength Requirement: _ 3000 FSI 28 a� Y P-- Mix No./No. Sacks ---- Mix 727 Air Content—_— — Max. Aggregate—3/4"-- — -..._ - Admix. Amount: Brand: Admix. Amount: — Brand: --- — Set Test— a Register Date Date Unit Load Area PSIt Report No. Days Number Recd Test Wt. _ I 7 2340 5-29 6 - 4 28.27 92,311 3270 19 28 — 2340 _ 5-29 106,600 6 -25 28.'27 3770 38 -- 28 2340 - 5•-29 6 -?.5 28.27 3730 38 105,451 - t -- cc: City of Tigard Remorks: —_ ►�-- ___ star .. "wAass Construction Inspection&Related Tests Carlson Testing, Inc. P.U.Box 23814 6 X 12 Concrete ilgero.Oregon 87223 REPORT OF TEST SPECIMENS Phone(503)684-3460 Date Molded: 5 -27 , 19 86 Job No. CP-2722 Permit No. Client: The Koll CorrpanY — -- --.—_-- ---_ Project: Koll Business Center Phase II Address: --Tigard, Oregon Contractor: - S.D._Deacon _ Sub Contractor: _ Western Pacific Teck No.328/362/389 Ticket No. 102065 Concrete Supplier: - Cast By: _-- M. Tabert Test Time: 7:40, 9:00_. load No. _ 6, 10 -_ — --_ _r_ — — —_ _--- -- --- Clear 80 45 Weather: —�_-� _.�— Temp. High: Temp. Low: Building N slab on grade line (A-B) @ (1-13); (C-1)) @ (1.-13) . Location of Placement: — — - —�~ - 157 --Cu. Yds. Concrete Temp: Strength Requirement: 411 3000 PSI ®`8 _ days Slump 3 3/4" Cement Type _ --- '--- Mix No./No. Sacks Mix 727 Air Content__ Max. Aggregate- 3/4" _— Admix. Amount: —_— Brand: _ —_ Admix. Amount: Brand: --- Total Set Test® Register Date Date Unit Total Area Unit Report _No. Days Number Recd Test_ Wt. Load PSI No. I 7 2326 5-28 6 - 3 82,680 28.27 2920 17� 28 2326 5-28 6 -24 �! 109,810 28.27 3880 37 28 ---2326 5-28 6 -24 -.08,782 28.2% 3850 37 II 7 2326 5-28 6 - 3 71,052 28.27 2510 17 28 2327 .5--28 6 -24 100,69 28.27 3560 37 �— 28 2327 5-28 6 -24 99,623 28.27 3520 37 III 7 2327 5-28 6 - 3 -- 76,708 28.27 2710 17 28 2328 5-28 6 -24 99,193 28.27 3510 37 n n n �-- 35 ?� n — �` -H. - 26 cc: City of Tigard - - Remarks: ----- t� +� i I!♦ 1t Construction Inspection&Related Testa Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS 'ngerd,Oregon 07223 Phone(5903)884-3480 Dote Molded: 5 -23 , 79 86 Job No. CP-2722 Permit No. Client: The Koll g�ny Project: Koll Business Center. phase II _ —� _----- Address: Tigard, Contractor: S.D. Deacon Sub Contractor: Concrete Supplier: Western Pacific _ Truck No.364 Ticket No. 101811 Cast By: M. Tabert Test Time: 7:35 Load No. 3 Clear Weather: _ Temp. High:_ 60 8 _. Temp. Low: Location of Placement: __— Building P n3mining slab on grade. _ —- ------Cu. Yds. Concrete Temp: Strength Requirement: _ 3000 _ PSI ® 28 __..days Slump—3 " —Cement Type Mix No./No. Sacks Mix 727 Air Content Max. Aggregate 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 NSI No. I 7 2315 5-24 5 -30 74,691 28.27 2640 15 28 2315 5-24 6 -20 111,960 28.27 3960 33 28 2315 5-24 6 -20 110,903 28.27 3920 33 Remarks: cc_- City of Tigard ---- ---- ----- --- ------ Conarrucdon lnaperofon Q'lfebrn/Testa Carlson Testing, Inc. 6 x 12 Concrete PO.Box 23614 REPORT OF TEST SPECIMENS Tlperd,Oregon 97223 Phone(5 -3)664-3460 Date Molded: 5 -23 19 86 .lob No. CP-2712 permit No. Client: — The Ko11_ CXnMny Project: Koll Business Center Tigard, phase II Address: _ S.W. Scholls Ferry fcoad, Tigard Contractor: S.D. Deacon s Sub Contractor: _ Concrete Supplier: _[;F+ctarn Pari f it 101833 — Truck No. Ticket No. ���__r Cost By: F)A+i nor Test Time: ' - 9s40T-�,p3Q_ load No. Weather: Overcast Temp. High: 60 — Temp. Low: 48 Location of Placement: Building B slabs A to B, 1 to 3; E to F, 1.5 to 7. Buidling N alalu A.5 to B.75, 1 to 13. r Cu. Yds. ____1�0 Concrete Temp: — 65,_ 65 3 1/4" Strength Requirement: _�QQ— PSI ® 28 _days Slump_�� 1, _Cement Type Mix Nod No. Sacks_ M'X A 727 Air Content Max. Aggregate " yg agate _3f4 Admix. Amount: _ Brand: _ Admix. Amount: _ _ Brand: Set Test® Register Date Date Unit Total I1ni=Re No. Days Number Recd Test yet, Load Area _ PSI II 7 2316 5-24 5 -30 71,270 28.27 2520 16 _ 78 '2316 5-24 6 -20 -- -, 112,220 28.27 39'70 34 28 2316 5-24 6 -20 28.27 111.,101 3930 34 III 7 2317 5-24 5 -30 - - _ 76,214 28.27 2700 16 28 231', 5-24 6 -20 - ---- ___: ---- 115,611 28.2'1 4090 34 28 2317 5-24 6 -20 114 436 28.27 - 4050 34 Remarks: cc'' City of Tio_ard s , — + I — 4- _ ---- ----— �- .Ili RF. I.•�/�I+•�1P`�I-� µ��I(o waN�ER- �xlc PT rvPf �IMpSca►-� STG�rL'3G4 — v.�•. P�I-'� SEE R-G�'� �►�.�►t�tlrJv FOR- 't l ZX= 0 1 1 i,-IA4� '/,z���x��� •� / I•-I F,�.,�,._^�.� L.1 Et,.� STUD S 21 s 1 + cl CL a a (� _ _ I-IoT� : p�NEL II SIr�1�i..1t2 ❑ REVISIONS SvR'P� EM�T KOLL TIGARD PHASE II By ---- MT E JOB NO -- n MACKENZIE/SAI10 h ASSOCIATES.P C , OREGON SHT OF__ n5g0 SW BANCpOR STREfi PpatLAND OREGON 97201 (503 224950 �� , '+w we7 •w w ww =a1 1 14�- II�� IDI-oi1 4.► �.r� �p - - oAJ rL 3 X 41�015-p PrL .01 I Fcw- O L e"I. �aN rjr s-44 lo'-o 't� I N S ' TM to � NI r Q- N 0 c¢ a a d 3(0 CJ REVISIONS KOLL TIGARD PHASE II - ------ -- - --._v er A- DATE MACKENZIEISAITO&ASSOCIATES,P.C.,OREGON "NO 2b50�4 0990 SW BANCROn STREET PORTLAND OREGON 97201 (500)271-9670 SFIT. OF l E N� �D E W/ c(-) 1% 'a k 3 — STL405 &V4 C.L. O, OP CtAoK Q- G �v�zT I �I.�I✓y��r ty i..l f Flo I�. 0 G 4 1.1EL��.J STudS F, O''Yc, � J G�' / FF rvrL �I�D►•-I L �')t'! �' 4 '� ` g=A►'+'1 1-�A 1.J(or CZ.. DATA I ' 5 I Lv4►rIt GC2) siw,(JSJ�-QIgO'-IoW/(2) �r`IS Yy k 4 WEL-So0 8141 �� �o�,.t►.1 b�.rn �-a ��+ wo,t� tIM B�ILG ski p my DATE 11 (. A —� MACKENZIE ENGINEERING INCORPORATED JOB NOM �2>�SySF- 0690 S W BANCROF-T STREET PORTLAND,OREGON 97201(S031224 9560 BHT _-fr_OF. sic o�.�►��d � • NUMB See: Vr=Tlcl"- Pim i.1 E L. u r� P64-r ry L CID as Zo 9 �4 0 1 , M yb ORE&4Hw,�. ���krr is '�t•► by — s�,uf�'I.Er''��I•.�T � , � _ �� W►TE_�?1_!�_�i-_-.r V-- ---------- �' JOB NO MACKENZIE ENGINEERING INCORPORATED 11 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(51.7)224 9560 SHT __1_._�__ OF- ( MACKENZIE ENGINEERIN,f INCORPORATED i-IL 2' I MACKENZIE/SAITO& ASSOCIATES, P.C. E� V�� COIF C)690 SW BANCROPT STREET PORTLAND OREGON 9120, j (5;171 724 91ko '%3 1 Da.e: May 12, 1986 ----- —_ Project Number 2 8 S8 5 0-- �_! TO The Roll Company ----- Attention: Richard Walker ----�---- Project Name: RollTigard phase II _ _ --- Please find attached: _shop drawings ---'--- X plans samples specifications --copy of letter change order details calculations Number of copies: Description: (1--�--- set Suptilement_— 6_ -------- X For your use For your review — For approval _-._ As requested REMARKS- Copy to: — --- — _------- — Signed: Bob p�ultonLas�— i Mailed -----_ X . Delivered To be picked up N�ne�Nwb�n not �h qIM►W M rAN �---- -'11,1�4Euc-TIoo 'e�,' _ C-0� OS4 jk4 - 1 '. N IOx 1p W/C,r) -tAll WELD STUD', I� �LEVAT Io�J —ilt too, I R CAP x L1,/C2) W E-D + ►-lore: r. �` 5. Neer' s440wo P. > F l.,s •�, h t o a r Q �OPfGON - 19,o NDGOLL1�"1� _ �p� ���r 1y.���4.. U REVISIONS 4jppLMjjeq- sCO KOLL TIGARD PHASE II rlr .A?� MACKENZIE/SAITO&ASSOCIATES,P.0 ,OREGON -- ~ J08 NOr��7 CSB'SW BANC"' STREET PORTLAND OREGbN ;720, (SM)?.4 0670 Of - -�.� HEAD Cx;l P4 -t;ruoZ e b ctG, i .. FL YAK SK b1�2 S 121'CoL�c�,�' •, �� I L Sp.�+JDFZ�L -- - FULL Oelc:sHT Pr4L. E�y�►T!O F-1 X211 �la y- ORL-GON 22 I/—�- A X21 w +�E �+O EV a-1 F_�.D 'zA IJD'a 6 b o,c.. y Q CL a Keo'_4_� o&,L*Te:p4^j-L ❑ REVISIONS SUvPI,.•E l-MAT O cv -KOLL TIGARD PHASE II sy MTE—��IZ'�7 - JOA 40 MACKENZIEJSAIIO&ASSOCIATES,P C .OREGON OMO SW evrCP()F1 ST%FT POWL"[T OFKGON 9720, ISW3 224 96TQ a1 - -OF ------ +DAN 'WAWAOL� I1� N �p� `.,fvp5 fi ♦ . ve-Frro +'1I wig, SIDE Y�'�a PSS, ,j2JQco Ft. 0+4A cs1/q k bM WIC rH+ �d' f✓�yaTlol� S�q o n i I . 0 II I1 e I � s 0 �—o rJ e-:. ( L. w 0 Vrr�w U cr -z- G STo�E Fs2.v t-IT I it c I o ❑ REVISIONS e-UPPLE-HIS44T *"(`► (L KOLL TIGARD PHASE II — — --- - er •FW- — --- - - _ _ DATE MACKEN?IUSAITO 9 ASSOCIATES,A C ,OREGON .roe NO[11F MW SW gVA'Ppn STAEEI POPTWNp Op[(,ON 9720, Mi 224 96To pF -- Q �- � I II Q Yo x 2-lo,c I -d FTtc, ._ I PL.A.GEI�tE�1T.E.x7FrJ� — �M I ( 'c?' FTtS 4/K-I— o- I WE4.0 P<&.7E°S-Fall-IEt_ ( I To FTS. REq'v. I ZAT Fam TizAo.*l Ptll�JlD� FTca 'D^T 4 . 4L I &.LL. w Q Ma � : E 1°G ve-TFC I-2-b� ��t yall�l'•pn T`tIG? A.I.L Fz-E!rJ Fi ��,ts ?v FI&44 EL l r-41 ❑ REVISIONS KOLL TIGARD PHASE II _— — BY-- JUL --- __ d4TE MACKENZIElfSAIT08 ASSOCIATES.P C.,OREGON A "NOilu 0119iD SW BANCFK)n STREE? PORTLAND 0FfG0N 97201 OF -- ® BUIL. NO R t •. oe— AAJ-6 A e \ r. SHEET NOTES / I. m w"One PtcAsr cogatn mi. w s w lACa~. Q•1�M ( 1�lta �• . X' UM snit caa. urian .wt So" rine •• © 1. uwgft MlEptow w"(o MUASr COKIM VOW, f'-0• I W., 4'-I' (Is41Ot). WIN co"as. at' oiwcrts angl t4 ;a MID t/ 0 . .. W 0 Q a (L NORTH SITE PIAN• - EI-tECTRICAI_ BUILDINGS N, P R R ❑ REVISIONS A pn(rly A-L- *1 KOLL TIGARD PHASE h FbFz-T 1 O►-I O F my -- ---- DATE_ MACKENZIEISAITO&ASSOCIATES,P.C..OREGON .roe No _ bS O S�.•____ 0990 SW B&NCROn SrAEFr "n ND OREGON 97MI (509)224 0610 OF — +�► air � i I G � f Q - f •• -- -- `ter' %N- 1 I` PHASE II CONSTRUCTION 1 FUTURE PHASE - II CONSTRUCTION 0 w 0 Ir a a. Q NORTH SITE PLAN. -- EL.ECTRICAL BUILDINGS N, P &. R O REVISIONS '`z,l.�F'1'l.EN1E�1T � /�nnrT101�M' �MkV��C� *2 f KOLL TIGARD PHASE q Pop-TION OF SNT. SE -1 DATE_ 12 • >bC'° - -- NoQ -- nMACKENZIF,SAITO&A.�OCIATES,P.C.,OREGON u Mc SW B/NCP01 STREET PMTIMU OREGON 97201 (5031 2249670 NfT Of 7!71 I G.O h 1! ` I I-4c O. J. Q BUILDING P U W 0 Cl CL a NORTH SIVE PLAN. -._ EUCTRICAL BUILDINGS N. P & R EJ REVISIONS SUPIP Le- j Co KOLL TIGARD PHASE 0 POI2TIPF� CSF y�T' �S.E_ - ---- ------— •r MIF MACKENIIE/SAIt0 8 ASS(�GIATES,P.0 ,OREGON Joe POO —2—b 0000 Sw s NCROFT STREET PORTLAND.CWWGON 97201 ISM)224 IK70 OP T *.c. u'y-I-ep Cp►+oJE — T _ ® ►IyI �5 4 �aJ4 tiwrttP tl�• ��t -_4c cf N V4'G•O-. E I � r 0 w O cr a NORTH SITE PLAN- ELECTRICAL ---- BUILDINGS N, P & R �CG ^.,�o rn,o�h�- (mow l�C� 0 REVISIONS `�J'F'��''iT ------- KOLL TIGARD PHASE 11 BY --- m%TE r?'1 2_b1 O PORTIr.�F-•) o� sHT. eve'� �. — OKs o ,�No -- MACKENZIE/SAITO&ASSOCIATES.P C .OREGON µT OF OW SW BANCRO" ST'WET PCPTL'wD CPEGA:N 97201 NO)22'e 2670 ILLLL <9> 9 i (E rco • � tc, • 1�4.0' OF ;n CF> N -- 0 CG I b s I o I i I I • 0 w O 2 M CL FIRST FLOOR PLAN - (MECHANICAL _ BUILDING R ❑ REVISIONS SUPPi..eMF�1'T' *(O -t-�Y4)w1��` G� KOLL TIGARD PHASE II FDF non vr- _ DATE S_I Z AtLO MACKENIIE/SAITO a ASSOCIATES,P.C.,OREGON Joe a0 -bSaS� 0!!90 SW 6A►<$KW7 STREET PORTLAND, OREGON 91fit ISM)224.9670 WT, CW i orI I ' 4 I 9 _Cw N • C _ r Z UH-11 I o i i � � I n LL9 CL ri 0- < 'IRST FLOOR PIAN -- MEA OHANIGOA BUILDING R U REVISIONS SUPP'L.EMIE44T 4-w 6mrnophL Pw%lA &* to KOLL TIGARD PHASE 11 Illy PORTION or- •aHr. M-4 DATE 5.12 bcp MACKENZIEJSAITO 6 ASSOCIATES.P C .OREGON roe ao _z&b54 S —_ OW SW 8MCrP SWV POMLMO,OFCGON OrMl (MM 2"70 WT Or I 1 o ° T.E. s IG0.7' I I I I : To UH-10 I I I i I .— I I.E.� I5•l.5� [.� I I U W O a g 'RST FLOOR PLAN - MECHANICAL BUI-LD ING R O REVISIONS c=UPPLe*-,ls 1T *6(p AMm2`4 - TJt*��V � KOLL TIC ARD PHASE 11 .y 12TION OF gNT. �I DATE M' _ rt-4--Jb6 NO p�ct==�- MACKENZIUSAITO&ASSOCIATES,R.C..OREGON _ OF Wo SW eM CFCp SyMET POpTIMO OpEoCg4 9120+ (SQJ)"!-%M IL �eT Irk S�t..a.NT- f �oNG. PN L . sec -z W 2 24 /4 d SYS7�h�t W1 Spal.ip p • . n — —� - -- - — 2 A IJj Leg- w Q CL 6- a ---—•— SI L.!_. f 4C, P I� L H 1 ISI D L7 REVISIONS 454JPp'Lr—me: T— #5 KOLL TIGARD PHASE 11 --- - - - By_ J RK DATE S.