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10500 SW NIMBUS AVENUE-7 GAS UNIT HEATER R SCH_EDUL_E � _ _ _ ACU SCHEDULE - TAG GLCs QT CLG QS EAT-� CFM TsP "",, ";;,�O1J^" NOTES MA_NUF s MODEL NO SIZE VOLT,_PNAS_E WtIGHTILBSJ EQUIPMENT SCHEDULE _ TAG BTUH INPUT BTUN HEATING CFM HP�OLTS MODEL ACU-1 21120_0 171600 18.8/63b _6000 1.0 250 203 1,2 TRANS `fCD 240 20 TON 460V 3PH 2i25 ITEM DESCRIPTION -ELECTRICAL ------- ------ ------ - --- - -- UH-1 100,000 80000 1250 I/30 115 REZNOR F-100 _ --__-._-. _--_ UH-2 50,000_ 40,000 650 I/. 115_ REZNOR F-50 ACU-2 91,i00 83,100 83.1/65.'1 2800 1.5 250 203 1,2 J CRANE YCD 120 10 TON 460V 3PN_ 1290 ANU-1 AIR SUPPLY UNIT UH`3 50000 40 000 650 I/40 115 RLZNOR F-50 ACU-3 44,000 33,400 13.6/61.1 1600 1 90 13 12 `TRANS _Y_C_D_0_48 _ 4 T 46 V 3 SUPPLY FAN- 25000 CFM 4.b' TSP 40HP 460 _` _ ON 0 PN 183 v 3PH ACU-4 94,100 '11,800 11.8/63.2 3800 1.0 150 122 1,2 TRANS 'r"CD 120 10 TON 460V 3PN 1290 36' AF PLUG NOTES - - - - --- ---- COOLING COIL: 145(OrO CFM, ACU-5 45,100 ^36 200 183/63.5 1500 1.5 90_1_13 1,2 TRANS YCD 048 4 TON 460V 3PN - 183 _ 459 MBN TCT, 406 MBN SENS, NOTES 6 ROCU MINIMUM 48 DEGREE= F LAT, 13.8 ' F Db/58.5 ' F.Wb. EAT, I. ROOF CURB 415 MAX FV, 0.15' APD; Tic GPM., 2. ECONOMIZER WITH BAROMETRIC RELIEF A4 'F. EWT, 56 'F- LWT. 15' WPO., 309'.' GLYCOL. PREFILTERS. 2' 30% PLEATED -- FILTERS FINAL FILTERS: 2' 30% PLEATED FILTERS. BY-PASS SECTION: 10500 CFM OSA HEATING COIL: 2500 CFM 48KW 460V 3PH MIN OSA 2500 DFM, MAX OSA 2500 CFM., UNIT WGT. MFGR.: TEMPTROL ANU-2 VARIABLE VOLUME SUPPLY UNIT. - SUPPLY FAN 11000 CFM * 2.0 ' ESP 20HP 46aV 3PH. _ VA_V_ TERMINAL _UNIT SCHEDULE-- EXHAUST FAN SCHEDULE COOLING COIL: 1100M CFM TAG MAX CFM 50`"'" MFT OUTUT -�- - _ 16.1/62.(o EAT, 542/53.4 LAT., �+ DIZE else NEAT KW VOLTS PHASE_ EN_VIRO-TECH_ TAG GFM _SP - VOLTS PHASE NOTES MODEL_ 44' ENT., 56' LWT.,82 GPM.,301% GLYCOL VAV-1 1260 _ 630_ 10 _ 5 460 3 SDR-F+-4_ EF-1 800 .50 1/6 115 1 1,2,3 GOOK ACES 12&C25 2' FARR 30/30 FILTERS VA_V-2 24_80 1240 14 _ 18 --- - ECONOMIZER, INLET VANES ON _- EF-2 1600 .15 1/2 460 3 1,2,3,4 COOK A_C_EB 135C55 SUPPLY FAN. UNIT IiJGT. 5900 LBS. VAV-3 925_ 460 10 600 .50 1/6 1 ,2 1 ,3 COOK ACES 100(-28 VAV-4 1315 690 12 10 EF-4 1200 BO 1/4 115 1 1,2,3 COOK ACES 135C30 MPGR: Mr-QUAY RDS804 VAV-5 - 1255 _ 630 12 5 _ -- EF-5 1200 .5_0 1/4 115 ! 12,3 COOK AGER 13_5C3B -- --- ----- VAV-6 _6_5_0 32'a 8 3 - EF-6 110 .25 - 115_ 1 1,2,3 GROAN 31n1 CH-1 CHILLER -+ EVAf=0R.,4TOR, 18 TON., 160 GPt'I 1i5.2 KW INPUT VAV--I 151 155 12 _ 12 EF-1 900 .15 I/4 115 1 1,2,3,4 GOOK AGER 120C38 VAV-8 1850 925 14 -1 -� -�� -- - - - -- - - 54 'F. EWT., 42 'F. LWT., 105'F. AMBIENT 460V 3PN _ EF-8 -_1280 S0 1/4 115 1 1,2,3,4 COOK ACES 120C35 6.1 FT WPD, .30% GLYCOL VAV-9 _1155_ 880 12 - 15 _ - EF-9 125 .25 - ii5 1 1,2,3_ GROAN 361 _ UNIT WGT. 5820 LBS. VAV-10 1800 900 112 1 125 ,25 - 115 1 1,2,3_ GROAN -3r.; MFGR. YORK YCAZ88 VAV-11 _ 1500 150_ 12 6 EF-11 960 10 Tl-(o 115 I 1,2,314 COOK ACES 120C25 - - VAV-12 1525 160 12 ;2 - -- - -- - GHWP CHILLED WATER PUMPS z - _ EF-12 500 50 I/6 115_ 1 1,2,3 COOK ACEB 10OC2B 142 160 GPM 10 FT HD 5NP 460V 3PH NOTES EF-13 6500 315 1 46_0 3 1,2,3,4 COOK HSE 36HSE15 IN LINE MOUNTED _EF-14 6500 315 1 460 3 1,2,3,4 _GOOK NSE 36HSE15 1150 RPM. EF-15 6000 315 1 460 3 1,2,3,4 COOK NSE 36HSE1B MFGR: NOOTES I. ROOF CURB AIR SEPARATOR _ 2. GRAVITY B,ACKGRAFT DAMPER 160 caPM; 2.5 FT WPD 3. BIRD SCREEN ''`FGR: 4. MAGNETIC MOTOR STARTER ET-I EXPANSION TANK - �_ _ ACCEPTANCE VOLUME 15 GAL. TANK VOLUME 51 GAL. MFGR. EDN-1 ELECTRIC DUCT HEATED? - 3000 CFM, 20X20 DUCT ;iIZE 20 KW 460V 3PH MFG: 4 :TAGE FILTER BANK SCHEDULE EDH-2 ELECTRIC DUCT HEATER,- 1200 CFM, 14X14 DUCT SI<'E 8 KW 460V 3PH TAG SYSTEM CFMIiir,Ea"T �aiaiFi`ie' NOTES MPGR: 3 STAGE F-1 ACU-2 28_00 2-24X2 X2 _ 2-24X24X_I2 1, ST-1 SOUND TRAP -` F-2 ACU-5 1600 2-24X24X2 2-24X24X12 1. 1200 CFM, 1.5 SF. FACE AREA NOTES 10'-0' LONG, 0.01 1. 2' DEEP FARR 30/30 PREFILTER AND 12' DEEP MFGR: _- FARR RIGA-FLO 200 FINAL FILTER CHWT-I CHILLED WATER TANK 450 GALLON ASME CODED TANK MFGR: ISOLATION SCHEDULE ITEM_ -_- DESCRIPTION TYPE DEFLECTION A4-IU-1 - SUPPLY FAN � 4 i ra ANU-2 - -'SUPPLY FAN - 4 - CH-1 CHILLER 2 033' ............................... .................. ... ' : ...... . . .. ...........................W ................ .. :. ................. ... .. �. :: _ . _ ._ _ MFS_....._... .----• �_. ?��`.�..� -8- /3, 93 R_EMION& A FACILITY FOR SWET NO. COMPLETE PLUMPING ANO WA11NG SERVICE DRAW SYNEKTRON EQUIPMENT SCHEDULES - UE T E M P LE COMPANY_ SCHOLLS BUSINESS CFN fEi, 1951 N.W. OVERTON ST. DETAILS ,0500 SW Nimbus Avenue CHECKED: � _ PORTLAND, OREGON 97209 1 014 --- A FORUM PROPERTY --- -- --- 227-2641 M-D1.DW0:]DX�2,.15,.19,1/8'_i J013 NO TIGARD OREGON �' SINCE 1895 D1 �..___ _._...+..��a«.�w...err.�+.+w..,..-.,.._,��.....�_...._+W .......-.-. _ ... 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R�� t/.t),$ ov eo, DATE: ��, A FACILITY FOR HVAC PL�r, SHEET NO. COMPLETE PLUMBING AND HfAnNG SERVICE Di�A SY�IFKTRON DUCTWORK DE T E M P LE COMPANY C^ SCHOLLS BUSINESS CENTER CHILLED WATER PIPING 1951 N.W. O�ERTO°" `T. _ 05UI 5W rJindnrs Avenue �FCKGLr .-.-y----- ---Y--. PORTLAND, OREGON 97209 204 A FORUM PROPERTY — 227-2641 F M IC11111111 TIGARD, OREGON EQUIPMENT D2 — SIN:F 1895 If filk police appears clearer Ih:nl the document, the docunlenf ig of Illlll•gillal 1�III1�1i1�1� � :� 1Ili�l�l�l I�IIII!�II I ��Ij!jlll�l�i IIIIIIIIIjillllll(IIIII,Ii,III 1�1lljlll�l�► I�i�1�I�1�IJ . { ��II�I�IiII ,_ INON , !I�ILI1)IEII�IHI Ikill�ll II tll lillfllll IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII11111111IIIIIIIIIIIIIII IIIIIIII IIIIIIIIIIIIIIIIII!!IIII!IIIIIIIIIrII nnhin Inllnnllml( 11 ' 1 4,1 1 f tlllinrl E Willa A Q i'-- ---------------C- <r l G H K I ` I ` --------------- ( I GAS METER 6 `� 2' Dcw. \ — GAS -- ----- -- ----� r—__-—� cIL _ i cA. I I� ' GAS. I + ON ROOF, � r Gas. y ' / -- a - -�--- - i,;' GAS. L__J I '2' GAS e / , 2•i' DCW. J 34' CA. , I' GAS, 1' Dcw. e '�, CA. i �.� �J\ �i GAs I' GAs. I' GAs. \ti►� '/s' Gas. Z_34' HPA. / -"HP _ / I' GAS. �j 1'�i' NPA. I 9 ' -__.' _- - l ii NPA. b YAC. / 4 GAS. V/2' NPA. GAu. /M'A -- —FPA - ----ISA rwpA _ � `---- 6 0 - _+ r/ G --- CAI GA_— I I e a FPA FPA — FPA FPA FPA— —6 FPA- O O O I -- CA VAC —VAC --• VAC 4_VAC II.4' HPA r I 1 b 1' GAS. p — u CA -- CA _—.- -U 4 11/4' GA. e•4' GAS. ., I 1I I I � 1/2' GAS. ° 34' HPA. ---------- 1' CA. `-- 4 l -J - --- - - C)HW r / GAS. - - -- -- -- ,ate-I , ON ROOF. I j 1 CJ ---- - L-------� - -- I 5' AFF. f—\ NPA. ON WALL GK + ON � '/i' GAS.�., I 1 I ON ROOF DFa7P I'HPA TO/ L_.-.J WALL RACK. I°PA.P 2 HPA ON I?' GA. I RAG'< 5'-0' AFF. DROP ro VA WALL RACK 1 a SEE '44' PLAN, SHEET t-1-3, FOR FPA r > TO WALL RA \, y, GA --1--� NPA. DROPS AND WALL R.AGK OUTLET LOCATIONS. 5' AFF I 4 4 i'II'4' NPA. 11 1// ':' HPA. I DR610 I'HPA. TO - - WALL Ro>L;Jr_ 3 r RACK 5'-0' AFF- N'A-- —FPA --FPA 34' NPA -I' DHw. -- 5 AFF C— r._ Dcw. I f I' NPA. _—Y--FPA _ �PA— NPA. ON WALL RACK r, I 3/4, CA, 21/2' DC �4 GAS C—m-N -- --_ - -= DROP lie' HPA. 34, HPA. TCW. 2 2 DCW. �'' D .;' - - - - --}-2 II ON ROOF- —1 '4,1\I I TO WALL 3 t- - -- --- I RACK _ — O O I' DHW. � 2' DCW. � _ 1 -- ----�- U 17- � O G X \ ( — O \H < K ,\ p_A,wtNG NOTFs Ol 2 PSI. NATURAL GAS SUPPLY WITH MAXITROL 325-3 GAS PRE55URE REGULATORS AT EACH APPLIANCE. (�) ABCi'✓E CEILING, VERIFY FINAL LOCATION. P.O.G. (POINT OF CONNECT ION) ?O SPRINKLER MAIN. ,15'r OTHERS), PROJECT NORTH UAB' S': 93 ori TF=ACILrrY FOR OVERHEAD_ PIPING r N°, i'n1AF'LETE PLUMBING AND HEATING SERVICE DRAW S'1/NEKTRON DOMESTIC WATER _____ DETE_M_PLE COMPANY SCHOL►S BUSINESS CENTER VACUUM / GAS 1951 N.W. OVERTO,N ST. 1- 10500 SW NlrnGus Avenue C��Ep; PORTLAND, OREGON 97209 3 014 A FORUM PROPERTI' z27-26+1 M-D4.VWG:3Gx42,G.,5,0.2,,,,r_ , COMPRESSED AIRM- D4- -- `1°B NO TIGARD, OREGON SINCE ,595 Y •. -.•"+ - _-._.-...-.-,.... -. ..wa wr.... .... .......... .....wr...,,+... -... ... a..n._ ._.:.__._,-::.a..p'a.+«••.esaaoww.w ..rrrrireawenrwewa.aamews.wr.wwr+ewaw.r.+ r..r.•++r.nwrs.w..awwwarr..w;-......w++�l..aMw.,...r...,..._ If this nolice appears clearer 111:111 the _ document, the docl.unenl is of "larginal30 x Lim I IiII�mll�►r�1+ �N++Inllnn tuillnl nllhlu+Ilnllln nllllm nnilnl+Ilnhnl�lulhlnlnnlliulunlunlnulnnlnnlnu Imlllil nrnnn in rl a D E F H - „ 50't - — - r--- - -- --0 - - - - 50,-0" „ -- 24 -0 24'-0" ._.24'-0" 0„ 25'-U" 25'-0" � -------- 25'-u' —25'-0" 25'-0„ - - - ---- _ 25'-0" ,,5, 0" - � - 250- 7101-0-P 5' I 4,-8„ 3'-0" j I 3'-4"-1 10'-p„ 4'-01, LG 07 1.Z4 olL I I \ poo wlpT►� �p `n l N I \ � +rte,! �.1LT L Iib Z 7�j n t'Yeoi!yR'1< )-AWT ;Zoo zi � ' 3A�1Ci'OUC I r �'ro • --- - ----- O LNi� 0 tnEm woP�L -.J � N Tom? �-�� .;_�. 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(C pu tj ufz- F�t1TS rCEqu IZLC7 �IcoN IZoot� 10500 SW Nimbus Avenue 404 If 1111; nollce appears cleal-c'• 111,111 file document, the document is of marginal fltil li�ll� j,'t#:j. : .. 1 i��E�I��. J t11 1j111;1�� il��j��jijE Ij��Ij��ij1jl . Ijljljl'Ijljl Ij►I�I��IJ��i ! !P11{I1fl�. 1t 11M !Off 10-+" . ORIMMM t►++1++++ ++i+liin��++�Imilirinl+l�i�iliil� i+++I++++Pl+uh+v'i �i��lN ni ;lin+lin►ln>' +mini fill M 11141111 if 'M 1. ADDRESS: p� I DS-bb m hVu `tRn�Y V_ �Y f I� i V i:\records\microfIm\targets\bui!ding.doc J .., ,,.•„w.niur�l4+m+'Ova,wwrw�.:..«..,r;.,,,.n.�...r�..w....x.,w,.,.w.� .� ,..a,..M,. ... - �......w ,..... r..nw,.....»..w... w �� ..,,.w„�•.+wr.....«.,x.i..,..mr«rn..n»w.wwiw,rwn CERTIf"ICATE. (.4CITE' OF T OCCUPANCY COMMUNITY DEVELOPMENT DEPARTMENT PERMIT M. . . . . . . x BUF93- -007P 13125 SW Nall Blvd.Tigard,Oregon 97223.8190 (503)'639-4171 DATL I SSUED a 01/10/94 . s PARCEL : 1raI:34AD -062, 00 SITE ADDRESS. . . c 10500 '734 N I MBLIS AV1=: SUBDIVISION. . . . a ZONING: BLOCV. . . . . . . . . . a LOT. . . . . . . . . . . . . a ----------- CLASS 'OF-' WORK. :NEW _� ...._.•.._._ _._._......_.___._.�W�._..___.. __. _..._. ...._.... _._...... ?, TYPE: OF:' USE. . . x COM OCC;UMPICY GRP. c P2 si OCCUPANCY LOAD:a :3%2 � 1 F:NANT NAMV. . . a SYNEKT R(]N i j Re,markst Construct single-story Lilt; parnel concrete building for mfg fac.il , t ' Ownera _.__._........_._..__.._._........_....._.._.._..._......