-AP-Me MACKENZIEISAITO&ASSOCIATES,P C .OREGON ne NO _7 650+4 OW " BANCaOn STREfi PORIL C OWGON 97?0+ (SM)n•%�n T __ C*—_ IVit � �. C.: "�j411 ve�iF� I � LAS i WINDok FRATIO,E I CYST E m FLA�1•}► NG1 SST IN SEALAI�!'T ��v - -- -- P T ? 1'� 4 P L AT E', e • . d GoNc:.RE.T� PANEL • e -i-- — FLooRL FRAMING fYSTErl. SE E STIF,UCTURAL. 5 Window S111 at Second floor Slab �0• II-o� 0 R-t-v15Ej:) coF,�TA IL ®srJl�Pl,�MicMT S 1 f MACKENZIUSAITO A ASSOCIATES.PC ,OREGON DR!W N K-- U MACKENZIE/SAITO d ASSOCIATES,P.S ,WASHINGTON 0690 $N BA-W-P 1 VAE E' "LVID ORE GOA 972C, 1503 PNI•Y670 PATE joe KOLL TIGARD PHASE 1. 1 __�__ Joe • �� 6�2 �-0 rl it ��`► 3 0 51/211 - �f'�'•OL TIL. _ p .0 0 Z W IWDOWSaT 14 71 DW 3" cI'-O�I Epcdr- o I I-j sL.e.NT / � � I 0 _N o — T 2 TP-IMLU PI cl e 6 C Li A Cl REVISIONS SUPF'L. tj&,t - OS KOLL TIGARD PHASE II --------------- DATE--5!��L_k!p MACKENZIEISAITO 4 ASSOCIATES,P C.,OREGON xx NO 1rjD C OBW' SW BANCROFT STREET PORTLANC) W.GON 9720t (500)224.96-0 1147 -OF_ DIMENSION! (Ax 3/fin Lj C-4 YPSuM E> F, ZN•I.G.) II II MTL. FURRIf�JL W fCICa1D lWc=UL. K X PE XI d � I 4 '0 N r — W I N Do W F F AM E 5YS't'E M 5 E T IN SEAL ANT -- --- - GONC,R.F-TI- FA t-1 EL- Window Jamb at Concrete Panel w r MACKENZIEISAI'f09 ASSOCIATES,P C ,OREGON DRAWN k�— MACKENZIESAITO&ASSOCIATE�,P S ,WASHIN:l ON W( 5h B Ka QYI STPEl POPILAlf1 MGD.9720' (503 ??a.V?(, DATE —br-v OB KOLL - TIGARD PHASE 11 joe • !� l i �Go j Cc-44Q. r-0 i'-F- FIRST- �;E(.p e'­�F,df;-I rJv Ft-, TO T IS-. C.,:57 L_u M ►.1 ��E E r'�FF > cl a. [7 REVISIONS SIJF r--t- r-iE.JT ( KOLL TIGARD PHASE II DATE I MACKFNLIE/SAITO&ASSOCIATES, P.0 ,OREGON JOB NO D&C SW BANCPOIFT STREET P(FTLAND CPFGON 87201 (503;224-%7t, SHT ----OF__- DIMENSIONS A 1 . 1 /2" B - 1 - 1 /4" C 5- 1 /2" D 3 " E 4- 1 /4" ( IF R 1 11 G , e„ 1 - 1 /4" vertical slotted hole / B 1 l Plate 7/8" X 10" X 11 " Fes— I —_ with four 7/8" E X 3-1 Ek�_� Nelson sty ds�"� ' C A — Glu- Lam Beam Side Plate-5/16" x depth of G-.L . Beam- 1 " x7 " each side w/ ( 2 ) 3/ 4" p M . B . - 4-1 k�-�` 4-1 / 41 /4 — — Plate- 3/4 X 5-1 /4 X 6-1, 1LEVAT10N LO P6CP BEAM TO CONCAETE _PWL (Z F� N0 SCALE NOTES AND INSIPUCTIONS : Where G . L . beam is centered on panel joint m e1�? lat 5 Y i�h ( 2 ) 7 /8" diameter x 3- 1 /2" Nelson studs U REVISIONS SUt�PL�F�1C—�1'f � KOLL TIGARD PHASE II By DATE flT1MACKENZIEISA.ITO a ASSOCIATES,P C.,OREGON 106QC1 sw PAN('P,-)n FTPFET Pt,�T;AND nPFC.,IN 9-201 f5M ]?n g5'0 9Nt OF----------- el i! i 41I P�1G (� 2 PFJ►-'En ° -DII T,rb I!� GONi-I�LT 10!`I�-a d VIVO I'P.!,-iJ.cv f �►� ° C-00 1i�C a ►�.o At �t rsT � Lu m NORTM SITE UTILITY PLAN - PHASE II a BUILDINGS N, P & R ❑ REVISIONS SUF'P�EMF�1T � KOLL TIGARD PHASE 11 MACKENZIEISAITO&ASSOCIATES.PC OREGON SHS � OF (w;Y CN Einr4CpX7 c1REf1 F-Dr'T�AWD. OQEGCxi 9'20+ 15013. 224.9570 MACKENIZIE/SAS,J & ASSOCIATES, P.C., OREGON MACKENZIE/SAITO&ASSOCIATES, P S.,WASHINGTON ARCHTECTS•PLANNERS 0690 SV-' 6AIgCROF7 STREET POPTWNC OREGO!, 97201 (503) 224-9570 1 SUPPLEMENT #2 For The Koll Business Center - Tigard Phase II Tigard, Oregon Buildings N, P, and R Project Number 285054 April 28, 1986 Supplement #2 is a narrative of minor revisions not included in Addendum 011. Architectural �l. A-1 1. Revised loading platform dimensions at grids 3 and 10. This change angled loading dock wall. 2. Add Detail flag 16/DW at tube steel column between overhead door and man door at grid line 12. 3. Add Detail flag 30/DW at south entries. 4. Add Detail flag 1/WP at panel joints along west wall. 5. Add Keynote No. 12. "Bicycle Rack - See Detail 11/MA" A-3 1. Add Detail flag 1/WP at panel joints. 2. Add Keynote No. 12. "Bicycle Rack - See Detail 11/MA" A-5 1. Relocate downspouts to exterior of building. 2. Add bicycle rack at trash enclosure. See Detail 11/MA. 3. Extend panel joint 3-1/2" to east of grid line D. 4. Add Keynote No. 17 "Bicycle Rack - See Detail 11/MA11. 5. Revised loading platform dimensions at grids 4 and 10. This changed angled loading dock wall. C . Supplement N2 Project Number 285054 April 28, 1986 Page 2 A-6 1. Extend panel joint 3-1/2" to east of grid line 0. 2. Identify stairways by numbers. See Addendum #1, Sheet A-5 Notes 3. Revise Keynote No. 1 to Tube Steel 5 x 5 x 1/4 column - typical at back wail. 4. Revise Keynote No. 1 to 6 x 6 x 1/4 Tobe Steel column - typical interior ,31umn. A-8 1. Change Detail flag from 16/DW to 16/WP at Building Section 1/A8 2. Change Detail flag 14/DW to 14/WP at Building Section I./A8. 3. Change Detail flag 13/C to 18/C at Building Section 3/AB. A-9 1. Add Note: B/Span, T/Mullions, T/Reveal, B/Concrete on all Sections. For clarification of dimensions. 2. Change Detail flag 23/DW to 23/DW similar, at Section 1/A9. 3. Add Keynote No. 22 at Section 1/A9. 4. Add Keynote No. 25 "Glu Lam Beam 5-1/8" x 16-1/2" 5. Revise Keynote #3 to read "Roof Insulation (In contract)" 6. Revise Keynote No. 15 "2 x 4 at 24" on center with batt insulation (insulation N.I.C.). A-10 1. Add notes T/concrete and B/concrete to Section 1/A10, for clarification of dimensions. 2. Add storefront dimension 10'-0" to Section 1/A10. 3. No revision necessary for No. 22 to balcony at entry . 4. Add Keynote No. 4 to Section YAM A-11 1. Add notes reading: B/concrete, T/concrete, T/mullion to sections for clarification of dimensions. 2. Add finish grade dimension to Section 3/A11. A-12 1. Extend wall to structure above at stair Section 2/Al2. 2. Show dimension to end of wall at top of stairs at stair Section 2/Al2. Slipplement #2 Project Number 285054 April 28, 1986 Page 3 A-1.3 1. Add Keynotes: No. 1:Concrete spandrel beam No. 2:Suspended linera metal ceiling See electrical drawing_ for No. 3-Recessed light fixture specifications. Structural I S-1 1. Revise loading dock dimensions. 2. Remove landscape islands. 3. Add dimensions to 3'-0" high concrete panels at window openings. Typical all locations. 4. Add note to legend "F.O.C. - Face of Concrete". J-L 1. Framing clarification at 40 x 40 skylights. 2. Revise loading dock dimensions. 3. Add Detail flag 3/FF at grid line 4 and 11. 4, Remove landscape islands. S 26/C, and 31/C to west elevation. -3 1. Add Detail flags 3/C, 4/C, 2. Add Detail flags 2/C, 3/C and Keynote 11 to east elevation. rid �, north elevation. 3. Drawings clarification at panel, 9 panels at window openings. S-4 1. Add dimensions to 3'-0" high concrete P Typical all locations. 2. Add note to legend "F.O.C. - Face of Concrete". 3. Add dimension ) face of loading dock wall from concrete panel at grid 5. 4. Remove landscape islands. S-6 1. Add Detail flags 3/C and 4/C at south elevation. 2. Add Detail flags 3/C, 4/C, 5/C and Keynote 1 at west elevation. 3. F`nish panel joint line at grid lines 3 and 5 at north elevation. l 4. Add Detail flags 31/C and 32/C at east elevation. Supplement #2 Project Number 285054 April 28, 1986 Page 4 S-7 1. Revise loading dock dimensions. 2. Revise trash enclosure dimensions. 3. Extend panel joint 3-1/2" to east of grid line D. S-8 1. Relocate 40 x 40 skylights to face of purlin. S-9 1. Add dimension to skylights between grids 3-4, and 10-11. 2. Extend panel joint 3-1/2" to east of grid line D. 3. Add Detail flag 2/WP at grid lines D,1 and D,13. S-10 1. Add Detail flags 3/C and 31/C between grid lines 5- 6, and 8-10 on west elevation. 2. Add Detai 1 f lags 3/C and 31/C between grid 1 ines D and H on north elevation. 3. Add Detail flags 23/C and 24/C on panel 15A 4. Add Detail flag 2/C at grid 1 and Detail flag 3/C at grid 5 on east elevations. 5. Add Detail flags 2/C, 3/C and 31/f. on south elevation. JK/cb iE � o4.o ere 7 IQ ts I% �.. •N•M•.N•NH•M 4Co. '{� T c-� v� e, v' ? CB Iy!•6 'Era '-IE m It w S C � L 7 I V�K i6:_1 Xe Cl L16- it- ILV 4 o i ci4 c� It 1,�4 o ip c,.b �i BUILDING. N T �I F'.J FL.fL L"LV Ivpl.v L� T _ I r1 F ..P Z W , v I 10a 2ti Tt� -.IL ow 6..okv crr.. N.NN/NN•N•••M•N•• 1• r,mhr.+�N.N•+ I .•r�••..ww.IG.N•uNruN. ..•. . •I \ I ►•� {wawwwwww ) (s��w,�i'�wr ��������� wwww���rwwsw��•• mm I 4tel. HA •�- rZ" C1.4F.A'i 152 G� 0 w O Ir a a Q K RTH SITE UTILITY PLAN - PHASE II --- BUILDINGS N, P 8 R 11 REVISIONS `ALJ LEMEI,IT . 'z KOLL TIGARD PHASE II kAACKENZIE,L.AITO d ASSJCIATES. P C OREGON JOF ND 2 t> OE?C)SV% gANCPM STQEEi ^-CTLAND CPEG9Pq 97;-01 - (Sol, p,. ­ SHS --OF ���� wwr •.wwwwaswwwwa.r�swwwwwrawwwwwis fa la 416 1-4 A 2„ duCrLL.E IRON MET PIPE GPS ;(sa I IE tl.2.l ti. 11 • I • 11 1� 11 1400 a' 1 Q �• r \ir` Sulo' 4'�2�r1fJ Q f►*id f i 1.l bf �I UILDING P I ..e a V f ` I0 .& 1 IE IS9,� Lp �l IE IVO 1 i 4i1 a 210 f�11h� +••06% p ,i 2' b� 1 I 4fO O .•. W tRlw ��r"`• . �. ••'•' • rk.6 I V 5 .•••.t'G i 7•'G a CL c i NORTH SITE UTILITY PLAN - PHASE it --� BUILDINGS N, P & R ❑ REVISIONS SUPi�LEh!C-�-JT q- KOLL TIGARD PHASE 11 By -----.------------ ------- —-- – __– DATE T _LEI v �– MACkFNZIEISAITO a ASSOCIATES P C . OREGON JOB N,l 7 h5 CS rti0r C.k PAN"R"-r' '+t1fF• n•WC'LAN[i (WF"If_M10•xl fj.'X1nF-- c.0 / �t i bCi I� � / -OCIt. O 17 2r� � o,�- BUIL ING R �•nz — F+1 ItiiL J. Vol.O .4"Ptic, J � • , • pry STD } l M lir SJR!/ • - ✓I�"� �'P � w• - ��E t1c '^►1 IE O � Lt� f aT E �+Jt ,��G-`, c 0 � J .•'Ezs �. Coo� eJ§x . ..an -�-.y •. I. YAG `♦ Va12+FE �tPULf� � ItiD foS! 1• a•ww =� �•w••r M.rM on e op on I zz � ��r•. u r:L 4 \ ,V a Sr ►•1�L7l+JP I-�/TaQ_1•s d•OC.IC c o �`� �_ iy r•J 6 11TiT 'M'��ie.-- �' HJ bJTft�t� V►.J.2 *� �,�c S INV& 1 n w O a NORTH _ SITE UTILITY PLAN - PHASE II ^BUILDINGS N, P & R ❑ REVISIONS S�IPr'L.E+�"rErJT 2 KOLL TIGARD PHASE II By ja-y- �- JOB NO b G 4 MACKENZIE'SAITO 6 ASSOCIATES,PC OREGON BHT or fxoo sr Ec'rCQCIr SIREEI V-1074urn CaE,a. n•?O, (Sal)22-4 VAT REC; �U JUN 23 19Rnmuctlon Inepecdon R Related Testa Carlson Testing, Inc. QTY OF nGA8D 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS 'ngerd,Oregon 97223 Phone(503)664-3460 Data Molded: 5 -22 ' 19 86 Job No. CP-2722 Permit No. Client: The Koll Ca[Qany -- Project: Koll Business Center Phase II Address: _ Tigard, Oregon Contractor: S.D. Deacon Sub Contractor: Concrete Supplier: _ Western Pacif is Truck No. 343 _ Ticket No. 101602 _ Cost By: R. Dodson _ Test Time: 8:30 __ load No. 5 68 48 Weather: Clear Temp. High: Temp. low: 3rd section floor slab from south end building "P". Location of Placement: - — Cu. Yds. Concrete Temp: Strength Requirement: _ 3000 PSI ® 28 daysSlump---A" Cement Type Mix No./No. Socks Air Content Max. Aggregate Admix. Amount: Brand: Admix. Amount: — Brand: Set Test a Register DateDate Unit Total Unit Report No. Days Number Recd Test Wt. load �AfeO PSI No. I 7 2303 5-23 5 -29 83,195 28.27 2940 13 28 2303 5-23 6 -19 122,210 28.27 4320 31 28 2303 5--23 6 -19 120,995 28.27 4280 31 Remarks: . cc' City of Tigard macKenztvSRtr-z5 Consttvedon InePwdon&Related Testa Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 2W14 REPORT OF TEST SPECIMENS Tlgaid,Oregon 97223 Phone(503)W346o Date Molded: 5 -22 , iq 86 Job No. CP-2722 Permit No. Client: The Koll Caapany Project: Ko.11 Business Center Tigard, Phase II Address: S.W. Scholls Ferry Road, Tigard Contractor: .13.D. Deacon Sub Contractor: _ 101696 Concrete Supplier: Western Pacific _ Truck No. 377, 308 Ticket No. _ 101675 Cast By: R. Dodson Test Time: 10:00 _ load No. Clear 68 48 Weather: Temp. High: Temp. low: location of Placement: 5th Peel slab frau south end building "P". Cu. Yds. 120 Concrete Tem 65, 65 Strength Requirement:_— 3000 _ PSI a 28 _ um da sSl3" y p_ Cement Type Mix No,/No. Sacks —_ Air Content _. Max. Aggregate 