__._.._._..._.,.... .._....._... K1aC T I GARD C/O FOPlJM PROPE:RTIE:'S 0705 SW NIM13US #230 BEAVERTON OR 97005 Phone 0- 6216••-227.7 iControutor•.; _._ _._......_. _._.._._....... _..._..._.... .. . .._.... . ..._ CONTROC.TOP Nf..:1T ON r IL.F: i f`' I # Reg 1:]ecupanc.y of the a11ov1? refer *jrmed bu, Idirip .is hereby given, and certAfies i;f� ^ompil i,ance w1.;.h the �it,ate Of Clr•.ai.lon Seer. ialty Codas for the gr-cjup, r►c�t 1.�F nc';�, end ss 1 dpr• whir.h the referencrrd permit was ir;9uPci, le I Ru DPAR=rMr=N'T_ E LDINEll I _PECTOR SU LLAT 3 FICIAL POST IN CONSPICUOUS FAL ACE: ti i i I i i 1 y j ,.,,, ,......._,..,......._,.,» :+.IfM�"..+...•.,www.,w..F..m...,,�..,,,,,.,..,,.,..,..,,...»,,.rv.;,.•,�w.v,+�u,a.,,.....,,�...-,�.-,•.,,,.,,.«..w,.,�.,.�.»a�ar,4,yMq 1 i�� :•� M � '��'�P� � 1kn.� pWPlryyF..:'mr'M'F'4:A7�MP`Mik!�;�+t�f•'' y�9"' a1� „¢. "f INSPECTION NOTICE City of Tigard Building Depart-sent , 13125 811 Bell Blvd. Tigard, oregon 97223 Inspection Line (Rec-c--Phone)a 639-4175 Business Phone: 639-4171 e Inspection:--- ` Footing Plbg. Underslab Hoch. Rough-in Apps/Ddwlk Found. Plbg. Top Out Gap Line FINALt Post/Ream Strurt. San. Sewer Framing -Dldq. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Rd. -lteah. /d- y T Date Rogtaested: 9 imet p � Address: d.s-G� 221 _ Permit It /s- (3 C, -7 Ruildert THE FOLLOWING CTIONS ARE REQUIRED: I � i Inspector Y—_-- _---,----- Date: APPRI:VPU DISAPPROVED APPROVED SUBJECT TO AB(W1 Cell For Reinep. •.,,oto. d j aN#TWR�aNgM�aYiYK9NIN!#RlFtrrt�Tb\O��t�t�r! ,,y,;��iP• .`;: ,r .., ° • • DEC 28 '93 10�58AM BUILDING CODES AGENCY P. 1'1 Past-It"brand tax transmittal memo 7671 0,of pt+9e2 P. _ iwtr--- cc C co. r 11 Dept. `T Phone t■M ';5'v �0 /- 729 BUILDING DECEMBER 21, 1993 CODES AGENCY JACK SC'IREUTELKAMP s 9 ss '�d y7 SCIFNTTIFIC AIR SYSTEMS 18401 SW BOONES PERRY RD PORTLAND OR 97224 , a Y h RE: SAS 2000 ALL METAL AIR SHOWER Thank you for the opportunity to review the methods and materials of ronitruction j at your manufacturing facility. Based on our review, it is determined this product does not fall under the regulatory authority of our Administrative Rules. Your product has been determined to be equipment and not a structure involving closed construction meeting the definition of OAR 918-674-005(8). 1 If you need further assistance, please call me at (503) 378-3080. I CHUCK MONSCHIEN, Leadworker Prefabricated SCuctures Salem Operations CM:lle i .t i1:1H0MMWPD0CgM\CMl9A'CMT 3; 1535 Edgewater NW u,+ Salem,OR 97310 (503)378-4133 F °•,� FAX (50:3)378-2322 TOD(503)373-13-,8 1-800-242-1371 s m�, f INSPECTION NOTICE City of Tigard Buileaiwj Department 13125 OW Ball Blvd. Tigacd, Oregon 97223 Inspection Line (ROC-0-Phone): 639-4175 Business Phone: 639--4171 Inspection:—_. Footing Plbg. Unde.rslab mech. Rough-in Appr/Sdwlk Found. P.lbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Frdming Bldg Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater LineGyp. Bd. Date Requested: /2 -/0 - ,q Time: _ _AM PN Address: _S oo .SG✓ /Uti w 4 Permit f: Build9r: `i .C.sL�f+ _. y/I r c �t a 1i : TFIE FOLLOWING CORRECTIONS ARE REQUIRED: 0 1 - - Inspector:__ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Relnep. f x 1 � .�� 1�I�p'Lrtlfr �' '�H �r !}.1 � •�2Yr"t�`�,� 11c e.I,`�� r. . $' ��.�', - ., 1„'' Tp�4 4 S"�Jr*' � � :qhs,' • � ti'. a' �,,qx•ay � k y INSPECTION NOTICE City of Tigard Building Department + ^rr •.. �n+ 13125 b'w flan Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)t 639-4175 Buniness Phone: 639-4171 Inspection: Footing Plbq. Underslab Much. Rough-in Appr/Sdwlk Found. P1L7. Top Out Gan Line FINAL: Post/Beam Struct. tan. Sewer Framing -bldg. Post/Stam Mech. Rain Drain Insulation (-P-lumb. 1b Plbg. Underfloor 'Nater Line Gyp. Bd. -Noah. Date Requested t/ L ..�� TiLet _Z.—AM PN Address t _l L"a Cin N11M,0�4`> a _ P�relt �, r M�t Buildert -iJ'TFz z 7 26- THE FO7.LOWING CORRECTIONS ARE REQUIREDt i 7 J 1 j Inspector / — —__ Dates APPROVED DISAIPPROVRD - APPROVED SUEk7xCTT TO ABOVE Call For Reinep. ('mustruc-tion Inspection 6? Related Tests Carlson 'Testing, Inc. y ,f P.O.Box 23814 c • a Tigard,Oregon 91281 December 3, 1993 Phone(503)684-3460 #CP-8557 FAX q 684-0954 FIELD INSPECTION REPORT DATES COVERED: December 2., 1993 � PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR i INSPECTOR: S. Stoner #611 i 12-02-93: CTI representative cook samples and measured thickness of the elastomeric paint on the exterior walls of the above project. A circular sample approximately the size of a silver dollar was carefully removed for. measuring. At each location, a sample was taken below 5 ' ( for example "1" ) and one from above 12 ' ( "1H" ) . Locations are designated by counting wall panels from left to right at each exterior elevation. Thickness measurements were taken with a mikrotest gauge and digital caliper. Each sample was measured at three places with each device and the three measurements were averaged. For the mikrotest gauge, the sample was planed on a -Ye" steel plate. Measuren,ants with the caliper were recorded at the point where the sample could be slightly moved without compression. All measurements are in mils. See attachment for results. Our reports pertain to the material tested/inspected only. Information contained herein is not to he reproduced, except in f full, without prior author.i7ation from this office. + If there are any further questions regarding this matter , please do not hesitate to contact this office. r Respectfully submitted, CARLSON TESTIN-, I, C. o � Douglas Leach President SS/cat Attachment cc: Forum Properties, Inc. S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF I' ii I a i — — n Lp M LL] M M M M ,-A 6n O co LO OD C7 CIU � rl M d O M O? O r N d' CT O N rr d' N CV rl ri N r-! .-1 r! r-{ N -{ r{ rl ri O al O In Ln Ln O O Ln O O 1n O M M . 1 M CT M M N O •i' r• O r• N Lnri r{ r! ra N rA -4 N N N a r' Ln p p In v In Ln an Ln O Ln N N N r!• I N ri r{ 1-4 -a rl r♦ N C3 O )n a In Ln Ln O Ln o art )n CT M OD r-•I LD N M C)D CT N r• .-1 r{ N rl rl rl r{ 1-4 r•{ r-t nLD . 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" . r-1 • b b rtf rtf za za zA, za z. w z z � 3a4 cn o r+ r-4 N N co W 01 i JP PtI vTUALATIN VALLEY FIRE & RESCUE ~ BEAVERTON FIRE DEPARTMENT _ FIRE MARSHALS OFFICE (503) 526••2469 POSTED: OCCUPANT wa CONTRACTOR BLDG. PERMIT # t. .t PROJECT NAME ---- PLAN REVIEW LOCATION in bL) JURISDICTION: 1= Be. 2= Du. 3= I:,C. 4# Ti . 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL) FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) �,. Alarm Sy tem ❑ Hood' Ext:ug Systems El Conference 1 �y" _ ❑ Ceiling Cover ❑ Other I VP i — Dates - Inspector: -26 L F �.PBC'fLON NONCE • City of Tigard Building Department 1s275 BN Ball Blvd. Tigard, Oregon 97223 Inspection Line Rbc-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: _- Footing Plbg. Under-elab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam M,3ch. Rain Drain Insulation -Plumb. � O Plbg. Underfloor /Water Line Gyp. Bd. Mech. Date Requestedc Ti., _AM __PM Address: /C) rev �, a✓" - Permit #: 'I3-o,& 7 Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: ed Inspector:___ _ APPROVED ` DISAPPROVED -J APPROVED SUBJECT TO ABOVE Call For Reinsp. * . i ". ,..,c. �....a..w.a.-r ....h.:a•,+.. �/•.1 ... �,'MF - OPSIN Vq� TUALATIN VALLEY FIRE & RESCUE h�P t�j AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE _ �yRF E GJ� (503) 526-2469 POSTED: --- / • OCCUPANT `� ✓�(,�� / / 1/ Li ry� `, 1 / CONTRACTOR BLDG. PERMIT 0 1- PROJECT NAME PLAN REVIEW �E LOCATION — w JURISDICTION: 1= Be. 2= Du, 3= Tu. 6= Sh, 7= Wi. 8= CC 9= WC 0= MC COVER FINAL, SPECIAL FOLLOW-UP(REINSPECTION ATTEMPTED FINAL �. Framing El Separation Walls El Sprinkler System 0 Shaft Fire Dampers (0verhead/Underground) Alarm System �� Hood' Extng Systems Conference Spray Booth LJ Ceiling Cover FJ Other p t 1 � ;.ti,✓t t � ILi; r7 Ii Date: /�' Inspector: [2f iriaertl�RIAAeMrww'nnw'ww—m*wr+q-wwww.tnwww.��^.._-.._.,.-.«........wwwre..+.wu,w«.....n:««....w.,................__... ....,.,.,,,;SPw,i. • INSPECTION NOTICE city or Tigard Building Departssmt "125 Bw Pall Blvd. Tigard, Oregon 97223 Inspection Line (ROC-O-Phone)a 639..4175 Business Phones 4l?1 Inspections "� . : Footing Plbg. Ilnderslab Meeh. Rough-in APP r1 Sdwlk Found. Plbg. To Out P Gas Lino FINAL, Poet/peam Struct. San. Sewer Framing -Bldg. P0st'J9aui Mach. Rain Driin Insulation -Plumb. Plbg. Underfloor Mater Line Q 4� Gyp. Bd. -Mach. � Date Requested, /�" ' 1 1 � Time: AN PM Addreses � ''� Y) UODLS Permit Builder,' THE MLLOWNC CORRECTIONS ARE REQUIRED: Inspector: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. l� ,X, ,Cf't u.r 5riti)h .. Y. ..'+�.,..4w�;�+n+(�,;n.�.wypWM'c+;r W�'c:rMn"7YVIr,?tucSaiYiSri.',249Pk3;�.'Y,IJ'r,Vl�'M4�NYi{ i�A`� +�,+n"014�kA"�YVr!,• INSPECTION NOTICE City of Tigard Building Department 13125 BW Hall Blvd. Tigard, Oregon 97 3 Inspection Line (Rec-O-Phone): 639-4175 Business ho 639-4 Inspection: Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out. Gas Line FINAL: Post/Beam Struct. .San. Sever Framing _Bldg, Post/Beam Mech. Rain Drain Insulation .-Plumb. Plbg. Underfloor (Water Lin/Io11 Gyp. Bd. _Hoch, a Dare 'Requested: _ ——Time: AH 4_, PH # Address: ! r_7(_-! [,J'fyw�x6 rP�e�)rmit rt7(/�(.c-Q- Builder: L c1 �� /�"(4� y r THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspectors Date: �� PPROVED —� DISAPPR.OVED APPROVED SUBJRCT TO ABOVE call For Reinap. �{l 1. IN Vq TUALATIN VALLEY FIRE & RESCUE AND _ BEAVERTON FIDE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED: 6R OCCUPANT. CONTRACTOR —BLD' PERMIT 0 PROJECT NAME / /"� �{ 12' -�.J PLAN REVIEW It LOCATION �_.� �� (ti� X1,1 l�•1/1 65�r JURISDICTION: 1= Be. 2= Du. 3= P.•C 4= _5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC t COVER FINAL SPECIAL FOLLOW-UPIREINSPECTION ATTEMPTED FINAL 1r� a 0 Framing E-1 Separation Walls LJ Sprinkler System c Shaft El Fire Dampers (Overhead/Underground) Alarm System El Hood' Extug Systems1 Conference El Spray Booth LJ Ceiling Cover Other AJ IYCi/1 i+ >ta r i lir i 1 Dat6 s l ` k Inspector: r► o' , I , ....00.'hhWNp�'HMR•... ' INuP'PCTION NOT�� i�\ Y 1 City Of Tiqard Building Dspert Mt �v 13125 SM Ball Blvd. T Inspection Line (ROC-0-Phone)t 639-4175 4�� Or"— 97223 sinew Phone: 639-4173, Inspections J � _ � • looting ci Plbg. Underslab Mach. Rough-in Found. Appr/Sdwlk Plbg. Top out ciao Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain InsulatLon _plums. Plbg. Underfloor Water Line GYP. Bd. -Mach. � Date Requsetedt____Z -Times _PM ' Addreeas�p��p �� .