3/4" Admix. Amount: Brand: Admix. Amount: Brand: Set Test® Register Dote Date Unit Total Unit Report No. Das Number Recd Test Wt. load AfeO PSI No. II 7 2304 5-23 5 -29 91,184 28.27 3230 14 28 2304 5-23 6 -19 119,500 28.27 4230 32 _ 28 2304 5-•23 6 -19 120,712 28.27 4270 I 32 —r— III 7 2305 5-23 5 -29 91,718 28.27 28 2305 _ 5-23 6 -19 119,080 1 28.27 4210 32 28 --2305 5-23 6 -19 120,147 28.27 4250 32 Remarks: . cc: City of. Tigard C enzle 1 O & Assoc. -- C'-onstntct.'on Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 6 x 12 Concrete TEST SPECIMENS Tlgerd,Oregon 97223 REPORT OF Phone(503)694-3480 Date Molded: 5 -21 , 19 86 Job No. CP-2722 Permit No. Client: The Koll 9&Maa-nY — --- — -- Proiect: KollBusines- Center Tigard. Phase II _ Address: S W Scholls Ferry ggW- Tigard _ Contractor:— S.D. DeaCon - Sub Contractor: 101494-13 Concrete Supplier: Western Pacific _ Truck No. 378, 361 - Ticket No. 101505-13 Cast By: Q% Staah Test Time: 11:05, 12:10 Load No. 12, 14 - 60 44 Weather: Cloudy Temp. High: Temp. low: — Slab on grade building B + C 1 to 3 on 5 to 7 line and C to D on 1 to 7 Location of Placement: — l.ine. --_ 107 63 Cu. Yds. Concrete Temp: _ Strength Requirement: 3000 PSI ®_2e_____days Slump— 4" Cement Type Mix No./No. Sacks Mix #727 Air Content Max. Agbregate 3/4" Adinix. Amount: Brand: Admix. Amount: Brand: ---- set Test a Register Date Date Unit Total Area Unit Report No. Das Number Recd Test Wt. load PSI No. III 7 2277 5-22 5 -28 28.27 28 2277 5-22 6 -18 98,323 28.27 3480 30 28 2277 5-22 6 -18 97,531 28.27 3450 30 IV 7 2278 5-22 5 -28 65,219 28.27 2310 12 28 2278 5-22 6 -18 113,720 28.27 3990 30 28 2278 5-22 6 -18 114.33628.27 4040- -T 4 30 Remarks: cc-City of Tigard real—Kenzie ' i oAssoc. Construction Inspection&Related Teen Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 x 12 Concrete TEST SPECIMENS ngerd,Oregon 97223 F`hone(503)8843480 Date Molded: 5 -21 ' 19 86 Job No. CP-2722 Perndt No. Client: The Koll Canpany Project: Koll Business Centex Phase II Address: Tigard, Oregon _ — Contractor: __ S.D. Deacotl Sub Contractor: 101419-13 Concrete Supplier: Western Pdcif is Truck No. 329_ Ticket No. _ 101423-13 Cast By: C. Starch Test Time: 8:00. 9:35 Load No. ___3.,_9 Weather: Overcast p g p. - Tem High- 60 Tem Low: 44 Slab on grade building 12 F to G on to 13 line. location of Placement: _Cu. Yds. Concrete Temp: — 4" Strength Requirement: 3000 PSI a 28 oaysSlump 4" Cement Type I-II Mix No./No. Sacks Air Content Max. Aggregate 3/40' Admix. Amount: Brand: Admix. Amount:, Brand: Set fest a Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI - _ No. I 7 2271 5-22 5 -28 70,202 28.27 2480 11 28 2271 5-22 6 -18 101,980 28.27 3610 29 28 2271 5-22 6 -18 102,910 28.27 3640 29 II 7 2272 5-22 5 -28 80 564 28.27 2850 11 28 2272 5-22 6 -18 113,470 28.27 4010 29 28 2272 5-22 6 -lA1 112,231 28.27 3970 29 Remarks: cc: City of. T .gard c,,,enzie , o soc. Conmvcdon Inspection&Related Testi Carlson Testing, Inc. P.O.Box 23814 REPORT Of 6 x 12 Concrete TEST SPECIMENS T19e►d.Oregon 97223 Phone(503)664.3460 Date Molded: 5-2_, 19 fib— Job No. C2=2722 permit No. Client: _�T KOIl fly Project: ---1k2LL B is i nese Qwtjgr ha.-, TT Address: ._ Tigard, Qr-agnn Contractor: _S_(]_ rip-,at-nn _ Sub Contractor: Concrete Supplier: _&--gt-nrn pari f iC _—__ Truck No.36l Ticket No. 1 4 Cast By: R� OAC cMnnr Test Time:1 -90 Load No. ], Weather: Cloudy, Rain Temp. Nigh:_ 60 Temp. Low: 40 location of Placement: Building N exti.ror footing pads west side south end and north end. Cu. Yds. Concrete Temp: _ Strength Requirement: 3000 PSI ® 2A -days Slump 3" Cement T T YPe-1=1 Mix No./No. Socks Mix 0727 Air Content Max. Aggregate_ 31/4n Admix. Amount:_ Brand: Admix. Amount: Brand: Set Test® Register Data Date Unit Total Unit Report No. Du s Number Recd Test Wt. load Area PSI No. 1 7 2276 5-21 9 -27 90,156 28.27 3190 10 28 2276 5-21 6 -17 129,520 28.27 4580 28� 28 2276 5-21 6 -17 128.628 26.27 4 550 28 Remarks: cc: Citx of Ti and Mackenzie/Saito & 1 ,qoc. — -- - Cormetmetion Inspection R Reisted Tad Carlson Testing, Inc. P.O.Box 23814 6 X 12 Concrete Ttgerd,Oregon 97223 REPORT OF — TEST SPECIMENS Phone(503)884-3480 5 -19 _ 19, 86_ Job Na. CP-2722 Permit No. Date Molded: The Koll Cc-)any — Client: _ Koll Business Center Tigard, Phase II Project: S.W. Scholls Ferry Road, Tigard Address: S.D. Deacon Sub Contractor: Contractor: 101185 Western Pacific � Truck No.361, 322 Ticket No. -- Concrete ---Concrete Supplier: 12, 18 W. Scheribel _ Test Time: _ Load No. Cast By: — 46 70 Clear _ Temp. High:- Temp. Low: _._.—.--- Weather: Building R lines 1 to 13 x B to C; 1 to 13 x E to F; 1 to 13 x H to ; Location of Placement: _ - slab on grade. Cu. Yds. _ Concrete Temp: M 3000PSI ® 28 3 1/2" Cement Type -- —_ daysSlump Strength Requirement: 3/4- mix N727 Air Content Max. Aggregate_ Mix No./No. Sacks_ Admix. Amount: — Brand: — Admix. Amount: _ Brand: - _---- Total Unit Report Set Test® Register Date Date Wt load Ar PSI No. — Number Recd Test No. Das 28.27 1460 9 III 7 2248 5-20 5 -26 41,251 28.27 2540 27 28 2248 5-20 6 -16 71,865 5-20 28.27 6 2248 7-13 — 5 5-20 5 -26 70,187 28.27 2480 9 IV 7 2249 —_ -- ?U.27 28 2249 5-20 6 -16 _ ( __2 _ 27 I — 28 2249 5-20 6 -16 28. cc: City of Tigard -- Remarks: RECEIVLU JUN 23 19t.- Constmction Inspection&Related Tuts CITY OF TIcaRD Carlson Testing, Inc. P.O.Bax 23811 6 x 12 Concrete Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)SV-3180 5 -19 8G CP-2722 Pert No. Date Molded: 19 Job No. mi The Koll Company -- - - Client: Koll Business CenL.er Phase II _ --- — --- Project: Address: Tigard, Oregon S.D. Deacon __ Sub Contractor: -- --- Contractor. 101069 Western Pacific Truck No.364378- Ticket No. - -- Concrete Supplier: � W. Scheribel Test Time: . Load No. - 6, 8 - Cast By: - 70 64 Clear Temp. High: Temp, low: Weather. Building R lines 1 to 13 x B to C; 1 to 13 x E to F; 1-to 13 x H to ;_� Location of Placement: slab on grade. - Cu. Yds. __ __-------Concrete Temp: -- YP I-II 3000 PSI ® 28 days Slump_ Cement Type Strength Requirement: .t/4n Mix #727 Air Content_ - Max. Aggregate Mix No./No. Sacks_�-- -• Admix. Amount: Brand: Admix. Amount: — Brand: — Unit Report Area Set Test® Register Date Date Unit Total PSI No. No. Do Number Recd Test Wt_ Load 2246 5-20 5 -26 -71,824 28.27 I 7 ---- 2540 8 _ 2246 5-20 6 -16 28.27 28 115,070 4070 26 28.27 4050 26 28 2246 5-20 6 -16 114,493 5-20 5 -26 69,886 28.27 2470 8 2246 I I 7 _ �---- — -- 28 ---- 2246 5-20 6 -16 110 930 28.27 392 _ , 28.27 28 2246 5-20 6 -16 111.666 cc: City of Tigard -� -- Remarks: •- Construction Insl.ection&Related Testi Carlson Testing, Inc. P.O.Boy 23814 6 X 12 Concrete_ Tigard,O.egon 97223 REPORT OF TEST SPECIMENS Phone(503)6U-3480 Date Molded: . 5 -16 19 86 Job No. X2722 Permit No, Client: The Koll CcnVany Project: — Koll Business Center Tigardt Phase II -- Address: S.W. Sctiolls Ferry Road, Tigard Contractor: S.D._Deacon Sub Contractor: 100860 Concrete Supplier: Western Pacific Truck No 26,t 31 Ticket No. --10925---:' ` M. Tabert Test Time1_J.2,, -- M load No. _ 12,11 Cast By: _ - - -� 65 47 Weather: Clear Temp, High: Temp. low: — — Slab on grade building R line (A-B) @ (1-13) ; (C-D) @ (1-13)_ '.ovation of Placement: ^— 170 —Concrete Tem Cu. Yds. p: - 3 1/211 3000 —. PSI ® 28 days Slump'_ Cement Type Strength Requirement: _ -- Mix No./No. Sacks Mix #727 Air Content_ Max. Aggregate 3/4" Admit. Amount: Brand: Admix. Amount: — Brand: — _ 'Total Unit Report Set Test® Register Data Date Unit load PSI No. No. Days Number Recd Test Wt. III 7 2238 5-17 5 -23 _ 79,338 28.27 2810 7 _ 28 2238 5-17 6 -13 t144,49#3 8.27 4090 25 28 2238 -5-17 6 -13 8.27 4050 25 ISI W 9 5-17 5 -23 93,854 28.27 3320 7 122,620 28.27 4340 25 9 5-17 6 -13 121,843 28.27 4310 25 9 5-17 6 -13 _ cc: City of Tigard _ _—__ ---------- -- - Remarks: _. SpC,—"— 'w sta t# Construction lnspertion&Related Tests Carlson Testing, Inc. P.O.Box 23814 6 x 12 Concrete Tlgerd,Oregon 97223 REPORT OF TEST SPECIMENS Phone 1503)884-:480 Date Molded: _— 5 -16 ' 19 86— Job No. CP-2722Permit No. Client: The Koll Company ---- Project — Koll Business Center Phase II Address: Tigard, Oregon _ --- Contractor: S.D. Deacon Sub Contractor: 100764 Concrete Supplier: Western Pacific Truck No. 6 Ticket No. 00825 Cast By: M. Tait Test Time:$:00, 9:15 _ load No. 3, 7 Clear65 47 Weather: __ Temp. High: — Temp. low: -- Slab on grade building R line (A-B) @ (1-13); (C-D) @ (1-13) . Location of Placement: — Cu. Yds. 170 _Concrete Temp: —� - - 2 — i Strength Requirement: 3000 J PSI ® 28_ daysSlump_3 1./2" Cement Type — Mix No./No. Sacks Mix #{727 Air Conteh _ Max. Agpregate—14n _ - Admix. Amount: — Brand: — Admix. Amount: __-- Brand: ----- Set rand: --_ _Set Test a Register Date E5 -23 te Unit Iota! Area Unit Report No. Days Nt-mber— Recd st Wt. load — PSI No. I 7 2227 5-17 87,624 28.27 3300 6 28 2227 5-17 6 -13 124,361 28.27 4400 24 28 2227 5-17 6 -13 123,257 28.27 4360 24 II 7 2228 5-17 5 -23 95 746 28.27 3030 6 28 2228 5-17 6 -13 125,661 28.27 445_Q_____ 24 28 2228 5-17 6 126 64928.27 24 - I --t ---- cc: City of Tigard Remarks: n-'& Ass ---- -- Construction Inspection R Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 x 12 Concrete TEST SPECIMENS Tigard,Oregon 97223 -- Phone(503)%4-3460 Date Molded: _5 –15 , ig 86 Job No. (7P--2722— permit No. Client: The Kol CrWnX Projact: Kol l ifiicti nrxa renter C'tlaSi' TT ---_—� Address: Tigard., rwegCa Contractor: n Dear, Sub Contractor: _— Concrete Supplier: Wpmt,p.8 R2C;fae Truck No.W4 Ticket No. _ 100624 13 Co.,°y: C Stawh Test Time:1()j 15 load No. Weather: _ Clear _ Temp. Higti: 60 _ Temp. low: 40 Location of Placement: Dcterior footings building D. --Cu. Yds. Concrete Teml): Strength Requirement: ____300n PIA a_!)q __days Slump. 2 wfin Cement Type_I 11 Mix No./No. Sacks_-JAj .__ Air Cr,ntent __ Max. Aggregate_4/41! Admix. Amount: Brond: Admix. Amount: Brand: w Set Tess® Register Date Date Unit Total Unit Report No. Das Number Recd Test Wt. load Area PSI No. I 7 2214 5-16 5 -22 81,059 28.27 2870 5 29 2214 5--16 6 -12 114,570 28.27 1 4050 23 28 2214 5-16 6 -12 113,362 28.27 4010 23 Remarks: C.`C s_ City of Tigard Mackenzie/Saito & Assc-:. — In "k&MIKA ORA WX s Construction Inslwction&Related Tests Carlson Testing, Inc a P.O.Box 23614 Tigard,Oregon 97223 6 x 12 Concrete TEST SPECIMENS 'hone(503)684-3460 REPORT OF — CP-2722 Permit No. 5 —13 19 86 — Job No. Date Molded: rhe Koll Company _ Client: —_--- Kole Business Center Phase II — Project: — -- — _ Tigard, Oregon Address: —_ -- �D• Deacon — Sub Contractor: S -- Contractor: -- 333 Ticket No. 100174-13 Western Pacific Truck Na._----- Concrete Supplier: _ 11`10 Load No. Cast By: C. St,asch Test Time: --- — 45 __-- -- 59 Clear --- Temp. High: ---- Temp. low: . Weather: Footings building P• — ----- - Location of Placement: Cu. Yds. Concrete lemp: _ -- _—_ �— — 4" Cement Type I—II --- 3000 PSI a. 28--.---daysSlump Strength Requirement: --- '— 3/4" MiX #728 _ Air Content Max. Aggregate Mix !;,),l No. Sacks_ — w/A.E.A. Brand: r —_ Brand: Admix. Amount: Admix. Amount: — ate Unit Total �DS't Report Set Test a Register Date pest Wt. Load Area PSI _ No. __ Number Recd No. Days 28.27 2630 4 2196 7 5-14 5 —20 74,315 _ --- I _ -- 28.27 3670 22 28 2196 5-14 6 -10 103,880 - -___— 28.17 3640 2_Z 28 2196 5-14 6 -10 102,902 — cc: City of Tigard _ _ -- Remarks: r Construction Inspection&Relitcd Tests Carlson 'Testing, Inc. P.O.Box 23e14 6 x 12 Concretes Tlgerd,Oregon 97223 _ TEST SPECIMENS Phone(503)664-3460 REPORT OF 5 -12 �q 86 Job No. Cp-2722 Permit W).nate Molded: Client: The Koji CanpanY ---- Project:— Koji Business Center Phase 11 Address: Tigard, Oregon S.D. Deacon Sub Contractor..,— ----' Contractor: _._— — 99990 (jd Ticket No. — Concrete Supplier: Western Pacific Truck No.' Test Time: 9:45 Load No. ? Cost By:r._ M. Tabert — 45 60 Cloudy Temp. High: — Temp. Low: — Weather: Building "R" footings line 1(1-13) , H(1-13) . Location of Placement: 18 Cu.Yds. Concrete Temp: 2821' Cement Type 3000 PSI —daysSlump Strength Requirement: 3/4„ Mix No./No. Socks Mix #72F1 .Air Content Mvx. Aggregate _ -• w/A.E.A. Admin. Amount:_ Brand: —___--- Admix. Amount: _ _ Brand: _ — Total Unit Report Register Date Date Unit Load Area PSI No. Set Test® Number Recd Test W► No. Days 28.27 1 7 2178 5-13 5 -19 (35,429 30.20 5-13 6 - 9 115,400 28.27 4080 21 28 2178 28 2178 5- 13 6 - 9 116,755 28.27 4130 21 I cc : City of Tigard �s - — -- ------ -._-... Remarks: Ma fiECL1r�tnictlon Ins1xction[Q l2ela ►esra Carlson Testing, Inc. J 61" - y 1S86 6 x 12 Concrete MY OF TIGARD P.O.Box 23814 REPORT OF TEST SPECIMENS Tlgard,Oregon 97223 Phone(503)U4-3460 Date Molded: 5 -9 19 86 lob No. CP-2'22 Permit No. Client: — The Koll Company Project: _ Koll Business Center Phase II -- Address: Tigard, Oregon Contractor: __ S.D. Deacon Sub Contractor: Concrete Supplier: Western Pacific Truck No.230_ Ticket No. 99851 W. Scheribel. Test Time: load No. 1 Cost By: — Cloudy 59 45 Weather: Temp. High:_ emp. Low: spread footings building R, line A x 1 to 13; 1 x A to H; within area 13 Location of Placement: _ to 10 x F to J. _Cu. Yds. Concrete Temp: n Strength Requirement: 3000 `PSI a 28 day ,iump 3 1/2Cement Type Mix #k728 3/4r' Mix No./No. Socks Air Content _ _ Max. Aggregate._ — Admix. Amount: _ Brand:w/A.F..A. Admix. Amount: Brand: Set Test® Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 7 2172 5-10 5 -16 77,420 28.27 2740 2 28 2172 5-10 6 - F 135,060 28.27 4780 70 28 2172 5-10 6 - 6 131,455 28.27 4650 20 cc: City of Tigard Remarks: INSPECTION NOTICE City of Tigard Building Department P O Box 23397 Tigard, Oregon 97223 Phone 639 4176 1'ype of Inspection Date Requested— S ' = > Timig k A.M. P.M. Address Permit # ---- Owner_ .1s� L -- Lot #_ --- Builder ..------- ----._ --- The following Building Code deficiencies are required to be corrected: Presented to —__—____ -------------- i Apprured Inspector _- �_.-.c—--- ----- -- Disapproved Date - — ----- - __ CALL FOR REINSPECTION Cl YES L--j NO �r �r is w �r � Aw ■s •n � MACKENZIE/SAITO&ASSOCIATES, P.C. CX.Qk) w BANSROFr STREET PORTLAND OREGV.97201 (5031 224 9570 9 MEMORANDUM DATE: May 7, 1086 SUBJECT: Koll Tigard II Project Number 285054.503 S. D. Deacon Revised Panel to Footing Connections (Grouted Joint Versus Welded Embeds` BY: Len Krombein To: FILE 1. Footings to maintain minimum thickness shown in footing schedules. 2. Dowel tilt-up concrete wall to interior first floor slab where exterior finish grade is greater than 2'-0" below first floor concrete slab. Dowels X14 at 24" on center x 2'-6" x 1 '--0". 3. Building N panels 7A, 7B, 34 require welded panel to footing connections. 4. Building P panels 14 and 16 require welded panel to footing connections. 5. Building R panels 4, 13, 7, 10 require welded panel to footing connections. LK/eg _ cc. Bob Poulton Rich Birch Richard Walker Tom Ahern -Ed Walden I str �r � w twt Construction Ins/rection&Related Tests Carlson Testing, Inc. _ P.O.Box 23814 6 x 12 Concrete TEST SPECIMENS Tlgerd,Oregon 97223 REPORT OF Phone(503)684-3480 Date Molded: 5 -7_, 19 86 Job No. 2-2722 Permit No. Client: _ The K011 CcnPanY -- Project: Kol1 BuS'^roc C'c�ntPr Phar TT _ Address: Tigazd C]regon - -- — Contractor: S.D_ tlaaCC -_ Sub Contractor: - - Concrete Supplier: — Weat— rn """f is Truck No.33K Ticket No. 99 .02 -_ W qt -r i hPl Test Time: _ Load No. _ I Cast By: - — � - -- -- -- Weather: Cloudy Temp. High: _57 Temp. Low: 40 _ - Location of Placement: Footings lines 1 to 13 x B to E. Cu. Yds. Concrete Temp: ._ Strength Requirement: 2x,()(1 PSI ® 7FL daysSlump "_— Cement Type _— Mix No./No. Sacks_ Mix *118 Air Content ox. Aggregate—3 -4" — Admix. Amount:— Brond:WZA.& Admix. Amount:_ Brand: Set Test® Register Dote Date Uni' Total Area USit Report No. Das Number Recd Test Wt. Load — PSI No. I 7 2162 5-8 5 -14 J9f800 28.27 2 28 2162 5-8 6 - 4 !87 189 28.27 3080 18 28 2162 5-8 6 - 4 88 485 28.27 3130 18 Remarks: cc: City Of Ti z.rd _ — --------------- Mackenzie Saito & ASSOC. MACKENZIE/SAITO JS ASSOCW ,,P,C.,OREGON MACKENZIEISAITO&ASSOCIATES,P.S.WASHINGTON 1 X90 SW BANCROFT STREET PORTLA14D,OREGON 97201 (503)224.9570 RECORD OF TELEPHONE CONVERSATION JOB..- Kol l Tigard, Phase II —___ JOB NO._—______ 285054.503 ---_--- GATE_ -_.- May 6, 1986 TIME 3:30 pm INCOMING CALL--,- __ -- Rich Birch _ OUTGOING CALL. XX y PC RSOtJ____--_ 620-8794 COMPANY Koll Construction PHONE No. — � SUBJECT._. S.O. Deacon Revised Panel to Footing (grouted point versus welded embeds) Connection bein reviewed the S.O. deacon detail. Len said that it is acceptable for Len Krom -- REMARKS-_---_� ------- use at all perimeter footin�is to the east of grid line it at Building R. This includes footings or the north, east, and south sides of the building. All footings on grid line H and to the west are to have welded embed connections as detailed. _ Len-has not yet looked at Buildings N and P, there re the above does not apply to those buildings. STT Robert H. Poulton, Architect - -- - - - - vrojec-fi._-Flanager -- -_--- Richard Walker _-Tom-Afiern -- --- --- Ed Walden , ---Zen Kroinbein -- l� KOLL8205 S.W.Creekside Place Suite D Beaverton Oregon Q7005 The Koll Company (503)626-3045 April 9 , 1986 Mr. Bill. Monahan CITY JF TIGARD P. O. Box 23397 Tigard, OR 97223 Dear Bill : Enclosed is check #333 .in the amount of $.1 , 232 . 40 for the grading permit for Tigard, Phase II . We will be requesting a check for the remainder of the SDC charges, as well as the sewer and building permit charges, from our Corporate Headquarters in Newport Beach, California on Monday the 14th, and expect to pick up the permits during that following week. Thank you for your help in this process . If you have any questions, or need any additional information, please call. . Sincerely, THE KOLL COMPANY Greg Mockford Development Manager GSM: llb cc : Richard Walker Koll Construction Company wa n& rJ. U U SO 7 ��f 107 5 !/ Lt, 7 7 ,5"o \ t R CITY OF TIGARD 639.4171 DATE ._.. �_1 BUILDING PERMIT/ / 1 Mir d"'y- T�OR TZA,.� TAX MAP L;,/a" LOT NO. )S&O119DOSUBDIVISION SkER- ";O(A—­ E i� ----. JOBADDRESS BUILDER at C G"" __. STATE REG.NO. DATE - BUILDER'S PHONE ARCHITECT /�1 F U(d + t�l(7 /\I 1� 1�` 9'�"G.� -- PHONE __' t _._--. —_—__OTHER STRUCTURE 5rNEW ❑ REMODEL ❑ ADDITION I.0 REPAIR ❑ MOVE U OTHER C7 DEMOLITION I.) RESIDENCE a-EOMM it EDUCATION ❑ IND ❑ RELIGIOUS ❑ ACCESSORY ❑ GARAGE ❑ OTHER ❑ FENCE OCCUPANCY I LAND USE ZONE BLDG.TYPE �FIRE ZONE --_PLAN CHECK BY _ HEAT S_EWEnPERMIT N - OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES — AREA NO.BEDROOMS VALUE _BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit i�I d r _ 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 Chesk 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 }CT}Fw RESTRICTIVE COVENANTS. CONTRACTOR ANC)SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS Stateto Tax TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. St �7i�_ `�' ,/ ----- ----- nC— ��-ZJ"L''l� 1. APPLICANT OR AGENT _- -..- -- --- ----------- -- PDC# 4P,epd. Z CX c_ __` _� O Receipt No. ADDRESS PHONE Bal.Due �JASU"By___-_—_______Approved By__--- P 7 / a. L U U 7 y 30 eaV r i+' t Cirf OF TIGA RD No. 10873 12755 S.W.ASH P.O.BO;; 1397 Date TIGARD,OR 97223 Name -- Address — Lo► BlocklMap SubdivisionlAddress - — Permit M's t31dg.�- Plumb Cash _ Chec Sewer _ Other — ._ -- Other - Acct. No.~ — Description v Amount 10-432 Building Permit Fees 10 431 600 -Plumbing Permit Fees -iv-- 10-431-601 Mechanical Permit Fees 10. 30-501 State Bldg. Tax -- 10-433 Plans Check Fee _ 30-443_ _ Sewer Connection 30-444 - Sewer Inspection 51-448 _ _Street_Syst. Dev. Charge___ �•M 52-449910 Parks I Syst. Dev._Charge _52449-620 Parks 11 Syst. Dev. Charge 31-450 Storm Drainage Syst. Dev. Charge 10-430 Business Tax 10-434_ Alarm Permit — 10.227 Ball 10 455• Fines • Traffic/M1sd/Parking _ _ 10-230_ CPTA _Traffic/Misd/Vic_. Asst. 10.456 _ Indigent Qe(ense —" 30-122.-422. 01 Sewer Service/ 30.7402 Sewer Service/City 3096 �— 30-123 4 Sewe►SevfcelCity Malnt. -- --- 30-125 Unmatched _._ - or —'-- --- 31-124 -- Stm Drainage 46-47-5 Bancroft Prin.Pymt. - - — 40-471 — ---- �__ — ----A—_ ---TO L ACCOUPMNO - l r. i `i , BUILDING CEIPT NAME: / la C/ii_62� DATE: ACCT. N DESCRIPTION AMOUNT 10-432 Building Permit Fees $ 10-431•-600 Plumbing Permit Fees 10-431-601 Mechanical Permit Fees $ r/ 10-433 Plans Check Fee C $ > •2�O 7 10-230-501 State Building Tax $ 30-443 Sewer Connection (20%) $ 30-202 Sewer Connection (80%) $ 30-444 Sewer Inspection $ 51-448 Street System Dev. Charge (SDC/ $ 52-449-610 Parks I System Dev. Charge (PDC) $ 52-449-620 Parks II System Dev. Charge (PUC) $ 31-450 Storm Drainage SN'stem Dev. Chrg (SSDC) $ 10-230-505 TRFD (95%) $ 10-435 TRFD (5%) $ 10-230-506 Washington County Fire #1 (95X) 10-4 3L5 Washington County Fire #1 (5%) $ 10-270 Amart/Wedgewood $ (Separate Check for Ligon F1elphts $150.00). (hr/1214P) r 1�hw�c'r�kadu !0 CITY OF TIGARD 639.4171 �1 BUILDING PERMIT DAreAWMWA ,#. .��1_ OWNER iColl Intereal TAX MAP -1:�L4AlL_LOT NOIdUUM1% c, SUBDIVISION BUILDER _ K011 CvUst'rOOtiUu ----- JOBADDRES$;'••' _ --- STATE REG,NO. _ ------------EXP.DATE _ BU 'R'S PHONE J�j4��--_ AR fTECT - PHONE --� 3sli OTHER STRUCTURE NEW Li REMODEL ADDITION — REPAIR ' , M2VE _ I ' Ulrttr^ _ DEMOLITION F L RESIDENCE f--i COMM i EDUCATION IND RELIGIOUS ACCESSORY ❑ GARAGE OTHER I FENCE OCCUPANCY _ _LAND USE ZONEV — BLDG TYPE FIRE ZONE_ ULAN CHECK BY ;�f,Ce deYc lUL�a�,: y,�l --- - •— HEAT. --. - .�:war. r�uir�. .,uvin•b lsdut. . ;i;l`„ , ,, "=ter_ SEWER PERMIT k OCC.LOAD FLOOR LOAD — HEIGHT NO.STORIES r _-- -- —, V AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT i —� , FT BACKS FRONT"'� N1<i!1:: REAR LEFT SID[ — Per It 1165.UU --- _ RIGHT SIDE THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THU Pheck J JU.�i I WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE ( WITH ALL APPLICABLE CODES AND ORDINANCES. THE IS.'UANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck.Fire _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TAX PERMITS. PA AT p TO HAVE CURRENT CITY BUSINESS State rax ] EMITS R QUIRE FOR SEWER,PILL MBING AND HEATING. Total ` 73 ,$.iIRMC Prepd. PDC# Bal.Due Receipt No.( :i, 4� ADDRESS ------ -- i 'I—HONE Issued By! _Approved By _.....-rum-- -..iiiL+...ir.,._........�..:. .._�.. ._............. .. ....._..-....,�_..,.., ` w" �LDATE I r 'I l MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE_ FLM C -r/(-,A\we 17 �1; I it I' it � CONSULTING ENGINEERS JOB r B SCa S"4- -- 0,6. SHEET N0. :_OF hz�f L c_v.✓�, hb.�,�r�S C r��r r/V _ j I r 5 pts 11 w �`, 5 U Sg US �� 3 T► ETis e iL � `yc t4�F -- S'� p@6lo/ `n SrJ�q-..rrJ��"C. 5��-• ------ So H M 4r �'l3 L'l.T /: r'[V 0,pf-7 r Ci op 00diO a- 5/1 A►.e/,104£ cam•...