�_ ) -- '----_ _ Permit t 9 3-lib 7 4 Builders_ ?—,22 �n TRE FOLLOWING CORRECTIONS ARE REQUIRED: 0 ____ Inepectors 1t i -------- __ Dates ' /!_ 'Y•, APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Relnep. INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone)t 639-4175 Business Phones 639-4171 s . 1 Inspections _�\,, ' 1.1 ' �� t Q_(' Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk P und. Plbg. Top Out Gan Line FINALS 1•osc/Beam Strvct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbq. Underfloor Nater Line Gyp. Bd. -Mach. Date Requeste'c_ I Times I, AM p!( Address: I! ' C 'C ' �� I�ll�'1�X 1��1 -141Q�:.'��CIh Permit Builders 1`10 - j THE �FOOLLOWING CORRECTIONS ARE REQUIRED: II� , Inspectors-eZzDitto _ ' p 3 -APPROVED __ DISAPPROVED r APPROVED SUBJECT TO ABOVE _Call For Reinsp. 'l- ... .,aw.i ».w IIS: INSPECTION NOTICE City of Tigard Building Departuent 13125 Sw Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phones 639-4175 Business Phones 639-4171 � r � Inspection: ./')U E,y x"�( ( __` ? • Footing Plbg. Underalab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. ed. -Hoch. M • Date Roques��tood: AA —_ Time: AM , /-PM Address (� (V IVV1��(J 'j >I S�iC I Permit l: ��/C�jL�7 CSS tp Builder:.._ �._ ��L4 i, r �i`�"gar �� ,�� s ,��• THE FOLLONING CORRECTIONS ARE REQUIRED: ZI I i �� Inspector: /-� _ —_ _ _ Date.—/, Y — -APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE --Call For Reinsp. f! l�— INSPECTION NOTICE City of Tigard Building Departnent 13125 SM Ball Blwd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phona)t 639-4175 Business Phones 639-4171 Inspection: Forting Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing --Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line Gyp. Rd. -Mach. 4Nr Data R I 1/ -;equeatede TLM AM PM Address: IL"13-Y-1 IJIu►��rx.�S Builder:THE FOLLOWING CORRECTIONS ARE REQUIRED: Inal,xtor: Data:_ APPROVED DISAPPROVED APPROVED SUBJECT .-r ABOVE Call For Reinap. «r�•,...«ws,,,wv��a,ne,,,. ,.. .„ . .. ... ....... ....:w+ tMaNi+YNeAAA1dAi1{MN1Vp1}0�!�,'N INSPECTION NOTICE u City of Tigard Building Department R 13125 SM Ball Blvd. Tigard, Onagon 97223 ¢ Inspection Line (Ree-O-Phone): 639-4175 Business Phone: 639-4171 In::pection: Footing Plbg. Underelab Mach. Rough--in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL: 1 Post/Beam Struct. San. Sewer Framing -Bldg. Po"C/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach. * ' Date Requested: Time: AM ___PM Address:�:� c:� O /t/'t._.,.ti< <_.- Permit f:_r3� C'5 Z g-- , 4 Builder: a311 THE FOLLOWING CORRECTIONS ARE REQUIRED: cx Inspectors �� Date: v V- __APPROVRD DISAPPROVED APPROVED SUBJECT TO ABOVE --Call For Reinap. t f 1 y t` r nvHa+tKcsn++K.wroaR!:nM�! Os'dlA "p1 '�i-' �A IN vTUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) Sib-2469 POSTED 1, � OCCUPANT CONTRACTOR `� +�✓ '� BLDG. PERMIT 0 1,.OJECT NAME PLAN REVIEW 0 LOCATION JURISDICTIONi 1= Be. 2= Du, 3= I:.C. 4 << � 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC COVER FINAL ("SPECIAL FOLLOW-UPIREINSPECTION ATTEMPTED FINAL Framing Separation Walls Sprinkler System Shaft Fire Dampers �(Ovet(eadlUnderground) Alarm System Hood' EYtug Systems Conference El Spray Booth Ceiling Cover Other dq �r Te, 1161'r L,22 ZY -- i 1 Date: r r 1, Inspectors / f �( ► %' r ,1 t - r. + 7 fM INSPECTION NOTICE City of Tigard Building Depert1Mant 13125 aA Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)t 639-4175 Business Phones 639-4171 1 • Inspections -� Foo�.ing Plbg. Underslab Koch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer (�.ZFaming -Bldg. Post/Beam Mch. Rain Drain Insulation -Plumb. r Plbg. Underfloor Mater Line Ed. -Koch. c'7 Date Reque.teds II ( I Tines AK PM ` l (' ` l� Aadr.ve I(] �'� IyIIAn�cx,�5 P.c-7,.�itt #1 -�-�c/) t�7 Builders THE FOLLOWING CORRECTIONS ARE REQUIRED: ge Inspectors_ oat as APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Coll For Reinsp. ,� ,; �;... ,«..+ .;w.,r, .;„ .w r..,• ;..,....r„-., r: : :ernx �r,! rt+tm_ .. .� • N.. .w A 4!t a 5i?"N11' +� " TUALATIN VALLEY FIRE & RESCUE AND • BEAVERTON FIRE DEPARTMENTr • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 rr. t . October 29, 1993 w► DeTemple Company 1951 N.W. Overton Portland, Oregon 972.7.0 r Re: .Synektron 10500 S.W. Nimbus Avenue 5988B-138-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of. the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Unif.oran Mechanical Code (UMC) specifically referencing the fire department, and other local ordinance.; and regulations . Plans are conditionally approved subject to Tigard Building Department requirements and the following items: 1. . The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. UFC Sec. 10 .208 2 . Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square foot of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building, shall not exceed 75 feet . UFC Sec. 10.303 (*) 2A10B:C - Light and Ordinary Hazard 4A10B:C - Extra Hazard t, (**) 3, 000 - Light Hazard 1, 500 - Ordinary Hazard 1, 000 - Extra Hazard "Working"Smoke Detectors Save Lives I 4, t eM 11M'IAIWtii.x�.n. w...awnrx.tlt' • 1 I DeTemple Company October 29, 1993 Page 2 Note: Where flammable or combustible liquids are used, "'B" ratings of extinguishers may need to be t Higher and travel distances shorter. See requirements in National Fire Protection Association Standard 10-1 . Approval of submitted plans is not an approval of omissions or oversights by this office or of non- �. compliance with any applicable regulations of local government. If I can be of any further assistance to you, please feel free to contact: me at 526-2469 . sincerely, Bradley N. Wanamaker Deputy Fire Marshal BNW:kw cc: City of Tigard Building Department ✓ y pima i. .M' 6 v� If. i' a h, i �r� �4:. +t'.1 .,a,-r..Mpe,VNM•wi.w........ ,w.,u.•.•w4:nik•Nu-.rr .t.w:•Yr4: w+sirw.n..ww,..... r. Construction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 ` Tigard,Oregon 97281 • October 25, 1993 Phone(503)684-3460 #CP-8557 FAX k 684-0954 9 FIELD INSPECTION REPORT DATES COVERED: October 25, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: D. Leach #360 i 10-25-93: CTT representative visited the jobsite to re-measure 4 thickness of elastumeric paint on exterior of building. It was i understood that coating thickness was supposed to be 16 mils. South #1 South t2 East #1 East #2 West #1 7 mils. 15 mils 13 mils. 17 mils. 25 mils. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there• are any further questions regarding this matter , please do not hesitate to contact this office. f Respectfully submitted, II CARLSOTEST7, NC C. 4 Douglas W. Leach President I DL/lml cc: Forum Properties, Inc. S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF i I 1 1� I t a�t��}ir7r d�. t SNI Plr��1.f �° '� t 7. i •'r- ik'. �� .riu I - ' r • � �NSPEMON NOTICE City of Tigard Building Department 13125 80 Hall Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phones 639-4175 Business Phone: 639-4171 . s Inspections Footing Plbq. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. • Plbg. Underfloor Nater Line'13 Q Bd. -Koch. Date Requesteds h Ti.a _---- AM PM h ( C (? cf Addrosss Pero t #, ,0C q3 Builders y Yi f-IC((C THE FOLLOWING CORRECTIONS ARE REQUIRED: i i Inspector,: Date: v/ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. frill. x ; 12onstruction Inspection &Related Tests y. Carlson Testing, Inc. ' P.O. Box 23814 ' Tigard,Oregon 97281 • Phone(503)684-3460 October 20, 1993 #CP-8557 FAX #684-0954 FIELD INSPECTION REPORT DAZES COVERED: October 19, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: A. Ewing #499 10-19-93: CTI representative visited the jobsite to measure thickness of elastomeric paint on exterior of building. It was P g• ',.. understood that coating thickness was supposed to be 16 mils . A Tooke gauge could not be used Lecause a precision grinding was needed but not available, consequently, actual samples were removed from the walls and measured using a digital caliper. Seven such samples were taken and reading ranged from .007" to .014" with thu average equal. to . 010. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, NC. ! � I Douglas Leach President AE/cat cc: Forum Properties, Inc . S D Deacon Corporation Mackenzie/Saito & Associates City of' Tigard KPFF i NS ECT,�ON NOT C,'E J City of Tigard Building Department 13125 AW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phones 639-4175 Business Phone: 639-4171 Inspections__ Footing Plbg. Underslab Hach. Rough-in Appr/Sdwlk k Found. Plbg. Top Out Gas Line FINAL: 1 Post/Beam Struct. San. Sewer FrmLnq_J -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. ar Plt)q. Underfloor IWater �Line -Hoch. Dat o Requested s ' I,, Timet _AN PN Addresss� J, CA 4> ^ol'k�44�►^e rinse of UF'�t 3-�',7� Builders `Y�( 1L� 'C/72L THE FOLT.DWING ODRRECTIONS ARE REQUIRED: 19 r� Inspectors I .� ' ---------- _— 1)ates1� •� �__ APPROVED DISAPPROVED APPROVED SUBJECT TO ADOVE --_Call For Reinmp. f r L INSPECTION NOTICE City of Tigard Building Department 13129 SR Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phons): 639-4175 Business Phone: 639-4171 Inspection: e Footing Plbg. Underslab Koch. Rauy-tk-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer framing -Bldg. Post/Beam Koch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line} Gyp. Rd. -Koch. Date Requested 2 `f L1 - � � J �Timr.: �K PK Addreses �VJI IV\_ S E�(ray. Permit: f:( M '73-001Z' Builder s._ Lam"w\f-)(Clr z z THE FOLLOWING OORRECTIONS ARE REQUIRED: 1 i 5""PRc --1—_�L� --=�r— Dates � �� —� APPROVED — DISAPPROVED APPROVED SUBJECT TO ABOVE I --Call For Ruinep. I I G ECTION NOTICE i City of Tigard Building Department 13125 BU Ball Blvd. Tigard, Oregon 97223 Inspecti.)n Line (Roc-O-Phone)i 639-4175 Business Phones 639-4171 o Inspection:_ _ f Footing Plbg. Underalab Meeh. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gass Line FINAL: Post/Beam Struct. San. Bower Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Lint, GYP. -Koch. Date Requested: il� � - � -� Timet _AKpor PK Addcesa: 1 \4�` xi_' Permit if Builder: ". THE FOLLOWING CORRECTIONS ARA REQUIRED: 2/ Inspector:—_— � Date: / ---APPROVED DISAPPROVED APPROVED SUBJECT TO A30VR Call For Reinap. LI I BN YBCTiON NOTICE 1 City of Tigard Building Department c 13125 M Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phon 1 91 Inspection: -1 Footing Plbg. Underalab Misch. Rough--in Appr/Sdwlk Found. Plbg. Top Out Gas Line FTNALs Post/Beam Struct. San. Bower Framing -Bldg. Post/Beam Nisch. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line Oyp. 8d. -Nisch. a� Dale Requesteds Times AN PN r Address 1(. `)rY_) N\WINS �l l�/�( �4��'\ Permit f; Builders + THE FOLLOWING CORRECTIONS ARE REQUIRED: c.. r InspectorsDates -.�3-- ,__APPROVED _ DISAPPROVED APPROVED SUBJECT To ABOVE _Call For Reinap. C t` �r tr� , I S n. A ;`t• � 1�pp �5�y y'� . ' •1 Y .t 1,y �� ("` •a�#x` '» '�' � �' '� ` t t ix`, +�. �,�,,��i' 'k?� �y rt�i 3'�'�" t ,M'"� 9'�r' 4 F' tiP ttlfM x I - Ul t �•'. �Y fl F •r ISf I� INSPECTION NOTICE City of Tigard Building Departasat 1,3125 11A Hall Blvd. Tigard, Oregon 97223 Inspection Line (Ree-O-Phones 639-4175 Business Phones 639-4171 Inspections _ --- 1 • Footing Mg. VrAerelab Hoch. Rough-in Appr/Sdwlk Round. C�lbq. "p O#Av Gas Line FINALS Post/Beam Struct. Ban. Sewer Framing -Bldg. Post/Beam Nsyct Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line�j z Gyp. Rd. -Hoch. Date Requestte-dt / I (( 1 LI J Time: J'r K AM Address: i+-� �l�'L 1 I�S\ Y-� _� Permit 1 s(-LAA w Builders z z l (•�l l THE FOLLON[NO r-ORRECTIONS ARE REQUIREns Inspector s/ Dat:e s � / APPROVED DISAPPPJVED APPROVED SUBJECT TO ABOVE Call For Rel-nsp. . -wuw w.+wrowwr..wa+waww INSPECTION NOTICE City or Tigard Building Departasnt 13123 BO Ball Blvd. Tigard, Orsgom 97223 Inspection Line (Rec-)-Phone_)t 39-4175 Business Phones 639-4171 Inspection Footing Plbg. Underniab Hsch. Rough-in Appr/Sdwlk Pound. Plbg. Top out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain TiEIon -Plumb. Plbg. Underfloor water Line G�'`�¢.�• -Mach. Date Requesteds f L' �l/I / +� Times _ AM PN Addreses4-, SL-2 C) �.'Y1�1 (��'LD Permit Builders _ THE FOLLOWING CORMCTION23 ARE REpUIR1EDs i Inspectors Z --` _�-- Dates -jw�APPROM DISFLPPROVED APPROVED SUBJECT TO ABOVE --Call For Reinsp. yn. .,,,.>..ra+.,, v,�+c+afr!tW�.: ,rA4tiM'l+rti'1r6vi'wfnY R(„4�vi171iSti+a�M'Yi...., . .• • i , r aT,�41 - l � WL i J'�PSIN yA<<�` TUALATIN VALLEY ANDLIRE & RESCUE BEAVERTON FIRE DEPARTMENT FIRE MARSHALS 91TICE (503) 526-2459 POSTED: OCCUPANT CONTRACTOR BLDG. PERMIT 0 PROJECT NAME PLAN REVIEW 0 !, LOCATION /zn I JURISDICTION: 1= Be. 2= Du, 3= K.C. (4• T��. 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC I _� '' �` r COVER FINAL CSF FOLLOW-UPIREINSPECTION ATTEMPTED FINAL .� ❑ Framing ❑ Separation Walls Sorinkler System iJ El Shaft Fire Dampers Q.py.eslu04/Underground) ❑ armSystem ❑ Hood' Extng Systems ❑ Conference Al y ❑ Spray Booth ❑ Ceiling Cover ❑ Other _ �� d'r2 j %cam• iv lie; d � r+ s. 2-0 ..jam I^�4� G �� L• "/`-� Date: <.) Inspector: y Is S' ' .� r{ °'� Edi c:rxA A t - � � 1• � r i r�i.�7� �'7 �i�F��i;e ii r�� -.•iii � r 1 ,. rg4e k r,�,- is k t 1 •i i j Page 1o1 f0 e srnverprr Agency Source Control Server Npattment 000 E.Maki."o 200 HVaboro.O.tpon 97123 (503)693-4641 NON-SIGNIFICANT l + (603)64BM74 FAX INDUSTRIAL USER DISCHARGE PERMIT Permit No: 111-175-1 _ _ Treatment Plant: Map/TaxNo:, -a1 10 1400 SIC No.(s): 36�1 Effective Date: i l;%u ,i"� Expiration Date: 06/15/99 _ In accordance with the provisions of Unified Sewerage Agency's Resolution&Order 92 60,or as amended, q R 5 >.iekt:rnn Cor.purrtt:lor. NO, (Pemritme's name) f_ p 10JUJ ,1').r N L4buu Ave, , Yortlar.d. t►k 91 :N3 (Permittee's loca tion address) (herein known as Permittee)is hereby authorized to discharge industrial wastewater from the above Identified facility, and through the discharge points identified in Section 1.A., into the Unified Sewerage Agency's sanitary sewer system in accordance with the conditions set forth in this permit. Compliance with this permit does not relieve the Permittee of its obligation to comply with any or all applicable pretreatment regulations, standards or r equirements under local, State, and Federal laws, including any such regulations, standards, requirements,or laws that may become effective during the term of this permit. Noncom- pliance with any term or condition of this permit, or any compliance schedule, shall constitute a violation of the Unified Sewerage Agency's sewer use ordinance(s),and may be grounds for administrative action or enforcement proceedings including civil or criminal penalties, injunctive relief, and summary abatement. In no case shall this permit be transferred to another owner, partnership or corporation without prior written permission from the Agency. Permittees wishing to transfer a permit to a new owner must notify the Agency in writing at least 60 days in advance of any anticipated transfer. Written notification must include information by the new owner which certifies the new owner's Intent not to change the facility's operations or processes, identifies the specific date on which the transfer is to occur, and acknowledges full responsibility for complying with the wastewater discharge permit. The new owner/operator shall be provided a Copy of this permit by the previous i owner/operator. 'r. Failure to provide advance notice of a transfer renders the wastewater permit voidable on the date of the owner- 4 ship transfer. If the Permittee wishes to continue to discharge after the expiration date of this permit, an application may be required for renewal a minimum of 90 days prior to the expiration date, In accordance with the requirements of the Agency'Q Resolution& Order 92-60, Sections 3.03 and 3.11,or as amended. By: -- Source Control Manager Issued this __day of 1944 I Revised 08193 White USA, Green Industry, Canary-Clty, Pink Acoounting, Goldenrod-WOL Form 0983-38 Irl _, ...... . .. .. - . �mxat�txcut,+npr,.,M ...:•..y. '::. .. _-, 'w.,�-.�'�,�� tytt t n� it t�, al A �\ Y, ,. Page l'nMed Oewerpe Agency 2o110 Source Control Servk-ef Department 400 E.Main,Suft 400 HEYboto,Oregon 97123 IMI 693.4541SECTION 1 • (W3)64ri--0074 FAX MONITORING REQUIREMENTS/EFFLUENT LIMITATIONS I I 1.A. During the effective period of this permit,the Permittee is authorized to discharge process wastewater from the outfalls listed below: Outf all Number Description(Refer to diagrams on Pape 10 of 10) t 001 t t'ar' 002 Wasp I.Ptd ,1;•pt 1 t irp'i iK11.IC , � I I r_.✓ � The discharge from the above Identified outfalls shall not exceed the following effluent limitations. The Permittee shall monitor and report the above Identified outfalls for the following parameters, at the Indicated frequency: Effluent i Sample Limitations i Parameter Storet Units' Outfall Fre lenc Type DM MA I I +o m, t M All ii7tgnluttlt" Pr, ac.is 1 r:: i { !<Utii_�Ilt'Y d I: +.1 i'trt nt 1 t: :1 L. .ti.+ t l Iai.` d tt..;'tl:,trf�f;cl tai ltti liftl I., . r ,•art. l :lC'dit.4+-rf't fi'F1A.t.i. t1F!. III,trlr, {;,� {1c1r'Ir:'1,',.:v lli.11tl'r .f!! Wt?1''111't9 t.11•,':'; r:rr h: 6:11:.iili a .i 1.rt tJl'rir:'¢ f:','• i 7 t i"'i lt,l:l f' 1 tt,r1 i 11f.. I olvd I1.l IjI1f contam.t-t-vint 1ci.iclinq. r J' Y 'mg4,unless othetwise specified I.B.Applicable Regulations: 1.C. In the event compliance monitoring shows any constituent regulated under local limits to be approaching the limit, iddltlonal sampling and testing will be required to assure compliance with 40 CFR PArl 403. R•vlsed 05193 White-USA, Croton-Industry, Canary-City, Pink-Accounting, Goldenrod-WQI romt 0993-39 I Ak , aMT" Page 3 of 10 r UnMW savrsrepa Agency SourceControl Servk ft Deportment 400 E.Z.Sulte 200 Millsboro,Oregon 97129 (803)693.4'41 (803)648-6874 FAX SECTION 1 (continued) 1.D. All collection, preservation, handling and laboratory analyses of samples for compliance monitoring shall be performed in accordance with 40 CFR Part 136, and amendments thereto,unless specified otherwise in this permit. Analytical techniques for additional pollutants not contained in fart 136 must be performed by using va!idated analytical methods approved by EPA and the Agency. 4 FR Part 403.5 a , b' and Unified Sewerage Agency's Resolution& Order 92-60, Sections 2.01 1.E. Per OC O ( I and 2.02,or as amended,the Permittee shall not discharge wastewater containing any of the following prohibi- tions from any of their permitted outfalls: i GENERAL DISCHARGE PROHIBITIONS The Permittee shall not discharge,cause or permit to be discharged, directly or Indirectly, any pollutant or wastewater which will cause Interference or pass through at the treatment plant(s). These general and specific prohibitions apply to all uses of the Agency's wastewater system whether or not they are subject to Categorical Pretreatment Standards or any other national, state or Icral pretreatment standards or require- ments. SPECIFIC PROHIBITIONS The Permittee may not discharge to the sanitary sewer system any of the specific prohibitions as identified In 40 CFR Part 403.5(b) and Unified Sewerage Agency's Resolution& Order 92-60, Section 2.02,or as amended. i RaWRed OW0 White USA, Orem-Industry, Canary-City, Pink-Accounting, Goldenrod-W01. Form 0993.40 mace-�.,,..-.-,-.._-..__..... ,__... .......... _-.... _-.. _ ,..�—„ _ .-------,•--•-..erfi�� "..r, r , r I Page o UnNbd r3.w.r.p.Agency 4 of 10 Source Control SerAcos Department 400 E.Main.Sulte 200 Mom,Omgcn 97123 (603)6934541 SECTION 2 (603)648-8614 FAY. ' 1 REPORTING REGUIREMENTS �t 2A. At least 80 days prior to wmmencement of discharge, new sources, including existing users which have changed operations or processes so as to become new sources shall be required to submit a BASELINE MONITORING REPORT(Agency's Industrial Wastewater Discharqe Permit Application) per the requirements in 40 CFR Part 403.12(b). 20. Any Permittee subject to sampling,te3ting and reporting schedules set out In the permit shall submit PERIOD!, COMPLIANCE REPORTS per 40 CFR Parts 403.12(e) and (h). The reports are due on the tenth .