� F G A- TZY BY_Z��� DATE MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE ,�D LJL ILJ CONSULTING ENGINEERS JOB ilf �"� S ¢ �Z�� `^, SHEET NO. ar-�" OF - i e-ever. µ/ u Sir w - t�•vefl y� s' '- o.¢ s � v� a. v• o3s � (t- n - o-� d - �` 1 4- Li s 4 - 7 T.�►�1 r - -- 1 ` Z Z�.v` /T), co Q,- i BV_ DATE 7-i'l. �� • Il U 6 L ��Y a lr MACKENZIE ENGINEERING INCOPPORVED CHKD.BY DATE JOB#_ ;��/ b SU r - - CONSUM'I'NG ENGINEERS _., _—_-�_ L 1•�!� rC -- SHEET N O.-�_�O F _ >z� I K r OR£fb1Vy,� 4 � t n.,J iw l s I,l l MACKENZIE ENGINEERING INCORPORATED �C DATE i.ry-�'� �C)ILC'o I III BY. CONSULTING ENGINEERS CHKD.BY DATE rr ,+ SHEET NO. OF JOB Iq-A G vrkl� ZC) ` 39 R3. yr �UUf b t• �! 11. C Z +.zS -e �g + ,�ORf�ONy� v \`e� ) `,At BY___j_ DATE 7 I y 4 �___ 6L _ T'1G/LCU A ii �I MACKENZIE ENGINEERING INCORPORATED CHKD.By---DATE p t 11 CONSULTING ENGINEERS JOB# •gHurt� -- �`� " -- SHEETNO. OF z16 �-r F ��.. .5 r 2F 3F BY_�y�j DATE - , a�. r)6Iva MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE III II �' CONSULTING ENGINEERS JOB#t 2 11 JSU SHEET NO.1'OF c. 3--A,0 + ti. c��•- __.... ____ 5 `� �[ S `� + 3-00, 93.2 �G f. bE f L cwt C2 '16 `'Ouvf ! 2 h' 4 BY ^-S DATE 7�r?/ �v L� - '1�GlL�o !T Tiul MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE _ CONSULTING ENGINCERS JOB# Z1'�u�su �V�X" ^ SHEET NO. OF 7� 7 � R � 14-oa� l 3 `� ► � /t,.�S r Zc' u7 5 6 ,� S 6 BY F"S DATE 7-1 leu u4 - n b�tiQ� rr _ MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE CONSULTING ENGINEERS JOB#f-- 2-A At bS0 /3�0�„ � SHEET NO. OF l,> M,1 � H Z � CIA f•11 � Z,y� I'�� R 7.x,2 8.SE l-3 I,It L1 ' ;S � S J CSS 14.1', (0.91 6.�Z - i--T 3r,.-7 13.9 �� S l BY �S ,_DATE 7-2—�� _ Ku LC-7-te {-I) Q� �I 1MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE _.� I CONSULTING ENGINEERS J013 2 V1(Ab �]Gp6• R SHEET N�_9J�.OF 13,015 L Ii �i3 st S�•3Z �5-32 y BY P�.S DATE�' I f_ K" E 1 f<, K O III �I I MACKENZIE ENGINEERING INCORPORATED CHKD.BY__ DATE—. �_—�—_ �� l II u " CONSULTING ENGINEERS JOB# ZR'fJSti �3L(J SHEET NO, 7 OF � � SL f.�n; c/�r �..,��� inn►.,�`s -- As?t"Mc.'O sin U VAI X1 S Al ° 3�.h� �N S� 5 9-(11 BY��_ AT[ 9- 3-J u« 7��' nr(�MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE UL�u CONSULTING ENGINEERS JOB &1 )50 Lam'' �' SHEET NO. OF 19 A7 �2 n a � - � 4 � P:. BY r 7' 1 M u I,L i 1��I .-�� nf� MACKENZIE ENGINEERING INCORPORATED DATE ULJI'� CONSULTING ENGINEERS CHKD.BY DATE p JOB# ',�Hv� R���6 f� - SHEET NO.� ----OF rA �3 3 = � 22, (>3 n (' 32.'t _ p� r 5 L 1 , FL G1 a r ll` p I MACKENZIE ENGINEERING INCORPORATED ICut! " TI�'I�J I•I;i I ' CONSULTING ENGINEERS Z DATE 7- ---` -"'_ ( OF BY SHEET NO.- i- --_ CHKD DATE JOB#----- rt l f I, P, If OL �c A-z �S 1h1� �j.l.J is Jl 4'. P`` 'S I et] f T 1 yS t 0 N- �t fn C BY- -DATE 7'` it_ i��c:c n�./iev LT` I 1 MAI:M,FNZIF ENhINFERING INCORPORATED CHKD.EV DATE _ _ l-Il .l_.II.� CONSULTING ENGINEERS JOB#_ 2 711 OSti � ------ SHEET NO. OF_._._�_�_� 6 " •�c b ° � J z jot Lt � Sb'� pl, OS Ohl - 5".�►R �� ._._ H MACKENZIE ENGINEERING INCORPORATED DATE CONSULTING ENGINEERS CHKD.BY _DATE c, _ SHEET NO. —V----OF JOB Zghu�ti _ p� Cnl - <�7. lt IL" iz ti,,,>�,c�r 5 0 to �k _ -- , � Z9 '• (�,) �# 6 � S ° Com/ aK Ok.) I 1 /'^ MACKENZIE CON CONSULTING ENGINEERS BY NEERS BV C DATE GATE SHEET NO. r OF CFIKD.9V ��L-tX ��---- JOB j. Oji, ) l LW >I,r0..LIj1v (LI )I )I 1 Iz,I.'7 rz. (it) - � tt lk re= q ub ... .... ....... BY DATE MACKENZIE ENGINEERING INCORPORATED CHKD,BY-DATE CONSULTING ENGINEERS Joe#=�,,,SLS D 6z SHEET NO, OF.__ OL: 3N.0 /_ t. _. ? ?. 3 z P, :, e)?. S3 AA k. (.1-1) As c $622 r (—; �' �' '~ (CV r U �II�I �l I MACKENZIE ENG114EZRING INCORPORATED BY DATE �Il. It CHKD.BY.__ DATE ---- CONSULTING JOB# 24N��SLIE OF_ — rl 1� r - f 11 w � i N .,p c N h f r. II • p I � N I I ? I y (, �ORft;ON�h ler��► '�S7 22 �,,�vv K C BY ,\1S DATE�' V Ko t ?1��! VQ0 JT PT MACKENZIE ENGINEERING INCORPORATED CHKD.BYDATE CONSULTING ENGINEERS JOB#. �'S~ul �' «� - SHEET N0._1-E_�-!;!—OF - r6 „t \ ref 1�7. R S ��Q -4 1Z M•. L-4? (62- ' 0 r__►__- -) I I S 1,3)( ► 3 I)v7, 683 D-at I 'L . , G ,�....G:".�'!:'". .`-.,c:•.Yq`T:_'_.":'t.`i;'w°lckw'!M„"r^+�`M..""'.7.t'f�1`;-:5:....rir- ,_ .,rrr.. ,;n_nn ..r:.o BY. DATE 'i> (<V CL - n i�/�'Q � (J I I I MACKENZIE ENGINEERING INCORPORATED In II� , CHKD.BV DATE — CONSULTING ENGINEERS JOB ilk_ g�7u� � — �� �'' � — SHEET NO. Via?_OF Dai " + 2 L/. Ar, Fs•b LLQ ill,(� sl ? 1 /g �►. t /z. �.. �,3r, �+ w = ( 7-3 o G31,,S i 13 Z. J a BY �3 DATE�.l S-- �LU��" G(V39 LCL 1L1 MACKEN2IE ENGINEERING INCORPORATED CHKD.BY_ DATE_ CONSULTING ENGINEERS JOB# ZahO� Rte ' SHEET NO.JES ' OF s l< P 3��c C F;G•tc � Ni = �c .37 + i6.RsS,s � � 9 1 �33.Z 2<� ('87 16 K fig . sus w L- S3S 't 't BY gs DATE7�� �C� f"- - T,/'r�N � nr� I MACKENZIF ENGINEERING INCORPORATED CHKD.HV DATE CONSULTING ENGINEERS JOB z8AF uSZj _-_ �' SHEFT NO.F —OF ('s 9 b h 2,q k f^P-) Fgs Fe9 rbi- A LL- - i6 32 � lf4 ruvre qb 3 �< K � r L- R _ 11 -f M _ 2r.�R ( ft,�,r' ) .. r• 6,4 ' r2,1,��� c r�3.: • 2 3�c 1 r 61 (-9.S S + ✓ a� �,� ' ? ; �`� - i.63' 3.5) 3z.Z1 l - Zz7 + S: f,f ��: Qti poll& md AY_ 63 DATE �` '- � <'"t - 6r11�0 `� i I MACKENZIE ENGINEERING INCORPORATED l`JJl CONSULTING ENGINEERS CHKD.BY _.DATE JOB# i"S-10 '6 L — SHEET N0. 6 OF_ `� se 2" 1 •j�3E„k qYr k L lee, _ �?3.9 is Z.c�K z Y : .•,..0 ."`•�'•,••�a1°,•..'.-yW.b.+;ci'i�SiUiFW4P�. .•:.••••••�,.rwwWa.L.;MF�tY4�WtHi411Wv�K�ti. BY Ks DATE 7 - (�"�� " Il r,+1F'� jT MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE "�� CONSULTINr- ENGINEERS JOB -W u S-0 _ L Lx' /C SHEET N0.(gig 6 OF �B 04 l = SOL 3bK S 36 — i�� (• 1 - 2�'` LI�; rpt — „�►(; - '��i �q as . ve . c 33.9 43" LI wCe z 124 o7R 14 �K ....;.,uriyy.. „er:�-r<« :..,n.�. .r-�•ir•q•�.q•�W�NMW�r.l,f�yy�h�s .,a:.... i,. /JJ BY ICS DATE�- -x1 "L 6 I��r Ll Q �r�MACKENZIE ENGINEERING INCORPORATED CHKD,D V DATE - �� CONSULTING ENGINEERS JOB*_, 2.$�'SU �---- 6rJ('' ~ SHEET NO.�OF FsR (3.-,-7" -�16 li Fvl�•rf� 7u 3 K Wry -M _ ihu.R cow Z z S t. JAI : Ple, _ it - .3116 n u BY RT DATE 7 � , KV Tl MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE_ — UU� CONSULTING ENGINEERS JOB# 2811U9u �L�� I` SHEET NO. OF tisv r Z,� P 1, 12 ztii� G L 3 g D.+ L % An 12,+ L ( OZ- Age oZ i .IIMMv+iwr...4ieMx,�v.y:+�.E1Ay11�.IWY., .. l BV RS DATE�—L-� Ku+-L T�c>( U_ —_ Ir MACKENZIE ENGINEERING INCORPORATED CHKD.BV DATE _ --75— 1 CONSULTING ENGINEERS g JOB# 24tiy� _ -- aLU�' �— SHEET NO.1_St!OF FRIM 9.9�► Z 5 =' 3��,SK I>ac = 102 ,E 1 ,913 1 �3 r-a 3,ti s _FB 17 F8i6 i 0A L LV = Z o 7'S- - e 6 I ' ZS M ,ii, 9,9 i - '� 1�'S ��iu� a 5.3635 1( !) � !rb 1 t• 73,13 + I►) n. K Zi•e�t — r.1 (Z / - 2S-31 3 At 1/2 e�IrE/. • 2 3 u-1 ^ !'71 r'rf : .`139 1 t '72 rte, BY s DATE-2--LL--31; Ko�G - �<-�� � I fl�MACKENZIE ENGINEERING INCORPORATED _— Jl CONSULTING ENGINEERS CHKD.BY_ DATE— JOB#t SL) _ _ SHEET NO. t ,�I OF Fla 16 9 y'r �c --- All r.3St '. L AL A,r F6 19 3. rS A n, fi ,t 316 a 2abu sraq ,2R3 ���� = ,7tS • .o`er - .'f9u = ¢�•�� 6 Ar..�= 23y.'r r BYRs DATE�-r b-a' K' - r,6 AA✓ m M,-KENZIE ENGINEERING INCORPORATED CHKD.BY DATE _. CONSULTING ENGINEERS JOB ilt Z R�V �G• SHEET NO. OF kn Afo /- CL- au b r'.r'C w= 2 n ��F (;3/ter ,l 3s� ✓t o,, c M 69 -- - A�, = ti .. .i:ihlWIiIAMYIi.!lrw v.:'M:.•N�i��'.'/ MACKENZIE ENGINEERING INCORPORATED BY I`4 __OATE _ CONSULTING ENGINEERS CHKD.BY DATE - -" 03 SHEET NO.�g,Z OF JOB FB 22 7C 1` ( �' Iz' �-,,•, r�l � F� �3 C.L. 04 L 3 S'6 �'�Ft I > -��/'t- /�►,� /,tet w1 = I r '3.'7 k - sre,7 Ap. r 3R.q m � BV 1 DATE Z• h � Ky L L )�,/�(•(] _ ( � MAGKENZIE ENGINEERING INCORPORATED CHKD.BY- DATE __- _ III II CONSULTING ENGINEERS JOB G1� b ' IQ SHEET NO. 6 ►3 OF- 0,4 F 0,4 L r U M= H/, let V .L9 _ ., S3st ` �.3� �>> i"� - .77f 9 s-lavo": z r ---- - - - --- - - . u T-7 F T 3 3 u A(Pei jc 1 iia; i ,� 81MtlYfYY11i1yy�iYn'.rar+�A.+su+rwu�..-...,..... BY UATE � l -RS kutc. - T�61�e� LT lMACKENZIE ENGINEERING INCORPORATED CHKD.BV DATE `� l I CONSULTING ENGINEERS JOB ilf--- ? L�1 V`�6 �' SHEET NO,.l OF 2. 5 "/f=r A7 )sU I ( _ -- z s kx""t 04L = 32.16 �'2= S--37 AA M ���(fie. ._ ?2S 1 � z •t ' . 92� Q/j'�� n1�� t 3. 5R 2 23,' BH RS DATE ' l�y1-4 • T ���YV f�ll I` I MACKENZIE ENGINEERING INCORPORATED C KD.BY DATE I J I CONSULTING ENGINEERS JOB _ 284 1) SHEET NO. OF FS 27 na L _ ►�z 1 z�— __ _1 S _ 22Q•S ' V / S�1 Fg ZA n./L = 1ot v = 3 &3 Sri 59.��•, ���R�y 1Z n I� 22 tr BY ((S DATE T(� -`Z kL>1 rL - 7-16fV Ir MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE —�1cL�CL�— `��"� CONSULTING ENGINEERS JOB# Z�►,�So __ _ _ SHEET NO. ' Z—OF 1-16 - � I D o_� c _ j OZ.o est' c LA L O p 6 � ' AI.L L, n+! - It,3/,j 3/, A A — 6 33 D G �` G o c 3 f2 � �z 9 w LE 11 S 13'/? I It 1 a 7 2sph i L 4 zi T lb Al Z a A tiry --t-- i G r r.j 6 c L{i A Bio <►� �° (ti�''a ib 1-w c ( SAH- Gw G o N."N `F ,U al Vj 1. BY_ DATE�=LS�_ u 4s._ T�hr'LCv I (�l I !MACKENZIE ENGIN':tRINr INCORPORATED CHI.C,.BY -DATE __ lJ ICO ULTING ENGINEERS JOB#. � SHEET NO. Z OF �s a 001 23,2 - �.i,C�) - 7ba IG) = 24f �K R2 _ ,R `�+ X-10,37, V J - ,Are,, = /6z . z. tZtz (L8 z lou-2 By_ DATE (eu MACKENZIE ENGINEERING t,4CORPORATED CHKD.BV-DATE CONSULTING ENGINEER,' "IAAr o 5b JOB SHEET NO,r4 OF rit& An fLk.;< f6.Z 13 3 7 TI 3 M ((3) 73. 33 31,1 4 ^AA 17- .93 vaL;�wYwSi�sti,b4+i:WWrrAYd1%Ka':Aw.D.usk..t'k4io-raYasYwMlrweavw,.. YukMI1WW�WAt"Yenk>rs�::rw�ruiuw+rw�.e,b. .... I BY !13 DATE—�-R KoL L- Tl NWO _ 1 MACKENZIE ENGINEERING INCORPORATED CHKO.BY DATE A J CONSULTING ENGINEERS JOd# "' '"�� -- SHEET NO. OF ale 6 -� LL /CL`lOvLno�J c, " 4B X87 lIZ) - It,Z- �R ,3,.,6 r,�y ; �►R .W rAff' f 7 2..L =-- - — i DATE T"i 5� �s K�c c -i1 Grip 1SMACKENZIE ENGINEERING INCORPORATED CHKD,6YDATE -�� CONSULTING ENGINEERS JOB i1F � �y � —� ' SHEET NO/L-.L__OF 3 1 ;? fi � Z 73 4- h �r59.c7 Pt r, e, R _ `1 S� T ✓r�i/ ���r7�f 43 Z 1 c 1M8cC �_ q 0� i /n.� 1 zs-3 F MACKENZIE ENGINEERING INCORPORATED 1111 � k C NSUITING ENGINEERS I<_o DATE- '-- — — ��—OF BY J �j SHEET N0. DATE CNKD.By----- JOB Y_—DJOB $?. - iu, ,, P-, -- --- j _ M " 1 ,uv !n,� s -'•r`-•..,.r.�++W,wWLYi'�s1�14�Y11if:W/Ww�favw�iwW'WA'aM71i�J�[iMYY�A�Y�'L1tlYc1JWYi1'di{kW�lrty�uNY�WiWi4�#rix+�Yi'rwuwemYurtRIK�IMMIf+�u...*�IOG�pu�AYefi6t�..if.�w.wn.uw...u.r...,,,.+nti,r:-„+�Ar«.w-•-•.:-..-.; _ MACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY DATE ` �aS' _ SIMM(�N�iI�l�11r�8�11�A0M�iIRil0• CHKD.By DATE KOLL Al 10 1Z .IL MI�GrI�ifi�Tii JOB SHEET NO, OF Z $sC7 / 4 7-0 lx Q �1-S' � z r Z,T ?.d 7� L4 7►o Z..,� d ♦ I 2a�F l )CAO a--)t\n (-ng SF(SHIC 4o� I ' �lCi4iY�ItlifnlMN�NIIGAf�wwt�MlliYb YY�tllllr ;rewnr�uuro.�+w.wa.»u........ ....,.._. + MACKENZIE ENGINEERING INCORPORATED By LCL=_._DATE CONSULTING ENGINEERS MAI �IY�IM�II��wl!lR�Mq!>A�l• CHKD.BY DATE JOB#t_ allimi alp SHEET NO. OF Ca AZ t4 J 3 G, S r 3 F ec//. S` * 1T � to n�� vudti 11 Z/. 4 Y c. S 6 C s PC., nF- �.�� k ec�-F t k x L s ;C s NEM A(_- cS/>A—/ z 4 a b /•� S x ISdp,! L )JOT G W.-t'9 ) m :,..:...a....+....aww� r:.:::�:raw�nvwm�•.tlwwew:.:v;MKyMWN4�tlM�LYIWWfJ�i��udiMPWkw�quwr�b'�WiN7WWiAi1W�MNWi6i - l�kk�tWM.4F!q"H!e+!+er�-:s- :-�r�.,�-t�r MACKENZIE ENGINEERING INCGRPORATED gg CONSULTING ENGINEERS BY��-DATE-( l .MNI�Q/IiI�IwMII��MI�IR�Ilw1�A� CHKD.BY DATE_ JOB iR SHEET NO. Z OF. + j - t.L IL b or 1.ry r A,c,)A re n l:rC -� --}�¢•�•-F*��__"�� _4�tr,_. . I rl > F �- 4- sur, vuflciN; IArs4.eL p - Jr ✓ //• ¢ u �� //. Thi � J�F fir 3 9• v �/S F 3 N .