� (10th)day of the month following the monitoring sequence Identified In Section 1,'and shall Indicate the nature and concentration of all pollutants in the effluent for which sampling and analyses were performed, Including measured maximum and average daily flows. All reports and notifications shall be submitted to: Unified Sewerage Agency Source Control Division 400 East Main St., Suite 200 Hillsboro, OR 97123 (503)693-4541 r FAX(503) 693-4884 See Hequirements in Section 3 l 2.C. If the Permittee subject to reporting requirements identified in 40 CFR 403.12(e) (Periodic Compliance reports) monitors any pcllutant more frequently than required by USA, using the procedures specified In 40 CFR Part 136, and samples at a point beyond all pretreatment, these monitoring results shall be Included in periodic compliance reports. 2.D.1. Accidental Spill Prevention Plan(.4 PP) -An ASPM may be required for notification of potential problems. This plan, per the requirements in 40 CFn R(rt 403.6(f), is necessary to assess the emergency planning of the Permittee in case of a slug load or chemical;,pill in the facility. The report must address the steps the Permittee 1 will take to keep spilled or unused chemicals out of the sanitary/storm sewers, either by intentional or accidental release, and include notification procedures to the Agency. 'A 2.0.2. Spill Notification- In the event of any spin, slug discharge or problem discharge into the Agency's treat- ment system, the permittee shall immediately "Nithin 2 hours) notify the Agency by telephone of the incident and shall provide such information as may be required at that time to assess the Impact of the Incident on the , Agency's system or on water qua!ity. Within five (5) business days following any such incident,the permittee shall suLmit to the Agency a detailed written report containing a description of the Incident and its cause;Its location within the permittee's facility;exact datesitimes of the period of problem discharge and, If not yet cor- rected,the anticipated time the Incident Is expected to end;and, steps taken (or planned)to correct the Incident and to reduce, eliminate and prevent occurrences rill future incidents. i Revised 0911M White-USA, Green-Industry, canary-Cly, Pink-Accounting, Goldenrod WOi Porn 01793-41 9 r: • i page y • U5 of 10 nitletl ser,erepv Agency Source Control Servkeo Department 400 E.Moln,Sune 100 HMYtboro,Oregon 97123 4 ,503)693.4541 (503)6454674 FAX SECTION 2.D.2. (Continued; i A problem discharge means any upset, slug discharge, spill or accident which results(or may result) in a dis- charge Into the Agency's treatment system of a prohibited substance;or of a regulated substance in excess of permit limits and which may: (a)cause interference or pass through at the treatment plant;or(b)contribute to a violation of any requirement of the Agency's NPDES permit;or(c)cause violation of any State or Federal water quality standard, I During normal business hours, notifications may be made by calling the Sourca Control Division at 693-4541. Emergency nofi/ications may be made after hours/weekend.✓holidays by calling the duty officer at 794-6229. 2.E. If sampling performed by the Permittee indicates permit violation(s), the Permittee shall Holl/y the Agency within 24 hours of becoming aware of the violation. The Permittee shall also repeat the sampling and analysV; and submit the results of the repeat analysis to the Agency within 30 days after becoming aware of the violation per 40 CFR Part 403.12(g). The Permittee must continue the notific?tico and resampling requirement until compliance is achieved. 2.F. The Permittee shall immediately report any significant changes(permanent or temporary) to the premises or operations that cause subGtantial changes in production, volume or character of the wastewater discharge,or deviates from the terms and conditions of this permit, per the requirements in 40 CFR Parts 403.120) and 403.6(c)(7). Unless emergency conditions;prevail,the Agency requires that changes be reported prior to being Implemented. 2.f3. Notification from the Permittee is required to the Agency,the EPA RCRA Director, and the Oregon State Hazardous Waste Director within 90 days of the effective date of a published RCRA ruling, of a discharge(or changed discharge) of either a listed or characteristic hazardous waste to the sanitary sewer, per the require- ments in 40 CFR Part 403.12(p). The Agency requests notification even If the results of the hazardnus material sampling are submitted on self-monitoring reports(Periodic Compliance Reports). 2.H. An"Upset", and an affirmative defense for such, shall not be allowed under circumstances where non- compliance has been caused by operational error, Improperly designed or Inadequate treatment facilities, lack of preventative maintenance,or careless or improper operation. In case of an upset or upon reduction, loss or ° failure of Its treatment facility,the permittee shall control production and/or all discharges to the extent necessary to maintain compliance with applicable pretreatment standards until treatment is restored or an alternative method of treatment Is provided. This requirement also applies In situations where the primary source of power for the treatment facility is reduced, lost or fails. 2.1. Bypass: the Intentional diversion of one or more wastestreams or processes from any portion of the permit- tee's treatment facility is prohibited per the Agency's Industrial Sewer Use Rules and Regulations R&O 92-60. i i ISI I I Revised 0393 White-USA, Green-Industry, Canary City, Pink-Accounting, Goldenrod-WOL Form 0993-42 �7I 1 a , WIN Fates • un n.a a Agency 60f 10 Bourse Control Services Dopartment 400 E.Vol,,Suse 200 j Hillsboro,Oregon 07123 (6113) 9S 6 541 FAX SECTION 3 `-, • NOTIFICATION & RECORDKEEPING REQUIREMENTS i 'i 3.A, Any Permittee subject to reporting requirements in 40 CFR Part 403.12 shall retain and preserve all records, { books, documents, memo.anda, reports,correspondence and any and all summaries thereof, relating to monitor- Ing, ing, sampling and chemical analyses made by or on behalf of an the Permittee in connection with Its discharge. Such records shall be subject to review by the Agency, and shall include for all samples: f 1) The date, exact place, time, and methods of sampling or measurements, and sampling preservation techniques; F •• 2) Who performed the sampling or measurements: J 3) The date(s) the analyses were performed; i P 4) Who performed the analyses; l 5) The analytical techniques or methods used;and i 6) The results of such analyses. j 3.B. The Permittee shall retain for a minimum of three years all such records defined In Section 3.A, above, and shall make such records available for Inspection and copying by the Agency,the DEG Director and the EPA j Regional Administrator. This period may be extended by the request of the Agency at any time. All records that I` j pertain to matters that are the subject of special ord,,-5 or any other enforcement cr litigation activities brought by the Agency shall be retained and preserved by the permliee L,nt(I all enforcement activities have concluded and all periods of limitation with respect to any and all appeals have expired. 3C. For any Information faxed to the Agency,the original shall be retained on the permittee's premises for a minimum of three (3) years;or the original shall be mailed to the Agency as a follow-up to the fax. 1 r a 1 f j �5 ( 1 4 ReWsed 09/93 White-USA, Greer,-Industry, Canary-City, Pink-Accounting, Goldenrod WOL Fpm 00342 I' h. + � Paye • Unified I Apenoy 7 of 10 Sourcecontrol Services Drtment 400 E.Xepa in,Suite 200 Hillsboro.Oregon 97123 (803)693-4841 SECTION 4 (80.7)6489874FAX STANDARD CONDITIONS • I I I j 4.A. Permit Modification The Agency reserves the right to amend any Wastewater Discharge hermit issued hereunder for good cause Including, but not limited to the following: ~° 1) To incorporate any now or revised local, State or Federal pretreatment standards or requirements; 2) Alterations or additions to the Permittee's operations, processes, discharge volume or characteristic not considered in drafting the original permit; 3) A change in any condition at the Permittee's facility or the PO TW requiring a temporary or permanent j' reduction or elimination of the authorized discharge; 4) Information indicating that the permitted discharge poses a threat to the POTW's collection or treatment systems,personnel or receiving waters; 5) Violation of any terms or conditions of the permit; 6) Misrepresentation or failure to disclose fully all relevant facts in the,permit application or any required reporting; 7) Revision of, or a grant of variance from applicable categorical standards per 40 CFR Part 403.13, 403.6(e)and 403.15; 8) To correct typographical or other errors in the permit; 9) To reflect transfer of the facility ownership and/or operation to a new owner/operator; 10) Upon request of the permitted Industrial User,provided the request does not violate any requirements, standards, laws, rules or regulations; 11) To incorporate any new or revised constituent limit resulting from the Agency's reevaluation of its local limits. I C 4.8. Dilution Prohibition The permittee shall not increase the use of potable or process water in any way for the purpose of diluting a i discharge as a partial or complete substitute for adequate treatment to achieve compliance with the standards i set forth in this discharge permit or any Agency ordinances, or in lieu of proper disposal of any material as solid -.este. The Agency may impose mass limitations on dischargers which in its;rrdgement appear to be using dilution to meet applicable pretreatment standards or requirements of this section,or in cases where the imposk tion of mass limitations is otherwise deemed appropiate by the Agency. r I i i I i i ReWsed 08'93 White-USA, Green-Industry, Censry-Cly, Pink-Acooundl,V, Goldenrod-WOL Form 099.7.44 v" l L A� WJ I I� Page 8of10 1 Unilbd B�wa�Ap�ncy Source Control Servlcet Department 400 E.Mc9n,SuNe 200 Hi tboro,Oregon 97123 (503)693-brillI (503)648 8874 FAX SECTION 4(continued) 1 I 4.C. Representative Sampling Samples and measurements taken as required by this permit shall be representative of thu volume and nature of the monitored discharge. All samples shall be taken at the monitoring points specified in this permit, and unless otherwise specified, before the permitted discharge joins or Is diluted by any other wastestreams, body of water or substance. 4W All equipment used for sampling and analyses must be routinely calibrated, inspected and maintained to ensure its accuracy. Monitoring points shall not be changed without notification to, and approval from the Agency. I' 4.G. Inspection and Entry The Agency may inspect the facilities of any Permittee to determine compliance with the requirements of t're a Agency rules and regulations. The Permittee shall allow the Agency or its representatives to enter upon th., premises of the Permittee at all reasonable hours and without prior notification by the Agency,for the purpusys of Inspection, sampling, and records examination and copying. The Agency shall have the r1ht to set upon the Permittee's property such devices as are necessary to conduct sampling, inspection,compliance monitoring and/ or metering operations. 4.E. Certification Statorment All reports and testing results submitted by any Permittee shall be accompanied by She signed certiflcation statement defined in 40 CFR Part 403.6(a)(2)(11). 4.F. Proper Disposal of SludgesiSpent Chemicals The disposal of pretreatment sludges and spent chemicals shall be done in accordance with Section 405 of the Clean Water Act (CWA) and Subtitles C & D of the Resource Conservation & Recovery Act (RCRA), and any state hazardous waste requirements. 4.G. Falsifying Information/Tampering With Monitoring Equipment Knowingly making any false statement on any report or other document required by this permit,or knowftly rendering any monitoring method or device inaccurate, may result In punishment under criminal laws of the Agency, as well as being subject to civil penalties and relief. 4.H. Emergency Suspension of Services/Revocation of Permit The Agency may suspend the wastewater permit of a Permittee,whenever necessary in order to stop an actual or threatened discharge which reasonably appears to present or cause an imminent or subst,.itlal endangerment to the health or welfare of persons, Interferes with the operation of the Agency's wastewater system, or which j present or may present an endangerment to the environment. In addition to further penalties and remedies In any Ordina^ces or R&O,the Agency may terminate the wastewa- ter permit of any Permittee for violations of any Ordinance, R&O, or discharge permit condition. I '. L I � I I Aevlsed 0983 White USA, Green-Industry, Canary City, Pink•Accounting, Goldenrod-WOL Form 0903-45 i 1 K I 1 .. .. .. .. ,. . Iii . i Page 9 of 10 Unified 8wwrepe Agency � ' Source Conhol Services Department I 400 E.W.In.Suite 200 I e f HYMbom,Oregon 97123 1101161-1-"' 1 SECTION 5 (603)6488074 FAX SPECIAL CONDITIONS i Yl I I S.A. Additional Reporting 1. An Accidental Spill Protection Plan(ASPP)is due no later than: �,i/� _ This plan Is required to assess the emergency planning of the Permittee In case of a chemical spill In their facility per the requirements in 40 CFR 403.8(f), I; 5.8. Biannual SamplingiRepor0ng i Biannual sampling, ii required, may be performed (with approval) at any time during the periods of January to June, and July to December. In such case,the results are to be reported to the Agency as directed, unless a violation has occured, in which instance the requirements of 24-hour notification and resampling/resubmitting shall prevail. In no case shall t`)e interval of required biannual sampling exceed six (6) months. S.C. Compliance Schedules If the Permittee is required to install additional pretreatment, or provide additional O&M they are required to submit a proposed compliance schedule per the provisions, regulations and progress reporting requirements in the Agency's R&O 92-60, Section 4.03.1., or as amended. The Permittee shall accomplish the following tasks in the designated time period: E EVENT DATE DUE I;. �' .D, special leo-mit Clanditaons This permit is initied hs--+ed on the folloving purcliased capacity: I)aily Maximom - 3,600 gallons per lay Monthly Average 2 , $00 gallons per day Any applicable flow ant.ers arc: to be read and recorded monthly ars the self -Monitoring Rapurt form. The trltal I'low volume is to be calculated as directrsd. Administrative penalties defined in Agency flosolution and Order 92- 60 , or ar emended , will apply for volumes discharged beyond the purchased capacities . ti "I I i nevisedOW0 Whlto•u3A, Green-Industry, Canary-City, Pink-Accounting, Goldenrod-WQL rorm 0903-46 I WIN l.' t t . •„g4n.Wa. "Wmy.'lol,040 'r h V Page unttl.a Ilew.r.o. 10 of 10 • Source Control6eMCN Department 4W E.Win,&lIe 700 i Hillsboro,Oregon 97123 NON-SIGNIFICANT I603)693 " INDUSTRIAL USER DISCHARGE PERMIT • (6=60-0074 FAx ' SAMPLE SITE LOCATION Permit No:_111--176-1 Issue Date: 10/03/94 I — — i The following outfall sample sites are the official Agency and Perrrtfttpa sample collection locations. A separate cyanide sampling point is Included, if required. All samples collet' II r compliance monitoring must be obtained fmm these sites. It r+amples are to be Laken, Lhej mAy be +rbtuinyd :rom the RU rejr�ct d,-altr alld Lrom rhe aqueous cimaner overflows. ROWSWOW Whits•USA, Green-Industry, Canary-City, Pink Accounting, Goldenrod-WOl Form 0993-47 i v. t. i 'r y i�'� , ii fun y,..o-,:.,ri--,.s.,�...„,,.•,�.MYr'�At �i•., .:; U , t INBpYI 1Dt1�10�ICB City of Tigard Building Department • 13125 M Hall Blvd. Tigard. Oregon 97223 Inspection Line (Rec-O-Phone)c 639-4175 Business Phone: 639-4171 6 1 Inspection: Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. TOP Out Gas Line FINALt Post/Beam Struct. San. Bever framing -Bldg. Post/Beam Hoch. Rain Drain InsulatLon -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Hoch. Date Requestedr 1 - 1 l 1 _Tlmei AM _PN ( t � 1 II G ± Address: �" �J 141"1l 1 t? lQ.t Permit t Builders ,("ti11 I� ----- f THE FOLLOWING CORRECTIONS ARE REQUIREDs 1 - i i i 4,} - _- 1 Inspectors Date?J16 - }aj i APPROVED DISAPIROVED _—_ APPROVED SUBJECT TO ABOVE y - -Call for Reinap. t i I � INSY6C��oN NorICIC - '^- • city or Tigard Hulldtnq Deparbawsnt 13125 BA Hall Blvd. Tigaz:l, Oregon 977.23 Inspection Line (Rec--o-Phone)i 639-4175 Business Phones 639•-4171 6 Inspwzt ions 'N',(/)t'/Y' t L)j o i'� �y K s • footing Plbg. Underslab Mach. Rough-in Appr/Sdwl.k Found. Plbq. Top Out Gas Line rINALs Post/Beam Struct. San. Bower Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. ad. -Koch flea r Dates Requesteds ?Lose t AN !If Address s rl r� �'; f'✓1V�� L71! t /, Vic.;� r Builder:__- THE FOLLOWING CORRECTIONS ARE REQUIREDs i Inspectsacs�i� Dates APPROVED —_ DISAPPROVED �- APPROVED SUBJECT TO ABOVE Call For Rainsp. a CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT _AIL 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)630.4171 VI��IC7IV. . . . . Zf►N NC NEW f=LOON FUW (Jtw UNIT HEAT?- 3. . .3 VtwNT FANS. . . s VE NTS W/U i4l"PL.. VEN'r 1-3YS "EMS: 15 DOILE:N"S/C OMT''1"2E:"►:=ORS HOOI7»"i. . . . . . . Pi_;1 I.P. .k IJUME'3. I NC I N t • 3•--15 HPI . . . * 1 COMIhI.. INC IN, I „� i{� . . . . RL a lZ U� I r iS PRESSURE. I'f-:, . C.i_ia L'rf?Yi__W_J. . ns� �. OF UNITS.:....._ . . _.. ...:.. "Ir, 114)NIDLING UMTS DTHI-c; UNITS. 12 K i3 Tu i t � .��. . i~anS:tr%lct Silrgles .to) ' Z. iI` panel conc,- to b%uilding for llrfg fac:ili fir. rrle'.(fir^cin building— used c:. rii. i.nc•in. for, chiller, and other units for v.rav' s ; ;C> 'rIGARJ) tyre cAMQQr)'; b—V date 1^ecpt: 0115 I L.CM, 73, 38 .IF( 09/3121/93 7005 ar'(,:'i 1 14. f��'3 JH 09 3Z/9 3 ' T fw2 p'LE C0 -J, N J f1 V F:l?1':!I'd t3 T 3c 1 . r: TOTAL. ti-*t i5 im;eC to the regulations rartainec in the l: L.1 m e :n B , f'un: ipal Ca-de, State c.f Ore. Specialty Wes and all Wer Hr-it i n g t: I n s;p uI:Lebly 1#int. All .iork will be done in accardance with C„'U a I J n g Lint I n'3 p .vo- Tml pvvit Alii emFir'e if wvt is rat started Dvt`.t (n rz p,»cit i on M a, *9 gsivc of is:uancr., nr 1f wont 1s s,,ipended for, e'art f"ire Dampier, Insp Ihisc, Inspection n n i 1 n,s p a,a t i t)r i 1 C:aII fo, i.nypetction 639...41 City of Tigard MECHANICAL PERMIT PiancWRec. #_ 13125 sw Hall Blvd. APPLICATION Permit # Tigard, OR 97223 s (503) 639-4171 esanpu«, 7S Y n Y Cz_�� 7 r U N Table 3A Mechanical Code OTY PRICE AMT Job l•o 5-O o S.w. NLMWv A(,Ir 1) Permit Fee -0- -0- 10.00 Address UYA1 2) Supplemental Permit 3.00 f T T Furnace to 1 I Fo R V M [�R n PERTE(.=s 1) incl.ducts a vents 6.00 • "'o - Furnace 100.000 13TU+ - Owner $ 7c/ 5_ S,t✓, �111'lL3vs Z 3 0 2) inr.I.duras a vents 7.50 Floor Fumanco kltbtA 0 R (A-too 5- 3) incl. vent 6.00 spe water,wall heater 4) or floor mounted hector 6.00 �,6c Occupant - «. ent not i in Go.'Jjeh P1• 5) appliance permit 3.00 v Aepair of heating,refng. 7 Q� 6) cooling,ahsorption unit i r.� (i.00 y0.ttC, Boil er or comp, at pump,air co 1:n . Z 2-7 -)4y( 7) to 3 HP absorp unit to 100K BTU 6.00 "•a"^"" r or comp, at pump,air cond. j Contractor 1 1'-/ N.w- Al",,e"" , B) 3"15 HP absorp unit to 500K BTU 11.00 riC' w of o o compTat pump,air cond. A� lQl,r� (fin q 7Z(G' 9) 15-30 HP absorp unit.5 1 mil BTU 15.00 l Cc "" ,..-H. T-tiler or comp,heat pump,air co — S7 Q 10) 3050 HP absorp unit 1 1.75 mil BTU 22.50 hereby ac ow ge hat I have read his appliation,that a -T lar or comp,heal pump,air co information given is correct,that 1 am dip owner or cuthorized agent 11) > 50 HP absorp unit 1.75 mil BTU 31.50 of the owner,that plans submitted are in compliance with Stale Air tan ing unit to laws,that I am registered with Me Construction Gonhmhcws Board, 12) 10,000 CFM 4.50 that the number given is correct. (If exempt from State registration, Air ham ing unit please give reason below.) 13) 10,000 CTM+ 7.50 Non porLab e 14) evaporate cooler 4.50 —Vont an connected 1 — 15) to a single duct 3.00 Pnti ation systPm not r.,r•. p)� ff 16) included in appliance pertift Fans r, 4.50 67,5C' Hood sprvm by 1 T) mechanical exhaust ] 4.50 Dooscnbe work new addlition alteration repahr �clefflWWOW, or 4vb8ow --- to be done residortial p non-residential O 18two tF1� VIle-), ) 30.00 Existing use o ter i e.,woodstave,water i i i building or property 19) heater,solar,clothes dryers,etc.