�• �.- _ .... . _ ,��,.. 5�'.':�� 1'11 ���I• .., - ,.. N ' MACKENZIE ENGINEERING INCORPORATED BV_LIt DATE CONSULTING ENGINEERS CHKD.BV DATE_ AI�a0�1��11I���RMO�bATN JOBwomovaFft Ik__ �1V• SHEET NO. OF_------,__ Fier, 'c�vJ��ce /. cm J p�ywv�� / 90 R,r A,�,., rC irc/ �.v SZ_o JOJ � / C- _ j1 J BV DATE 7/2' f il- I (� MACKENZIE 'NGINEERING INCOR"uH, cD CHKD.BV DATE_ GTd�t!ti" (Sc.�Si•-��C!1772 L?T �fL CONSULTING ENGINEERS r JOB#E-2:ps/Ob gL — SHEET NO.L'q Z'OF_ 1 K 5441 7 r� s 4-t sp as-A-t;fro,,' c h'// t,. /, o vn2cr-t qIC_ o.S Sr,�t.fiCLr� p. S rr 9 Y 4c�rf• J oC9`r�x i. = S u r3ovcK `l p v 3 f1 - 'L co P,AST q Sr �✓,�� O, -2 k slz) 4,0 o,0CnYB yX4t9 Ir rZ �t F i MACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY DATE ` �6'•. •M1M(fN�lr•w1lrl�i�lY�liDMi��1100� CHKD,BY DATE K04-C Tl 4 AAO fowAkI2 ]Z Miafi�llli�iliTi� Jous4 gc.oc.' ',1,.4 SHEET NO. F' 1 OF 4- r 7 6 _ ?,CoS -O Zo 7.a Lo Z-10 -�f off _ I Y of R DoF F►2.e�w► 1►-k. Pl..t�►.I — - I - 4o. 0 MACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY Wk, -DATE �e 1 �� . _ •�MI�A��IrYrl(�♦��M1M��II�� CHKD.BY DATE OL C. Tr 4 AA 10 10"l4 pcM_I1�GrA�1�T1� JOB#F 0 G x4- _ �I�LOr+� h►I SHEET NO. - 2 $Sof {- I RDoF Fr2e�r11►-I� P .P.►-1 _ � '' _ 40= � „ i MCKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY LJ-4 DATE �I 3 �) •WrMI�11tINiII1ilM�A��OM��fUD1 CHKD.BV DATE �_ L '�I�Op.� r rlli6�lliG�Tl� JOB* �-b4- SHEET NO. OF T"L �A-1K� o G., Y4-( 7, )S F1S-�S } 1 �.�5� I r2� 'Z K_ ICK I2 .1k IL V Ier hl = 4 � � k 2.r r7 L Ps nL 1. em 7- ` i�l o �"n �rc o� SSk S•�7 �a54 (1�. r +- Z/rT Zy t �5�. r) +- 43 k lz. � - � � ►�L �97G6 ►- s ��. s) 3r YL t � �,� t o � �I, � 4- } x- 41, ► 0 + 3�, �� 2,��- + 4S} �./l - �C �� Cs L— ¢95, 7 tw A,,z 1 , ; 1 %04- b. /Ci "A;KENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY L l lC DATE U l Sl E r _ •I�MMIfN�IN �YA�MMI�ilir� CHKD.BY —_DATE ILvu C JOB* 1 e{ US�— �jl ML. /V _ SHEET NO. XZ F'3.GF-- 14 t — � - t 37• � y I ' 91 k IC e,c. o e c�- /C9S�i �S c c -ftcrt 1. y ��L i enc E k e w2.►� KL !c 1 .vb + f� 8/,E, } 1- 4-)� 41 rt 07 Cmc er dig- 5 i .„.o,«:rr;n.wtn,auruwa+�s�7,:vxarr ......, .. w+a�ka:v.:a• .. u•n.:�o:r�,dw.war ..4,.,.,....,�.�,__._._.__,_.._,.......,.,. MACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY L�k _DATE r,/,��Gr __ •MMM(�AIf/�1I�iI�Y�MMIf>>NII CHKD.BY--DATE JOB#t ZOO US" 11�'f'b _ SHEET NO. ar_ Q" OF 129 - S y i ; •lam C L L 12,2 / S t.� •�---- a /J• � `r L. 1-4 2K-G. TL 1�•,� -� ! � 1. c.. �� 1 A, . •w t SA c i,., t) � S G c. S el Ir A T Z IQ.t /CD, I - S.t ' I S-!;'4- 1 MACKENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY DATE �8S •��Kfl�� r10��MM���• CHKD.BY __DATE — KoLC TI 4r W.40 I+ASQ 2C M(�fiMlli�i�Tii JOB# o� O3"a �L.o�.' I.� SHEET NO, OF-- 4- F _4- L ct 1S'�Z�a Zo �.o 1_4Z oo. I c" - - n I 1 I �I ( 11 4o( MAC-4ZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS + ar *looks NO§/@AIFQ&A%oruV&'Wf By Ll+t- DATE _}r p�.wI��r��i��Tw CHKD.Br O DATE SHEET NO._K—�1 OF— JOB F_____---- JOB# 'Z �f - J1S' 10 w 9'J�r� ZAPv -dfn AMEN.- 9 F ►'+'� I►.k. ��-p.tirl - 40-0 BV kE �`1 DATE_ C- nn MACKENZIE ENGINEERING INCORPORATED CHKD.By— DATE. �,,�)lL CONSULTING ENGINEERS JOB ZP)4-n S4 iLD Cz ''N8HEET NO.�' rrJJ E�--- '' L OF P- P, ?S t 15) - Z ,34t4 , I , $o + 3,9-7 = S. Z-7 K -- 26 .75 - - -3�1 TL 71Met-=o = C, .84 5+ /4,$) t5,UYZZ, 5 — Z(05>,CR r i1 M e 9 go X 12 Z5 -- 5,2_7 k 8 p�7 Z1 4 I . s 33 6., -' PL oL = 3. 13,c P 1 DL- 1. 3 TL= 4 .17 F PZ_ dL= I . 7G 5. 13 " P- P l = 7-13 4 T L. (o,84- P1 rB4-P4 D�- 3 .13 , 9 ,15" L M a�� - 5��.� Ix +,1-7 f- `x.75 X 5.13 t (o,R4 1-7, 5,7T+3o;.7_t 1(177) 1- 43,5 x 915" =(23.g8 f 5 X3,1`7/35 37. 1 K = 14 `4 , t8o 7S" - �Z ,ZS '� -yoL)6_rz DL Ck,j r, 1-L_6L r,lke: :x..�'y..,- .0.-.., ., ,...,.....,K .4•:,:a...ww.�.vr4:lltr..izY4rti;.b.�%lidit+.:�4i+c,�'s.F'Y�iY�1Y�G6'Y'4rInMtYW�--�hY^ M.A4ua►a7x><.k:ndNsrWrMWwrws .ww..+.-.;.... J BV DATE ��5 /�]a 1�MACKENZIE ENGINEERING INCORPORATED CHKD.BV DOTE CONSULTING ENGINEERS !� .- JOB#E 16L-06N - SHEET NO..�=OF r► @. �3* = Ii ,3q x -Al 7- - s,13y8 - I1L10 °K 5 IZS"t.S :5`f4.6rn�' S % 'r a'7Z 12 •L art — a 13g 4 PI P� PZAS 1 L= C,,b8 y T_Fl 0 6 .O B( I,1 c.r 9,�S t 1-1,�S- 4 zS,�5x1 + 4 ,6(D x 33, 38 I'-R lit- = L334 ,3 + 157,3) xz�,7� z6Z.04 3 S QE)K .& U 7 sal - zA x �� l;" ` 6C� 3 'S. L S XC$ I��LS -6►46 R P L -5.49'� 5,75' �' b I 8' q 8' --+-�---a PS pl, P, Qk�= 1.-79 rL= S. Z3 �,P, ,�R'� R P�ip4 PZ L (- ,oQ, P3 D L= 1 ,56 T-L-- 1.54 IL F__ Pt J)L= 5.4qrL_= I6,0 4 rL M 51` T,, 5,z3 4 �,OPS(13.1 S_+ 21,954 41 -7 _ t q9,15)+ 4,5"6 (2°I,7S+33.75) t 16,o4 4T "772, 16 t28°I,S'6 t�°I�.L4 ) / t71S �-� = � 1� 9p � ►�c..= 12�BJK f, .,..... ....,..e..........w,�...,r..,..�iw+vra�W..SWipAwYIiWYW�gYiifiY.Y6iMYlM'.+fAl�►tla4dM`.• ,w' .. ,.,, BY DATE 5 _ l I MACKENZIE ENGINEERING INCORPORATED CHKD.BY_ DATE _ _ LD l l � _ lul CONSULTING ENGINEERS JOB _ 4 nS�i SHEET NO. OF Lf A, 97.5'_ 3Z4,oB - X3,63 - IM ILA{t l -S--.3 j L rL= IS,OS- r- �-- Crz= 14 ,56 " 6-7Pq I n j tt - 15511 97 1 6114 = I75,IT iItYN1YYM0.YM- ,... .4...',, BV DATE I fl�l fl I MACKENZIE ENGINEERING INCOR�OFwED CHKD.BY DATEY.ULL- T j6AdtQ ,� A _ CONSULTING ENGINEERS JOB#t- ZZFf,�� SHEET NO. � -OF_ S/HiLA-f_ 70 99 _1_ TL 12 L = 1 o, I-7r< r L P-k =-- 10.891, 5rr - 3_7(,3 ► n3 5 %$ )K 2 S -1az P1 oL= l ,q TL-= 5,� P, P-L" PZ Pz pZ P3 PL. D L = 2 , (o Ti-= P3 v P = ,� T r✓= 10 ,1-1 ter- x 4- -t 7.6CIZt + 7x375 - Z7,0 4 , CLL.8 t -729I(o �-2 - 9 - I k 7 ,17 14. n cA-0 , ;�_ f- Z M PL o = ZzL S + 4s 6 -r Z, x 34, '317 - Pf- 10 3 q i< M@ Pz = 34 x iz - 5,� x 8 .� 7g,5". zq � I132, � 66 1 in3 143.q I CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 18-84 APPLICATION: kequest by William, Constance, Chester and Evelyn Robinson for Site Development Review approval of Phase II of Koll Business Center on property zoned 1-P (Industrial Park) and located on S.W. Nimbus Ave. , Tigard (Wash. Co. Tax Map 1S1 34AD, Tax Lot 6200). I DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above described application subject to certain conditions. The findings and conclusions on which the Director based his decision are as noted below. A. FINDING OF FACT 1. Background The Koll Business Center is partially developed as a result of aeveral previous City approvals (ZC 23-78, ZC 26-78, CU 33-78, and SDR 8-80). Twelve buildings have been constructed within Phase I of the development. Sensitive Lands SL 5-84 was approved on August 10, 1984, subject to the following conditions: a. Seven (7) sets of plan-profile public improvements construction plans and one (1) itemized construction cost estimate, stamped by a registered civil engineer, detailing all proposed public improvements shall be submitted to the City's Engineering Division for review. b. Construction of proposed public improvements shall not commence until after the Engineering Division hac issued approved public: improvements plans (the Divisinn will require posting of a 100% performance bond), the payment of a permit fee and a sign installation/streetlight deposit. Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concurrently with he issuance of approve public improvement plans. C. In addition, the application shall submit an engineering plan showing flood flow and flood storage, which meets the requirements of the City of Tigard engineer. d. The applicant shall execute a sublease naming the City of Tigard as sub-lessee of t`iat land remaining undeveloped in the 100 year flood plain. NOTICE OF DECISION - SDR .18-84 - PAGE 1 I. e. A joint application to the Division of State Land and the US ' Army Corps of Engineers shall be approved if required. f. This approval shall be valid for a period of one year from the final approval date. 2. Vicinity Information Phase I of the Koll Business Center is immediately north of Phase II which is proposed in this application. The Southern Pacific Railroad tracks run along the eastern property line and undev•-loped land, also zoned I-P lies to the south. The Fanno Creek 100 year flood plain is immediately west of the project and single family residences zoned R-4.5 (Residential, 4.5 units,'acre) are %ituated on the opposite side of the creek. 3. Site Ivformation and Proposal Description The portion of the property 1%volved in this project is undeveloped. The applicant intends to utilize th^ s.ea above the 100 year flood plain to construct four industrial/office buildings with a total gross floor area of 104,825 square feet. Three bul.ldings will be one story structures and one will have two stories. Parking areas generally surround the buildings and the loading areas are located between buildings or along the eastern property line. Nimbus Avenue ends with a cul-de-sac at the northwest of t1lis project. Access will be provided by p driveways originating from the cul-de-sac. A future third phase is indicated further south and presumably the private drives will afford access to this development as well. 4. Agency and NPO Comments The Engineering Division has the following comments: ;,. A street opening permit will be required for the new driveways into Nimbus Avenue. b. One of the three proposed driveways onto the cul-de-sac phjuld be eliminated to reduce the potential for traff (c conflicts. C. On site utility systems should be privately maintained except for the new sewer line which runs east-west on the south side of Building P. d. Joint use agreement will be necessary for sanitary sewer and storm water lines as well as the parking areas shared by Phase I and II. "a N(T10E OF DECISION - SDR 18-84 - PAGE 2 W 1 e. All catch basins shall have sumps in the bottom and shall be maintained on a routine basis. f. Sidewalks should be provided along the cul-de-sac consistent with City standards. Washington County Fire District No. 1 has no objection to the request. The District did have a number of comments related to requirements for fire fighting water supply and emergency exists. A copy of the comments was forwarded to the applicant. The Building Inspecti,in Office has no objection. NPO # 2 has not responded to the proposal. i 4 B. ANALYSIS AND CONCLUSION The proposal is consistent with the provisions of the I-P zone, the conditions of approval for SL 5-84, and the relevant Code requirements including landscaping, access, and visual clearance. The only necessary revisions relate to parking requirements. The site plan indicates that 339 standard and 10 handicapped parking spaces will be provided. The floor plans suggest that approximately one third of the floor space will be used for office space and the remaining will be devoted to warehousing or industrial. use. Based upon. this assumption, 170 parking spaces would be required. The Code requires one secure bicycle rack space for every 15 required automobile spaces. Based upon the estimate of 170 required spaces, 12 bicycle parking spaces will be necessary. Finally, the parking spaces often do not provide easy access (especially for handicapped persons) to the sidewelks leading to building entrances. Spaces of at least 3 feet in with should be established between parking stalls directly in front of the coresponding sidewalks. Curb cuts should also be provided to allow for wheel chair access. C. DECISION j The Planning Director approves SDR 18-84 subject to the following -onditions: 1. UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR TO ISSUANCE Or' BUILCING PERMITS. 2. Standail half-street improveaents including sidewalks, curbs , street lights, and driveway aprons shall be provided along the Nimbus, Avr,iue trontage rrior to occupancy. I ill i NOTICE OF DECISION - SDR 18-84 - PAGE 3 ' 3. Seven (7) set of plan profile public improvement constructl,)n plans and one (1) itemized construction cost estimate, stamped by a registered civil engineer, detailing all proposed public improvements shall be submitted to the City's Engineering Division for approval. 4. Construction of proposed public improvements shall not commence until after the Engineering Division has issued approved public improvement plans (the Division will require posting of a 100% performance bond), the payment- of a permit fee and a sign installation/streetlight depoict. Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concurrently with the issuance of approved public Improvement plans. 5. Joint use and maintenance agreements shall be recorded for all common driveways. parking areas, and utility lines and copies of the recorded document(s) shall be submitted 'to the Planning Director. 6. The new 8 inch sewer line and stub out running north from the existing manhole to the proposed manhole south of Building R shall be publicly maintained. All other utility lines shall be privately maintained. 7. All catch basins shall have sumps in the bottom and shall be maintained on a routine basis. 8. A revised site plan shall be submitted for Planning Director approval with the following changes: a. At least 128 of the parking spaces shall Le expanded to 18 feet in length. b. The parking area shall provide a minimum of 3 feet between parking stalls to allow pedestrian access to the sidewalks. Ramps or curb cuts shall be provided with the sidewalks to sllow handicapped access. C. The location of a minimum of 12 bicycle rack spaces. Bicycle rack design shall also be submitted for approval. 9. Landscaping improvements shown on the approved plan shall be installed prior to occupancy of any of the buildings. 10. The conditions of SL 5-84 shall remain in affect. ll. This approval is valid if exercised within one year of the final decision date noted below. D. PROCEDURE I Notice: Notice was published in the newspaper, pasted at City Hall and mailed to: NOTICE OF DECISION - SDR 18-84 - PAGE 4 The applicant a owners x ^ owners of record within the required distance �_ The affected Neighborhood Planning Organisation Affected governmental agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON UNLESS AN kPPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(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 4:30 P.M. �{ 4. Questions: If you have any questions, please call the City of Tigard Planning Department, Tigard City Hall, 12755 SW Ash, PO Bex 23397, Tigard, Oregon 97223, 639-4171. William A. Monahan, Director of Planning 6 Development ATE A?PROV T; (KSL:0596Pdm,j) i i 27 26 �4 !� 1 ` ! r J \ � ` NOTICE Or DECISION SDR 18-84 - PAGE 5 _ ,....,ter......x,.,.,�..Y. ,,-,w,.,. ,.,r_•. BV r��- DATE 7�3I MACKENZIE ENGINEERING INCORPORATED CHKD.BV I1 C� LJ U r/ rt- l DATE I- 1 CONSULTING ENGINEERS JOB 9LO SHEET NO. OF 2-t� 4- WCC S To p`� ;�� ca , 1-7. 7 p5F 4a LQhDS , w I rq(D Lr),A. Ps ; I S,s r- 1A c; ROOF DL ' to-a p5f (zoos - tr,,�= 1�,-7 (,5 1-` � r=Lonl( D L = 3 3 , 8 Psi ��r = 13-7 (7/1+/') Z"`l r X002, w �h t�f TIMBER -- V�1A � (� �_ _- J,p PS� F!'.to EFF"I CI FNT�: V = Z I KC-5',A/ -7r3NEZ K= 1.33 = I . S CCa►�sERvf�r�its 1 L–.1,52— ( f�1." PON _ ISJr P F-P.0 = T=°=05 3 = ,097 V�o Ft n Fj_ D uSE C-=.1?_ C =�S = x , 18 > 0. 1 � N c, ' �► N22, c - i > O. 14 COFFT(C/F.r,47= ZIKC.S = (318)(J ) "I . 14) .�-4+rw;;6r•a.r�•�sau,... ��.ti�;WyMirwrar.'� . ,. .. WrN�Lu�dxfYBikNit4wil!'id,YL'fxiil�, ��• . BY DATE CHKD.BYDATE / �j----- nr MACKENZIE ENGINEERING INCORPORATED � � _( 1_I �)� '}{�Sh i`� �Jl� JOB#t_ Zsz4 r��4 � CONSULTING ENGINEERS SHEET NO.- /' Op F i U U z U SUB Pv,2LINI IN�,uLnoN 0,S PUP Lllye $ , �/� j• 7 MACH FL-Et SFC,r-4 KLF./2 p, Com( , �F�1M Z,O IO - 8 r f FLoo fZ D L FIS-JIaH ��Lro�ru6 �,,� Cn►��c, ��h3 !le 1 19 5/0" PLYujc)o() � g JSrS a M 6(-H FLEA S Cs�NUl — WAL<L DL _7 y '' PAwj ► F �' By DATE 1ZLI _ MACKENZIE ENGINEERING INCORPORATED CHKD.BVcDATE C) 1 TjLALQ �)tt2a� CONSULTING ENGINEERS JOB# ?tel BLf)(Y 1'e-" SHEET NO. OF 7416. ROLs (Z F-_ 0(7--n0 LoAD':� Go) = 6gSLI)At ]VALL OL ( Wt7Sr Wk_LL_) = �q ► i( • )(�z+ o,$) _ (03 Lb/f4 WA LL-- D L_ C f-�t�t wot-L.Lr) — (5 )(4) PL PER Fc,,C)T- of �cnF (.1-kt etd-TPiP) - ?;e LtllfF Ccx�F t LLv`t6►T. ,A/fL P L =-L-vr' .3 L;L r CH Q Vv kLL S : 2-01 - p L TK I 1� TO f?co_F" (.r-Ll.)T?tL l L�J = 4 K � p„_,vMNfa Sr.� Mir L 676 L%t- rilc Ni 0 wS wA Ll_ D L_(W :�T- ,NA LL)= (c11 )�, )( ' + Z -7 L­'It� \nhaLL r� L_ c F�\sr W� L)= (91 )( i2)+5Ci4�� - €�I v�/ft DL PF-P, (`Or-)'- ^F Pcor CI-ft-x'17<-iP) = 4,(o33 Lb/fes Z-noL F(_nr3(t L1cN(aIT- WA,L-L OL_= uJz =4 33(Z.?o) - I z5 I K r)L F Z. ENO VvArLL S = �(q 1 )(85)(So)C' ? ) _ c ►< 40) 171 P I TRI 3 U TIO N O F POSE !St rAl?- F{ = O 1- U.-7 Sec ON FoL�r�i�I Nv i'i1C7 E 1 BY— —DATE. 7/31 MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE tL�_ + --!17 � CONSULTING ENGINEERS JOB#t4C �� Ss�� I'J._______ _ SHEET NO._+__OF STS! R 31 4G9 149-74 5J .5 51 . 5 2 I ) IGGG ZS32-1 q�. 5 - 149 Z134 SttFA V = 0,0696 x 2-134 = 149 SMR*-' L_OekU� TU D I/�Pt fgA6m- wA.L) 7"0 RAF DIApHRA(-AM F — (w�) F� lq (n, LUr _ Z 1 O1Q_= 14 5 �-b/ft L-cA E� rO _<.'�E7 c"I7 —FLOnq 01A01-A4r,11 \, ) F� ( 11 -) 9�,5= 73.2 370 _ Z.7 J L b/f'+. ) 2-4 a L-a;,ft :ti I N o E00F 5� I M fL C�OVE-IZIJ�.. RcoF ��I 7 = 149 K BY--- ..�DATE 21-31 _ MACKENZIE ENGINEERING INCORPORATED CHKD,BY- DATE _ UI�_JlJ JOB# 1�4 4 CONSULTING ENI-INEERS / SHEET NO. OF [�l OYF- NEARS_: Roc F A L P I i Cm L 4o' I Diu, I I Ghord - , — vitr. = 4� IC I DIAPH12A6M �J vs 4 SSO LE fJ IA P H Q4\v pIi1P� RA4M mac.-Ud = 71, 5 L6/f{ SHlFAP NAL_L_ PU Ac.i 10N 2.y7-L, ��F+ Iii ��.f.� _ zZ 4,; TRANSVERSE SFICARwnLLS —uN Ir SFAR P�A ..,�wurfr7M�luk��f�fM"1�1'[1tu!'�Fi4l4q `s1Y7M.Wi.o-":. -:•z.•. ..:i�iOiNYiro9i%,q�KtligMr,Y9t�y�yyy ,..,a.t,u+atary,�wa; BY—�_DATE 7�y�,_ MACKENZIE ENGINEERING INCORPORATED CHKD.BY_ DATE 1t�� T�E�A�t� P�`tF �1T IJL��.J JOB CONSULTING ENGINEER. SHEET NO. pE _ PIA - (-Fr - F�)(Z.) U2r = 4,3Si (SECOND STDEY ) vim- ��6oS� = 17� Lb c c Tb� -2jD� I R-0, 4' I , w 1-71 `-b/ft_ -- L)iAPHk'_A(-,M (;I) 'YAJAILci `v �h vs -'✓ _ t�`I ±zp'� A I Orj --- I i DIAPMR.AU►,A �� I V<_ fir) aw w BY _DATE_ I_ II (1 IpI �pI II MACKENZIE ENG,NEERING INCORPORATED CHKD.BY_ DATE KnLL TI 6-A P,J, P�Il�E LL _ L�I--Ju CONSULTIN(i ENGINEERS JOB#_ Z94�SY �I--D " ly _ SHEET NO.-L-OF PR..A(, Ti R--:,�?[ r_`, `kIEAR A�-L.S -UNIT 51tE/1( S _ -------, kr Lb Viz- P'A (C;7,5 -73,2 ) (t) = Iz, -2 -v '4,350+ E3l304- (0,2t :% .Zt" - -309 K v� 7'2 Y , nvy) "Uri = 3on �. (,.,HE-AR `t�ANSM+ ,TMJ ay SH F-Ak UJALLS) F- � b 8 (sq) - PIAPHRAVM T-= c__ U45 � — 8.7 I< 8 (4 ) D �APHkA 5 EcoNO D►APHI�.A(-IM 6) 7 L ()oo) _ —_ BY- D A T E 1i MACKENZIE ENGINEERING lNf',ORPORATED CHKO.By--DATE KoLL- -i-I&ARL LzI -;Z� �--j`l CONSULTING ENGINEERS JOB Ilk I-' — SHEET NO. OE DIAPHRAGM ? I -LL7LjCl 12)b P LOQ, I-t�- 200E-; A C-K J.o,:74:7 PF-A[,) 10, 1 zo) 12 m I OpLe Roc-,,F Dr-AL) LOAU- to-a ;2-70) ffON7- ' P,00 F P F A fD LCj,'\ L)-j I 0, 9 c c W� Rc-,n F- f LoNci i T-, 'YYA-A.�- 0 L'Wr' '= 2-CD(i 2-9(,f r2 Z) t-40(Z!7 16 2 40) -�-bo 0 6 20 Z 7o) 276.6 190.,4 K 9 rl SE-c�ND FLoc)R (D 7 ' -7, LL DL- (9 4 -7 L6-';E -7 -74 L- "41 rLCOP-i- Lo QG, 'WALL- PL- JJZ' 40(Z 9 1 G+ 74) + t 40(9 IZ6 + 1 )1'-7) [-)L (�F FN[) 9 ) ( 9 0( 2-70)( 171z ) I,f ...,: ., BY K-s—_._DATE I f 11 ii i MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE �s,�l.�JOBr� -16LSP„�D� PHA<,F 1T IL'_ i. CONSULTING ENGINEERS SHEET NO.--9—_OF U L T 1-1.8, To 2"`�f7Lm rz l m .) 13 K Vx, I, 32 4--X,8 1 S 7.59 50,8 Z I� 1387,5 Z29v� 7,�,Z. I U — 18z4 3a16� V ` Orck-18 1-7 I< QUAD-- TO D(aPrt2A&-j S LOAD RroF 1i I h►'H-VAGM = Ft = ? C, . Lb . LOA SF'CrND -FLc)o,Q V1APHFX14M I D 1,:,T-R 1131_frE R. F-L-fZ r� �E i�NEEf� LINES AtL .18 )(4 l l5:3 �-L L3 .3� ��Z,SL'/ft- � � �i ?1 = �T .oK' Asn UJ w,NL) C�ovC4Ns -, ,. .:;�,htit4�kY�Nleaucawil�aia�L lr/2I MACKENZIE ENGINEERING INCC)RPORATED / I BY_LL— DATE .� .) � � � ' CONSULTING ENGINEERS CHKD.BY___ DATE __1_Q—OF �_ l.�l JOB# SHEET NO. I I FFKED ,o - wz3 I wVA t:l. z4 2r loo) -CT (7o ) � 14,�SXha� ) - (-7,0)( 1 CD VA = -L-1. 8, K LIAHRALPn Li17 5HFW-) Roo F:: : c)�iEAP UP 'L9. 71 CONCRETE SNA Ll UV 2�a �° ' a Lb - JTUD J4Al_L i FLc�rR , s F EnF pi c Ick U P e r Ll ►SCS y�I�F11L CSF vU b z-7 c GMK IU RC Ems; ( LO N(Ii Cf p 0 'TSN C E ) T-=cRb ;:15� �LxE3 .w a� � •ur alr �.. ow w DATE— — MACKENZIE ENGINEERING INCORPORATED CHKD.By--DATE_ _L*r_L._�_J 11>L1i7 P � L � CONSULTING ENGINEERS JOB# -7 84(05z)!q- _ _ _,_iZ I SHEET N0. � i OF 1 EANSVERSE Drf�'.EcT1oN) wF--ST wAL-L ; X4'75 E--R' Y� �z r - I11L(So, UN IT- WAIL. SHd7A-K- -2) i4,-75K 4S.-7 - 14,7;,= VIL Ij N ►T- wftu S t le-Ae = -v,? vb v TPA-N SH 176,) (37 WALL' N:GndYx4�""••,w,_.upy {�'71iiiVY-N.LaCYiL�iti�'•`74.i ' w.� `/ BY --DATE- /�- _ Il�i�MACKENZIE ENGINEERING INCORPORATED lJlu CONSULTING CHKO.BY _DATE - _�L-L SHEET NO.-_LZ OF� ---- JOB# - NA.1uNC����_'�� T coo_r .- �C Lc_E _U 1tf'I t QAL-3 Bc I L.F�5 LS` I� `n 3z / rn w T-H 10 A MAILS 4 in, 6 ; o , c A L L C-) 711 pie_ PLY w oof) F 04 F5 F I E� D V ALLouj 3 JO Lbl�f L.-H(4FsT- F %--)Nffi2 = �Q 1 Zo L►' FL_OO(L u�j_E Lis IC t�_L�f$1�L+1��Lzti1S c�! outjOAk-IES S PP��zTFr� F � 10 in. O, C. F'IEL- ). AGG A S EACH SH EM WA LL n -/14o W I nLL 07-�ltk_ FU's~> U 6- U N BL_L)CKtI� ' I x� I � BY >y DATE Z- I JL=JL1 MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE-- KUL!�SI� R-J� S _ I J� I CONSULTING ENGINEERS SHEETNO.J� C'r SFE c rc FcaP` OV�J�T-U�NIiV(� L-1 ri F" �4 BF-7WEQ,J ,4NF___S G AND �4 353. - PAN E L PL =?-7.Z K Sa�Mlc I P P 177L(lb) 1 (.135)(Zo)(IU) _r? I - :L_H 1, Pat\i E L� ��1ECK FoR sf-IEAR STFRRSS IN WALLS L,�Rv ES?- SHEAR TgANS M I h'ED ICY WALL`,)Z_.�Z S L�4+ TH(cKNlc_r,S -7, zs" t A = �� i n PCR Fl, OF uNF-Ale WALL, I-)= z. 7 NAL V AL'- " 60 5 z -7 rt! 0K BV DATE-f=_ (1 MACKENZIE ENGINEERING INCORPORATED CHKD.BV DATE Lc) I J �II' CONSULTING ENGINEERS JOB# L!F40f-I-If _ _ Lz l ��( � SHEET NO. 1!� OF SECOND JoiN71S J _ ria r JI 100 jb I I � 10 iZ 1 UJ L-1244 E—\A) C-�io W I,) F---b R C.F S N - s 45K FOP. NOe:rH ANv anUT�a vA,ALL`, , i �I �■ s� r� +� � +As •4r UrayliMa:J�iGwIG¢•'-.U'irub +��'i64/11i���'.r . MACKENZIE ENGINEERING INCORPORATED BY_ DATE T/� CHKD.BY DATE CONSULTING ENGINEERS _ �! - �,( �J (� JOB I� OF #E .---�'.SZ - - --r"=�`--r" SHEET N0.�}- 5r(o't.�4 'ST 67.24 � I piAP�?�.0-sem �L� r - L - II LC rr o�--1 AT Cc7)z.0 c. Il H - 4 f ;NATE 3t� X xa a,� ..,�w..,:aisMiu».'awv.:,.,.«v.�. �YidvWwt�tiY�' '.i�M1rMt�NGt�ti;+5ru�;.,;. a:++;'«N�y���t�r '-..:.•,+r cte�a�NtgWtw BY DATEL(L_ Rml MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE _ �' �— � CONSULTING ENGINEERS JOB ilt naDS� — R��(� SHEET NO. OF �E TAIL Fj�- I S 101 PLATE 14 9622 ` 2-- oo V BY KL DATE. _ f (� II �i MACKENZIE �. CHKD.BY DATE _-O-l_ -rI&Ak.oa 2Ar_(.- � :r- ARCHITECTS JDBiIf 6LD d P SHEET NO._ I OF Lo A 1) PL_ wAt.