✓b ) 4.50 t UC Proposed use of /__ /f 20 Gas in one to bur outlets �, building or property ! - <<C 1!_Q!� --,1"r rth V ) piping 2.00 C>.dQ' 21) More than 4-por outlet Type of fuel-of Q nabiral gas LPG 0 electric Q — i ROTICE Minimum Fee$25.00 SUBTOTAL PERMITS BECOME VOID IF WGRK OR CONSTRUCTION — AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCIIARGE 1 �; IF CONSTRUCTION On WORK IS SUSPENDED OR -- -- ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 2S%OF SUBTOTAL . AFTER WORK IS COMMENCED. - — — TOTAL Special Conditions — -- Date issued by Wit . orwlwaew , W 11 i h u r y g� 1 4 a r � i 1 CITY OF TIGARD — RECEIPT OF PAYMENT RECEIPT NO. s93-244701 CHECK AMOUNT s 381. 5b NAME s DF': TEMPLE CO CASH AMOUNT s ADDRESS o PAYMENT DATE ! 09/30/93, SUBDIVISION s PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID m r7.C H A N LC7PE 293. 50 FLAN CHECK FE 73. 3a 'G)T. BUILD PFR 14. 68 i y i YNEKTRON 10500 SW N I MP139% TOTAL. AMOUNT PAID — -- ._. —> 381. 56 t i r riF',�A , �Pt%N vq� TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT _ FIRE MARSHALS OFFICE: �y (503) 526-2469 POSTED: OCCUPANT CONTRACTOR ✓ BLDG. PERMIT 0 r PROJECT NAME _ PLAN REVIEW 0 LOCATION / 1~a'! o5 °a k � JURISDICTION: 1= Be. 2= Ti� 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC COVER FINAL (/ S EC FOLLOW-UP/REINSPECTION ATTEMPTED FINAL Framing Separation Walls Sprinkler System F Shaft rJ Fire Dampers (OveLhkadlUndergro>1ud3! Alarm System Hood Extug Systems El Conference Spray Booth Ceiling Cover � Other v I - .. - cix C` F Date: !r Inspector: .;r � �� ;�_ I INSPECTION NOTICE City of Tigard Building Deperta+ent 1.1125 M Ball Blvd, Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171 Inspection, _ a Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL, Post/Beam struct. San. Sewer Framing -Bldg. Post/Beam Kerh. Rain Drain Insulation -Ply. Plbg. Underfloor Nater Line gyp. Rd. -Hoch. 4f 1 I� • Date RequestedlTimet Address:_ i 1 ��11V1V x [VVC �� Permit f1 Builder,_ _ ? ��. ?2_ TNI FOLLOMiNG CORRECTIONS ARE REQUIRED, Inspector:_— // Date, L S 7 APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. LECTION NOTICE City of Tigard Building Department 1311S SW Pall Blvd. Tigard, Oregon 97223 t • Inspection Line (Re^-O-Phone): 639-4175 Business Phones 639-41.71 1 yl/ Inspections l_4l IX 1(�1 \((rl]`7(�/ Footing Plbg. Underslab Koch. Rough-in Appr/Sdwlk Found. Plbq. Top Out Gas Lino FINALS Post/steam Struct. San. Sewer Framing -Bldg. Post/3eam Mach. Rain Drain Insulation -Plumb, Plbg. Underfloor Nater Line Gyp. Bd. -Koch. Date Reque'etedt ({ 1 Times AK �PH Address: �t�'.1-L� � `I` ('`. ,��'`• Permit it lA ��l� Builders THE FOLLOWING OORRECPIONS ARN REQUIRED: — _--- t 0 04- loll i/ I i Inspectors Dates�� Ix/ APPROVED D23APPROVED APPROVED 6(tBJ'6CT 'NO ABOVE i Call For Reinep. I i L� 1 .,..... ..«*'..rr.,M..r..a..x,.,.w+�svnnww,w...,.•..-.... .... .....:.,..... .. _, ::,.,-,.., _ ,. -,,,,:,. ,.--r•,r.,»erw«-A� fj= INSPECTION NOTICE i City of Tigard Building Departacnt !I 13175 SW Bell Blvd. Tigard, Oregon 97223 t � Inspection Line (]lac-O-Phone): 639-4175 Qusinees Phone: 639-4171 Inspection:__ .jf-�s'=�= Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cao Line FINAL: Poet/Beam 3truct. San. Sewer Framing -Bldg. 40 • Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor $later Lire Gyp. Bd. -Hoch. .3 Date Requeetedt Timet AM qPM ^ Address: PermLt #t � L Y4/.fv 0�! SyF11 lY T, f i P�y�bf '�•��. `Ml . tg SM tYti 1 1 l il•w r. d1C = �)1 Builder: TFOLLOWING CORRECTIONS ARE REQUIRED: BE Y oaf • � �x;{'fid i� I htp,,�i Y �,•, tp tr lyia� '^�� Y:�rF�. e41Zi� +`f JI��A P,"'. ,• •iJk.. :. . i`�'�" '"ls<n}.,fig 4;. . ��F� q. ff1L.6'y"" f Ay �r '�k tri• J"'��:e}.. i,t ttti tlY s � — — ��, Pik{tr*I��l�•,n . �:, Inspectors Date: y r ' S APPROVED DISAPPROVED APPRJVRD 9U81SCT TO ABOVE Y i Call For Re YA��A v_.f_..-y MfIfAMAAl�gNilW n � ! 'T ` 1 Hyl Ys ,: T , r its r tir ba "'�".,wUWvK�!�; �.;z.. .,. ,. .r r'r :tq;s,R'..r+tLdr a :e:•:. .•M.:,. SEP-23-93 THU 10:58 MSA/MFI FAX N0. 5032749812 P.01 MACKENZIE/SAITO & ASSOCIATES, P.C. Architecture - Planning • Interior [resign 503/224-9570 - FAX 503/228-1235 i MACKENZIE ENGINEERING INCORPORATED Civil . Structural - Transportation 503/224-9560 - 503/228-1285 oe90 S.W. Bancroft Street P.O. Box 69039 Portland, Oregon 97201-0039 FAX COVER SHEET Date: ` �9_� Project Numb-)r:_Z_�z PLEASE DELIVER THE FOLLOWING PAGES IMMEDIATELY TO: Company: C_1`T'Y OF Attentlon:_ � s,�s. FAX Access Number: !u Project Name, f�►a=1� �� -- ` Descrlptlon: -- From: In trtJction: Comments or Special s —_ Total Number of Pages (including this cover sheet):______ -------- If you did not receive all pages, please call Send Original FAX to: File.► Sender_` CONFIDENTIALITY NOTICE: The h ifermatlon contained in this sacs Unite wantuniaalon Is oonfidential and Is Intended only fa the use of the Individual or smut; rned above. M the reader of this message is not the Intended reeipient,this 1110"189 110MIGAllon that any reading,disclosure,copying,distribution,or the laking of any action in renames on the contents of this communiwJon Ie strictly prehUted. r this transmission was recelvee!In error,Immediately notify us at WO/224.95M kJ artangs for return of the exlpinal reesimile- RVorwVerre.ea oh ii�77k �, r, ■ ......�. %:.�.,� ..,..,.r�!w,res,�i1�1'�+l�teri�ti�!il4k'�f't�%' !!!��`'�"•Mrd' �F` ':i+4c1; "!�',',�'--"�!". 'r`Nt+i�Jtc�+r',�t/a" f �'+�'G. .. . 9#N�EFfNIKIdo�YN! ,,�,5 hk SEP-23-93 THU 10;58 MSA/MEI FAX N0, 5032749812 P. 02 ' e.. e 4-1 H �ur-der a►1s►c►�LL�d-,, w1'�'� . U1� °� W ��i�•.�e. -{-�.�' . dra,-�- crops o�r�. .tee}- �-n.��c-c o� . '�� . , •,' , 11 ` 1t L ; 1�• S. k� o�k� 0. 1 1�- S AC.e.. ��tl 1 �1 K1/�/ G �1'�A 11 r - 1� Sko r',r .t 1o►,V 'r�2 na q d o- , ►"1 I v�� '"' 3�• t t„aat1S. RUc1 Sk��,� 1 I 1 1 1 (, 1nvvE Cow b�t ��l�• �Y'�c�t.C>rt. a►�d +�+t . �►1d. 1�<, 1 �, Flo �kT1 Wit,- cod. <cbJ`rat"�� 1 ayt � QrpS ce hlr�,a, .1 S}��P- C 1 '�L J 2S� b (�' �v► LvV C7�S4 a��c c�oAsAr,ti '�ati ... . 20� ��,� �► . t.or.w� 1�.c� . �T caw,�Q LA %,4 2bIf- .c cw.slr�.lc_ Iv►.1.. A } ♦�� 6 -�g;��►k e -} i c ro►' ac�. we oA 0 U.,rA-e did j ►,+�.�u d e cv t-�"�)V� b OVA& or . dva- f`vQ %A-.r A u.rS a� �"_e S►dsp��c� !� 11 4a 1'j t!u�. �.prw.►u Ic7 "tom t <t� w ev'e In o� X �v.�k~e,t� •. \ �wJ(! �T' YS o�lNV.e.�J_l �Y �/ J .�Sj� `15.1� r►a ae 'V.� IrJOP�I.k7. zkni w '.��. J T!�, 1ur d►e'Fiv�l.S ��.\u \v �� i our ro► u�.z l,,)eo 1��s J�l+.-1 oY`u^d� 1'�u aiQ� ov. "-j"k P � � y 7/o'v b tc��l'o1� • . r- --f 'anti I- ckr_ " . � 'N:�a «Qq W �t� w o BY DATE—1> MACKENtIUSA1TO K ASSOCIATES, KO. JOB NO. OREGON(603)224 9570 WASHINGTON(20A)451 1005 M{fryp'N..4...a,h•1 ntirFiin:M!`. ... . ......r",.:s..1'!,;'�.k.aA".f a4, . .. :.:1.., .,. .. , ..... ..ur t 1,. 1 i 7 -7Ail- SM1 h4{, N ISO' ..,.,y��WN�1Ck9.W'AINP, • SEP-23-93 THU 10:59 MSA/MEI FAX N0. 5032749812 P. 03 i MACKENZIEISAITO & ASSOCIATES, P.C. ARCHITECTURE 2 PLMINING ■ INTERIOR DESIGN 0690 S.W.BANCAW$MET•P.G. BOX 0.9039 y i F FMAND.OREGON $72014=9• (503)224-9670•FAX(503)22'1. M REQ RSD 0_F_TEL�PHONE CONVERSAI14 I JOE NAME: Synektron JOB NO.: 292247 DATE OF CALL: 8/26/93 TIME: 4:30 p.m. INCOMING CALL: i PERSON: Jim Jaque, Uniform Building Code Consultant OUTGOING CALL: PHONE #: 792-4586 SUBJEC'►: Requirements for Curtain Boards E REMARKS: Jlm was asked if, in tiis opinion, whether curtain boards to control the spread of smoke In the space between the suspended coiling and the Berkeley roof system would be required for the Synektron project. Jim indicated that, as shown on page 610 of the 1991 Uniform Building Code, paragraph 3206F.4, the distance between curtain boards shall not exceed 250 ft., and the curtained area shell be limited to 50.000 sq. ft. Jim pointed out that our facility is 35,000 and, therefore, this requirement for curtain boards would not apply. Jim further indicated that requirements for draft stops, as daflned in Section 3205, are not applicable to this building condition for a Berkeley roof with a suspended acoustical ceiling system. Every effort has been made to accurately record this conversation. If any errors or omissions are noted, please provide written response within five days of receipt. Richard Itchall RJM/kc cc: Jim Jaqua, Independent consultant Monte Naynes - Forum Properties 3 Pat Mahoney - S.D. Deacon Rich Mitchell, Scott $feels - Mackenzie/Saito & Associates y r �t wA ,,`% SEP-0-3-0.3 THU 10:59 MSA/ME I FAX N0, 5032749812 P, 04 CITY OF TIGARD OREGON February 1.0, 1993 Dennis Wooia Mackensie/Saito Associatus P. O. Box 69039 Portland, OR 97201 i Projectc 6ynektron Building IJ 30500 6W Nim. us Averse Dear Dennisc This morning we met with Richard Mitchell and 6cott Steele from your firm, along with Jeffrey Sackett of Tria,igla Development, to diFicuss the building plaou being prepared for 6ynektron. The 1993 C15 antilysin prepared by your staff wan w-c"llent, and, they were so informed during our meeting. j The type of analysis presented will effectively reduce the time we need for !' our complete plan review of the structure and its eventual occupancy. We sincerely appreciate such efforts. T' a end result is a better building in a shorter period of Limo, which should please everyone involved. The work done exhibits a spirit of cooperation with code a'ministrators which could well serve as a model to the industry. Thank you, and your staff, for the continued cooperation you have given our building division personnel. � . sincerely, (.�Jim Jaqua Plans Examiner r , i��i !�� (;`I•� FAX (503)686.