� D L -7 11Y SEISM 1 = 0,0698 W MI p-,, tl F_1919, 7o RMF L.EveL �WIND- 15.q -7x LL.ckod etU,�i . =�S ccaut� C -- ' — F— 4" 16 go 7pF c SEI SM I<:_. . OJ , = O. 0(D78[c 10-B)(90) i Z( L-b/f r �,U-L"- 0 ,0(o9 R[ ( IO.Pa)(IIS)tZ«Sx9)] = 1e)1 '-b/fE O,C)G9e-,C( I0,6X 140 ) +L(-7r),9)a = 2_00 r-t'/f f. kgf�Cclo,�)(Ia:-)) t Z( 7rXq)D = 1`70 Lb/-' c BY __DATE - hI MACKENZIE/SAITO 8 ASSOCIATES,F C. ARCHITECTS CHKD.BY DATE .���-. -'-' rl r, ' JOB# 4�4 _ ��UP �C� SHEET NO. 2- --OF P1 A R1F J �A> zS)C25 \/3 =7 l)+ 4 (u'x',xl �) 47..9 L-6,44 b IIS Cc 43.4 3f5 Z- -V )L_ = 5 9 50 — 5�fi. Lb 3f s b DIAPHRAGM - LM-7 =o A +JME 50/o OF SH(AQ T?�K-E l S 1� WI°Rt_ kU0 Y-5 = 6,37 " W&LL '50't_�')IJ j vtE r_o+,_i_F•C.ToP5 60,06 .0 _V —� �'11C� Ac _ m_ S^ b 14-0 S,5 L-l?t+ U 7' b 9 o r p R f�Ca T+� Fo R� •. C;�t_LErTUIr �� T= ( 4 t 59-yIDo) = 8 . 12_k C c.�NN j T�pN C� C_ T-= ( 59,5 + 455 ( 10c") = $,23 ( CONINELTION DIAPIWAW NO-1 ur4E A$ I- g`TwEF_ N I Go r-0 N EY7 PAGE K DAT[. �L7 r�(i1 MACKENZIE ENGINEERING INCORPORATED BY l uJLj CHKD.BY DATE �Cn l i T i �-J- j CONSULTING ENGINEERS JOB# �l - ----- SHEET NU. � OF- L h!E A ELllYEI -�- K 5-� 31' \' 0�K Ss►��=e�R Z 6. (o,Ohx 30.3/Z 6.37 �AoM L = .n. -K_ . . �.,.., .IWi�i"aA.ifvV.4M Nwjw'4(v.. •.._ BYI ' MACKENZI k C _DATE._� � II I Vni l R.�r,I Nke ``_ -_ Nr -- ARCHITECTS CHKD.BY_ DATE - - JOB*_2a4 C�4- SHEET NO. OF 6T IL E,I7tvvFFH 5 I oZ Y-+ T= I 3 i I i Wd.. UL-)5 w I N C = I`9 .eft C_ SH FiliZ DI` :7"F ,�UtCS qE\j�Y P�Erw CN LAtiCr F$6 Lljo �U�Uhn�C� ID,fx7 ) �. Z:7< X9)� 1-L-)4. :x D(095c: D , x 1-7S) +- LC-7S'x91�= ZZ(�LL/4'( L,k15 = 0 069SC(Io.j, � ISo) t 7_050)3 = LI-7 .'. �F15MIL Gdv��f�NS ' l BV_-_ KC DATE x/.31 l I�MAGKENZIE ENGINEERING INCORPORATED CHKD.BV_ DATE Khl-L TIG-A-94-2 PI it C E � �V CONSULTING ENGINEERS JOB#t_� ��I 1--I " //p" SHEET NO. 5 _OF _F aHE c_ DIAPttP �Nt LINE Aic eL-"�TuJ�CN I - 3 Z = b - _ [ - 4.4. Lb/. E CSI A PHMG m L�N E A$ L i3wE t-14 5 4 "7 ti = b 1Cp C)05) _ 44. PIAPHOA&M (zc7)(Z5)%z. Vy (2.45>,so`) f-(22-6)K 25)+ cZ0_7>.ZS) —II,�So Vq --II ,g5K_ _ � b e) ter'j4 p(X 1-0 7-M E P461 pm'cF 1-75f E Lb ,At toU6 F"t r, A S at`4 UNIT-. H-c-W r? L I N ES I $ 3 BPIF(-N !� 4 Lb < l.ovi LINt=S 56 -7 rtrwEe-N A 40) _ 2 2 er = 440 L-b Ae- I Su M E WA-,_L5 C.CrlrINUG4,A'7 FAc t-1 C it,( 1 MAY , M f+�.-� 15 q ' S-U T-H OF G A V61. 17 5 ;f 1 rE'; BY_ DATE ?' L _ I i MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE -OLL I 1 hAZL) E/III=L1jI CONSULTING ENGINEERS JOB ->,Lr,� G��Ca f SHEET NO. OF _ S I NCC ROOF SHE/\PS ARE LOW ANO C.t-bRO FoRCES ARF_ SMALL 17 W 1 L.L c E V C!:�I(_,,N Fo g 7"1-if E - \,^i D 1 R L::7C_T_1 O N W I TTf NO C C LL E,c O YS . i &�F_s.kE ks(� St-IFAR IS PICKED UP EVENLY BEr1AiEEN A I (a A _ �-:(� 5), 11, 15 te, i ,-- ,HOED FbRc_ES ; LINES 1 9 -7 KETW E'EN LINa A�F i=C_— L2�!1-- . Z (z 5 45 2= OSK C�����) b R F3 (Z.0 b) By- DATE J MACKENZIE ENGINEERING INCONPORATED CHKD.BY DATE_ -�_ T7C�n.�L' Prri� _ CONSULTING ENGINEERS p p JOB ^ __ D�-UG) r ' SHEET NO. 7 OF PL_`( woo D SH FA 1-�-i r N c,� 5E -/►6 w T-H rod NAILS (v i�l O.c BC�IJND��I�S GHFu< FoP\ SHEAF IN SHEA2 Vila LL.S : R E FE"(? ro nrl L_INE A a� �F_TwE�N �_aNFS 6 ��7 3�� �,oh��(q�,3K1 r 3,3 ►� J J Y =( 85.8 x35)lfoon t 3,3 w = co '/3 5 = 1,2)n L.b/f t WA PFK P = 02-)(G) ..,.a.^::..,.:•w.rdfla�aawewinbY4»..Itoi.4'IYi ..,,. Rb41M1(1.&S!�'NIGrlixlwataWk�tiuw+w%.^�.,...w. .atin�.feku.:i.W'.e. ..-- a4suav;_• •�•m•,-r. r.e'•. ..mc�n�,... BY DATE. �/31 MACKENZIE ENG114EERING INCORPORATED CHKD.BY DATE L- T I F,AI211 �H 1?t. 1I CONSULTING ENGINEERS J08#t4DS� — — SHEET NO.- Grt�u� F-Z)R CVFRTD9N1d6 Ing L.b/ t 1 ovt ervo 106L_ES fl 1. P t t-L 3.7 �'N1aN r �cl 0 Fes. Po v BY �- DATE PHMACKENZIE ENGINEERING INCORPORATED CHKD.BY _DATE rjl-A CONSULTING ENGINEERS JOB i� SHEET NO, OF GoL LFGIDL� I N 3 0 'S FT WEF'P4 ulc; c_, r r C LA �• 12K .g-�3K (? 6,0141- hSA I - ASAI F I 2.1ceK -I-}SA I 1 1 Z.C%K .: I- I I5A �5L � C CO L_L_F_uo�; /via WALL_ DSM , MFM 51MPSCN H 0 7W,-x w1TM(3) 1—►�$�r -7 cxg MACffiK_ �L_TS D R ao7 Qo pPLATE -7/9,' x 12'�x I I \n/11r (4) 3� 4" NELSONSTot).S B\ __DATE �3r I (1 I MACKENZIE ENGINEERING INCORPORATED CHKD.BY D TE Tle,AVI) �fljCONSULTING ENGINEERS JOB#E_ RLD�� i T SHEET P'O.—l—_ OF mm Cp N N E�, �N j C_- $ C- ( C� L 8GA -T Tr kA/A-LL) A 8 �. PLATE 3/4 x 5/, ,x i 2-�`�/ -7 VIEI_D STUD 5 ref L AN L-i.-E TlF_ P_oo-- v - --- -- _-- SIDE PLATE - Ffirr1 (71art cviN E�FAt4 vFPQ ?i¢ X C r1, U i I 0 nq 1D CC�f�li �-IJQ�" K,<-,F' 5, Y5Tr-.!- 1 G fi z''y: 4 ,�xh., (l 1 4. N FL-5,1 N 'S n) , %U. V'AL_ 13 E.'Am m NAur- R„r:uRd.,Ktiroc+�iV,�P'aWM�+I�MAikQeAui+RMoG.iac►gaAa6dMa+Yr'dsaw:lerzlW+t +wMaunww»www..,r.w.-.�... MACKENZIE ENGINEERING INCORPORATFO BY C DATE_ i I�III I�� CONSULTING ENGINEERS CHKD.BY DATE -L- i SHEET N0. OF_ H i F-Lf)F C M E I L /�k'L PRG`c.E i� FFFF,:�T�VEmRct r 7N IC KNF,5 = 3.7 z'/i 2-_ goal --)I Al��niA!✓l E F" A 307 �L�./, ; '7, ]T= 1L,Q K �'f16L �I --14 � ~"ENSIGN '' 120 PP�16 D�- .yi.V"-S-S-_�.�Z Jfu j-�:la:fvj i N T- LFL� _,�j _ .04 A p fLj /t BIS i D �F`=" Tlt>t N C - 0 . 0004 Jb fy ho ,ocy) / 15 �3 r .1 BY K1 DATE MACKENZIE ENGINEERING INCORPORAYED CHKD.BY PfLL DATE ��I I 1��G���/y 1 `, TTL,l uJl CONSULTING ENGINEER'S JOB#`_ -SL-�-} / SHEET NO.--L1 OF VIA y CoN ti�E c t-r,2 — T zz4 _ ► rA n< L- BY �-� DATEEdMACKENZIE ENGINEERING INCORPORATED CHKD.GV DATE _ J-�- T iCSLiC U j'� 1111.'f. ,� CONSULTING ENGINEERS roe* zS4 SHEET NO. OF S7TeA0PjL)G PLAN sT 62-15 5T �i 61 I i i — ; �L7 f .., .......:a _w......�..w„o.....w„�..r•a•.e.ne a:Now'.'`4GIL'.ksa:IMn[�.iitl�ali.WW.i,t..,x.,.... ... ...., ,.......�-. _>�.ssvxu'.aa[e.-,,"....,�•.•r•_...d...ii.,:ri�rx..Y.�...on..rre�aiar�lYNleuvl.wi� .. .aa�erusww,r......w...... BY-- �.-= DATE �r y 'I � MACKENZIE CHKD.By DATE _l�-OI �-./ TIt�1hC 1, -u•IIj ARCHITECTS JOB� �-�4�- SHEET NO.--J-Op_ Zv Sa s t L.0A G r� RooF GL /O, Fg �sf 7 5, o p'-- "Al 'VAl I N D = 11 . 9 C-9 SC/sm IL = O , cDL9 s W TP-15 , HE-16-HT to SOA S I N .��Q U I RCGI'ION. IVIN0 11 , 9 C1 ,3) = 15,47 Pg� WINO= 15A -7x9 1?0l a✓b/f� SEI5MIC. t.U� = .O(�9f3[ClDe8x7�65 �+ �c��5x9) � 2-94 L b /f- = 155 l.b/fit w 3= ,o�98Gc�o.�x85) t LC�Sx°I)] = 15B . ' SE.I MI <_ C A !tr t u A:. or- LiNIFFLu L �. _ ' LcZ�S) = 35.E L..It , f �1= _IriCI- C? F-1 niFFN �INr ? t4 BY DATE_ MACKENZIE �. CHKO.BV DATE KD LL ARCHITECTS JOB t 7-RgL�S Br_�L? N , SHEET NO. 7- OFWL f3F-r�f./EEN SES I �Z bZ3 .Z C_T W F_r,A I N E-er r—_s $ 4 FT uPJES L L b 8L r�ES 7-WF EN C Lb t� g c.as L R,�Ca TIE F`ok(E �► r �� g ���TwE��, lgz -- ( ". 3.�?+ z3,1) Bf S Zen L..I NEB P_F'r wE F f-� = 4 38,r A D.S I N__ �n� Ec-T_r \, / IND = 1 '39 s E, w� = o.(_);_,9 R_ 10,S x 9 S 1 t- Z(75 ),9 -1 I57 Lb/fE u.),,(D,00S1._C By --DATE---- l ! (,i MACKENZIE ENGINEERING INCORPORATED CHKD.By DATE h I _ CONSULTING ENGINEERS JOB# 784-n�24 LLL16 /N ' SHEETNO. ---OF A clan I a - r. ' ROOF SHF-A.k_! ' i L iNE uP nL(- SHF_ATKIQ AREA I'Z,Sx n ?pg Lb 4-+ ✓� - IC-4 ( 105 ) + i-'71--7 ( 13Z5 I< 4 ' b -7C cHnF?(� F�KCF� (A ' ) 15 gL)C)cv 4x + Fuf�.t-lm, LI r\!F 7, A 'k A' A)), 1/1��t!_r l�- .I r A1' 132' I"vi rl -' ��F- I _s I f 4- �- �,ET ,NEu EN (`,/lo►� — �Z1�51 )(f3�J -(.Io)�c`'�`!(13Z- � ) Z Car-7,(i' `� I T' - Ll_ tel, PEF"-R TO PAClE R T-FN5 IOW C!c� o F FL)CL)0 AT MAu OOH , ,. .,...-.,......:.,....m....r�....r.,rcrr:.uYwavww'wil.wiwMiYYY{p7YlYYY4iG.tifrofkWlYWkiatiW'Ni'�MWiYlrili/CnOCl BY KC -.DATE- MACKENZIE ENGINEERING INCORPORATED CHKD.BY oDATE _ 1�0L L ��1)` II IES Cc NI` CONSULTING ENGINEERS JOB# Z P�4L)S 4- ��,L7 a�V SHEET NO. OF _ FOR S/�„ PL WOO> II, r� 0,C ALL. 0PLYIAWIP F-4 ,�S i Z n O c F"i�L!> 3Zo1^�4t FAi wn-L.�--1 ~v = 38, P, K. N O i27.1H Witt L 'W U = Z 3 71� ui, d K 50 jT'H L-)/1 L.L =1 U = J ©K wf--ST" vvAu— P—ACK 9-7 ' 97 )e,?2D= 3i .O c rt�kFN �Y wnL�) PFA(-rOhl 19 K � I k S f I Fia,k TI1 KEN IN Cf-7 ' 0f- Vv'/1 i-L , Q 4� ( NO (OLJFO�t VJ T- Wn U. NT �3 U = Z3, Z- L-b/f4- < 4 Z 5 Lb/Fr U �c •NF 7- wA LL r-PO kJ7 �--'O i MWAM BV' �L DATE CHKD,BYDATE :IACKENZIE ENGINEERINC,,INCORPORATED - �-��--_L- �'C.�l l�I(�',- � /� JOB# 7 ` 4 w � �-� CONSULTING ENGINEERS R f (Y, "N SHEET NO. � (1 F Ca-I CIC RD t, OVERTURNING 135LW4:t 311 7,•7-75 Lb FO- OT/NG S "x Z) in" ^= 3, 7 I< T•� c'm < SRM PL 135 c ?_5 x I Z, _ DL; 36�,%Ld Z, c,— = +c77 � I ft FOOT I N 6 D r' �, -7 / 3 qZ ` ,SoG �'t . L.., K��'�4M4MMWMPOWh.,wfuer.wvr awu.wrww'..r.. DATE�r�?O CHKD.9Y �� `r �(J�� �� I MACKENZIE ENGINEERING INCORPORATED JOB# DATE_ I? - � R�� „ \ ,r CONSULTING ENGINEERS SHEET N0._ OF C-HP(_)v C-IN 9 x 14 F'u«LIN 3 d7B.S DE' RIvIINE iF 4x i4" PU�'U^I CANWG c� C.f10!?U F-�fC.ES G'F� No. r = ion x ,gBXi,; INC i�:�i�i�IN CAN HA; v('-E 7'Civ VN �,��X. T P 1D C/', L.CU Ul T-r Ar USC EVEN LAA-6Ck PC*LJNS , R BV_ DATE CHKD,BV DATE___ c�L, I I ( i MACKENZIE ENGINEERING INCORPORATED _ � 1(�/� � " �-- 'T X11 JOB# %�'� �`)� `f Q� CONSULTING ENGINEERS SHEET NO.-.OF R T- r T,> i ZI I i . LO Sao qxb 2no ' TEN s o i N LI N Mom. cel r�N c�o� K Jr 2- 800 ` -_. .__ '.2 . _ I (l)-H.�94 1 (4 Hs13 Jo 4th - I Z nS -__.L7��_._ -I Z I 1 A4 s ____ Z°'c)p c Z HSA 4 HO _ 2J riD� 5 q I L DC7 � HSA 4 _ 10-_ _ lin 1fo� ; . C7-) 4 I Is BY _DATE�C r MACKENZIE ENGINEERING INCORPORATED CHKD.BY DATE 71 < "� T- CONSULTING ENGINEERS JOB t 7S,,4OS4 �G SHEET NO.-U__OF ZN TKNCE 5112F, PANIC L-S 7-MIC-IC PP,ND_S - - --1.3 K� — - r,_= 10.34 ri Dt.=Z,08 �Z(o=4,ba I ,\O � PF C7-M 13•6e�k)( I,3�51) 13. 3' K �3,,�1 F ?. I .K ( KCQUIZED Tn KEEP P,n.kXz F-eoH ova T-UPN106 8 X2.5xiF=-7 3.o K -3 r- I'ws c , z� TCS Iv.#Ae f's.r, i -...o..w.x55.u.MiaK.J44Kw.mAhwlwN DATE_/h r CHKD.8YC DATE MACKENZIE ENGINEERING INCORPORATED JOB*---222AO; 4 CONSULTING ENGINEERSq SHEET NO.___-OF A I,U pL O.CA""Irl 5 IT; � K / A, 21 l-X^lo F XTFN D n ki To LUtkI ,4V-)PLT wt., D��p� K/F� NF_.(--IA7) VF MVF�C-r�r, CwjTto►� k 7 `',SPS C� vv I T-H Z. w S r .......... BY L� ( DATE ,r CHKD.BY DATE �ACKENZIE ENGINEERING INCORPORATED _ K!�! 1 7`I/� A-1- �"� �'�,.� r� �ll J08;1�_� �� j4 CONSULTING ENGINEERS SHEET NO.--4Q-OF 3 _ S 3�,Y�'• L__I N E ST LI Z S T-�12 X11% T-I pS N WALL 1-1 r i C A -P,1='�\�1 Lo IJ IJ Ec �J Coti 3 FT 3 ORE�1N�,p 9'r\�r (07.......... CITY OF TIGARD 639.4171 C BUILDING PERMIT )Sl ;�jDATE TA)0 ,'Z_!A LOT NO4f* �SUBDIVISION OWNE red?n 6-4 �. JOB ADDRESS 1P I I___ _ BUILDER (zip k,cr"c_ STATE REG.NO EXP.DATE BUILDER'S PHONE —�' 2.4o — 3 0 Y A ARCHITECT '/1.. PHONE�^Z4-967YO OTHER STRUCTURE NEW 0 REMODEL U ADD ION U REPAIR 0 MOVE 0 OTHER L3 DEMOLITION RESIDENCE 0 COMM 0 EDUCATION 0 IND Cl RELIGIOUS Cl ACCESSORY Q GARAGE 0 OTHER 0 FENCE OCCUPANCY -&=.1=-LAND USE ZONE �BLDG.TYPE FIRE ZANe� PLAN CHECK BY 4-0—r r—&+-- HEAT S R PERMIT OCC.LOAD o---FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS- VALU J _ BUILDING DEPARTMENT SET BACKS FRONT . R EFT SIDE RIGHT SIDE Permit _ �J QQ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING " REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES,AND IT 18 HEREBY AGREED THAT THE Plan Check 'J 7o, A.j WORK WILL BE GONE 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 SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS !� TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. `Stale Tax " / 47r MV Total A(�Q �,� `, SDC� i APPLICANT OR AGENT I �' PDC# Prepd. ZS h' Bal.Dun ADDRESS PHONE 32 . c/ ` -�_ ------ Issued 8 Approved BY_ 70. 2r - s5uc. IPL ,,g1,5-e;jclr p P7 soC - / n � P o c 2� SEWER CONNECTION � U - -- SEWER INSPECTION SEWER SURCHARGE 5 f l 67 Commentet p_ •� % �� �� - Q7 In f c'