-7297 + I i 1 alar 11 lKSPECTION NOTICE City of Tigtard Buil.d1mg Department • 13125 BW Hall Bled. Tigard, Oregon 9722.3 Inspection Line (Rea-O--Phcne)s 639-4175 Business Phone: 639-4171 Inspect ion ei (_�' Y\ (b _ �:(f7 lJ l L- r : i Footing Plbg. Underalab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer gaming -Bldg. I i Post/Beam Hoch. Rain Drain Insulation •Plumb. Plbg. Underfloor Nater Line Gyp. ed. -Meeh. rn• Date Requested��t��/_�� 2 —Times AN Addreee: ( /LC/ N),�/li Permit (#t'/ Builder:Jelf' (�O �� •! THE FOLLOWING CORRECTIONS ARV P.CQUIRED: A'7 114 046 1i Inspeatot4� APPROVED DISAPPROVED APPROVED SUBJECT TO ADM '_Call For Reinsp. Construction Inspection &Related Tests Carlson Testing, Inc. P.O.Box 23814 • r; Tigard,G.,egon 97281 September 22 1993 Phone(503)684-3460 FAX#684-0954 #CP-8557 FIELD INSPECTION REPORT � DATES COVERED: September 21, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: M. Larson i 09-21-93: CTI representative observed i_n.,tallation of Owens- Corning Fiberglass Mineral cap. An area of roof from about 5-6;A-K was done. All roofing was applied by "mop & flop" method and i appeared to be to specifications. Checked rebar in wall for trash enclosure. All rebar appeared to be to plans and specifications . About five yards of Lonestar's 3000 PSI, mix 0226 was placed. Cast one set of cylinders for this pour. . i Rick was aware of 3 spots on the north end of roof that had holes punched through. Patches done at this time. Our reports pertain to the material tested/inspected oily. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, C SIGN TESTING, INC. Douglas . Leach President. ML/cat cc: Forum Properties, Inc. S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF r q Construction Inspection&Related Tests Carlson Vesting, Inc. P.O.Hoz 23814 Tigard,Oregon 97281 September 21 19 y 3 Phone(503)684-3460 P r FAX#684-0954 #CP-8557 FIELD INSPECTION REPORT s DATES COVERED: September 2U, 1993 PROJECT: Synektron , ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: M. Larson 09-20-93: CTI representative inspected application of Owens- Corning Fiberglass Mineral cap sheet. Installation was done by "mop & flop" method insuring a good bond. Approximately 15 squares were applied. An area between A & K and about 3 to 5 were done. All appli^_ations were done to specifications . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON ESTING, INC. Dougla W. Leach President ML/cat cc: Forum Properties, Inc. S D Beacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF E I --,-^rY;°-•^�^-^�.....,,�ar.meas,eweycgeye�,91frM�W�1�°�M>aaara�ew"xav,.+eau+u.wnw. r a Construction inspection Related Testa Carlson 'Vesting, Inc. P.O.Box 23814 H_EPORT OF 6 X 12 CONCRETE_ TEST SPECIMENS_ Tigard,Oregon 97281 r _ — Phone(503)684-3460 Method of Sampling: ASTM C1?? Method of Testing: _ AETM C39 FAX#684-0954 i CD-RV C,7 Date Molded: 09/21---, 19 -_ Job No.___—_J�._ Permit No: Client FORIIl'I PROPERTIES TNr SYNEKTRON --- - ----- • Address: — 10500 e$j N I MENUS AVENUE T I CARD Contractor: 5 D DEACON — rub Concrete Supplier: LONESTAR NORTHWEST IruckNo.� 7377 - --- _.Ticket No. 142E361 — — — t Cast By: _-- M . LARSON Cu.Yds.—___-._ `' ' S _- —Load No.1 Weather -- SUNNY _ —_ -- Temp.High: Trmp Low:_ AO SH CONTAINMENT WAI-I-S Location of Placement: TRA -.-- -- -- - --- y I 7•qr 74 _— Test Time�____—--- _-—_-. Concrete Temp: Strength Requirement: 3000 _- --__— PSI @— R—days Slump 4 1/` 1 _Cement Type r a 0225711 �1ix No./No.Sacks. ______Air Content_,...---- --Max.Aggregate- . Admix.Amount: —.—Brand 14"OEA ._Admix Amount:_ _Brand — ----- Set Test @ Register Date Date Unit Total Ater. Unit Report No. Days Number Recd Test Wt. Load —_ PSI No. 7 1709 09/23 09/2_ 78,488 28 .27 2780- 44 71 170`a 09/2' -,---()9/2-8 79,687 26 .27 2.820 44 � 28 170P 09/23 10/1 _ �'R 27 28 1709 09/23 10/19 ' HOLD 1709 X23 ___---- -- ---_-_--_.- 2 8.27 ,r t Remarks: cC=S D DALO _� — MACKENZ_TE/SAITO R ASSOCTATES —C T T_Y_.F_.7 T c,ARD ------- — — I Information contained herein is not to be reproduced,except in full,without prior authorization from this office. i 4: Construction Inspectton&Related Testa Carlson 'Testing, Inc. , HEPORT OFX 1? (n_NrF'rTF PEST SPECIMENS P.O.Box 23814 ----- -- - - - - Tigard,Oregon 97281 } Phone(503)684-Zb(i) [ , • Method of Sampling: MTM !-172Method of Testing: -__ ASTM CT:1 FAX#684-0954 I! Date Molded: 09/21 19 '_'._ Job No. C 1_9557 Permit No: M1 Client: FORI_IM PROPERT I E15 TN( ---- Project: _^SYNEKTRON i e! Address: 1050() SW NTMBIJr AVFN(.IF TIGARD np Contractor: _.. S n DFAC'_!N Sub Contractor t Concrete Supplier: _LONESTAR NORTHWEST _ Truck No. __ 7'77 Ticket No 142P61___ M . L APSON _ r, t Cast By. — Cu Yds. Load No Weather S I Y - Temp High Temp _owA n —___. ,I Location of Placement: TRASH CONTAINMENT WALLS Test Time ti �'-_ ConcreteTemp 7A i,�rength Requirement: 2000_ — --- PSI cm 1� __- da Slum ^ 1 T y p Cement Type Ory�� c, ] Mix No./No.Sacks �� - Air Content ____— Max,Aggregate I,I �(�FA ----—Brand: 5 Admix Arnuunk__—_ Brand'—_ ,_ Admix.Amount. ___ Set Test @ Register Date Date Unit Total Area Unit Report - l No. Days Number Recd Test Wt. Load PSI No. 7 1709 na 123 09/.9. . 78,488 :Iq .?7 2780 44 _ 7 _ 1704 09/23 09/28 79,687 ?9 .?7 2820 44 2 1 70P 09!?3 1 n!] r 109,890 28 . 97 3890 49 -- --2S- - 1704 09/?3 10/19 -109 100 HOLD 1799- 09/23 — �] ,gn 211,27 A inn An _ Remarks: 00:S D DEACON CORPORATION KPEE s� MACKEN17TF/S.AITO R ASSOCTATES CTTY OF TIGARD I. Information contained herein is not to be reproduced,except in full,without prior sutnorization from this office Y Aid ' l'1AT7rAt.'gMaewanun�w.r,:+,re.a.r,.m..+a.hunuwxwn•.,,.r7.r•w.,.•.".....,........ i; j. `, t t INSPECl'ION NOTICE \ a • �13 Citi o! Tigard Building Department 125 Ball el�d. Tigard. Oregon a72�� 'A Inspection Line (Rec-O-Phones 639-4175 Business PhoM39-4171 Inspections �� "y' l ,-�C I 1 • .-- Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL- Post/seam Struct. San. Sower Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underrloor (later Lino Gyp. Bd. -Mach. � �1 • Date Requesteds lI C�/ 1 Time: AM _PM t �� Addreaai ` � ! Permit 1��[lU!"'" 23 _004 Builders TRE FOLLOWING ODRRECTIONB ARE RROUIRM Inspector Data: 00 L ` --'--- f _APPROVED DISAPPROVED _ APPROVED SU8.7ECT TO ABOVE _—Call For Reinap. ti fi • Construction Inspection &Related Testa Carlson Testing, Inc. • 4 P.U.Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 September 13, 1993 #CP-8557 FAX M 684-0954 FIELD INSPECTION REPORT k DATES COVERED: September 10, 1993 PROTECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: H.P. Murphy 09-10-93: CTI representative verified size and placement of rebar for concrete pour toddy. All appears to be per plans and specifications . Extent of pour: 1. Slab on grade, closure strip, half of balance (other half previously poured) . Approximately 50 yards of mix #225 was placed. 2. Garbage compactor slab and footing - approximately 10 yards of mix #22.6 . Took slump of each mix and cast one set of five 6 x 12 for each mix. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. t If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSO TEST (, INC. Doug s W. Leach President HPM/cat I i . cc: Forum Properties,, Inc . S D Deacon Corporation Mackenzie/Saito Associates City of Tigard C KPFF K -__._ — _.._-,...,.......:.._,..._.__�.................._,M,...."...._. . _.._ __..... ...-,...,,....... _......,.....,... ....... ........_.. ....,,.... .,..,..m.v.,,yanx scar Construction Inspection Related Teats Carlson Testing, Inc, P.O.Box 23814 � I REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 r - -- Phone(503)684-3460 ASTM C39 FAX N 684-0954 Method o1 Sampling: —.ASTM C 1.72 —_. Method of Testing: --- -- Date Molded. -- 09/10 —___- , 19— Job No.- CP-8557 Permit No: - - c f Client: FORUM PROPERTIES INC -- --- - - Project. SYNEKTRON --- --_---- --._.__ Address: _10500 -WNIMBUS WENUE T I GARD OR _-____ -------- -- - - 4 Contractor: ,- -- - -- - --- -- - � D DE AC - Sub Contractor: Concrete Supplier: LONFSTAR NORTHWEST - Truck No.—47-_ Ticket No Gast By' ._M(IF2--'tiYCu.Yds. 10 _ _- -.-Load No 54 a SUNNY - — Temp.High: 82 --..--Temp.Low: --- i Weather. __� _-- -- Location of Placement GARBAI:c COMPACTOR SLAB/FOOTING — Test Time F_40 -_--Concrete Temp: .__ -- Strength Requirement _ 3000 —___- PSI O days Slump 3 _--Cement Typo -- i 0 226 Air Content-- __�_-Max.Aggregate-- 3/4 Mix No./No. - p.,. j Admix Amount: _ —Brand'---_ _ Admix.Am unt•_ ------Brand:----- -port _ -Brand:._-- --- �. Unit H ort Set Test @ Register Date Date Unit Total Area PSI No. i No. Days Number Recd Test _ Wt. Load 93,596 8 •?7 3310 42 I i _-1524 09/13 09/17 _ _ ---_ -- 7 1524 09/13 . 09/17 — 93,327 8 27 3300 42 28 1.524 09/13 10/08 28 •27 _ r 2.8 1524— 09/13 10/019 JJE4560—__ --8 •27 499Q— HOLD 1524 09/13 — 9f1tLLO -- - 27 t�-- Remarks: ( c;-L- - D DEACON ' tRPO T I QL`!_----- ----�E�— -- MACKENZIE/SATTO & ASSOCIATES - _—_— rTTY OF TTrARn _ ---- ---- - - Information contained herein is not to be reproduced"except in foil,without prior authorization from this office. >t ti �,t... i �er i' 1 Construction Inspectiton d Related Teas v Carlson Testing, Inc. 6 X 12 CONCRETE TEST SPECIMENS P.O.Box on 97 14 REPORT OF _, Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: —ASTM 0172 _— Method of Testing: ASTM C39!_--, FAX N 684-0954 Date Molded: —__ 09/10 __ 19 fg 93 Job No. CP-8557 Permit No: ---- Client: FORUM PROPERTIES INC Project: — SYNEKTRON Address: 10500 SW NIMBUS AVENUE TIGARD OR Contractor: S D DEACON Sub Contractor: Concrete Supplier: LONESTAR NORTHWEST _ _ Truck No. 47______- Ticket No 137696 1. Cast By: H, P . $P_}iY�__—_--_._—___. __ Cu.Yds._— 10 ____.__._ _Load No.1 Weather:_-- SUNNY—__— Temp.High: _--Temp.Low: 5q—_— Location of Placement: GARBAGE COMPACTOR SLAB/FOOTING Test TimE _F _'_4 0 _ Concrete Temp: 76 Strength Requirement: _ 3000 PSI Ca)....28_--da s Slum Cement T e.L 9 4 -- y p ------- YP 1 Mix No./No.Sacks— 0226 __ Air Content_____ ____Max.Aggregate___ i/4 Admix.Amount: —Brand . Admix Amount:—_ __Brand:_. Set Test @ Register Date —Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 93,596 3310 42 I 7 1524 09/13 09/17 _ 8 .27 _— 7 1524 09/13 09/17 93,327 8 .27 3300 42 28 1524 09/13 10/08 8 .27 i 28 1524 09/13 10/08 28 .27 HOLD 1524 09/13 -8 .27 i 4 Remarks: cc:S D—DEACON CORPORAT I ON — KPFF MACKEN7IE/SATTO & ASSOCTATES ' -----------C T T Y_OF T T GARD _ _—_.._------ a Inbnnation contained herein is not to be reproduced,except in full,without prior aut'!:,ritation from this office. ?t i i • Constr-u:tion Inspection&Riciated'['ests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 -- _ Tigard,Oregon 97281 ASTM C 172ASTM C__49 Phone(503)684-3460 Method of Sampling: _ Method of Testing: _.___._-____—— FAX q 684-0954 a 09/1.0 y? f P--8557 Date Molded: ._' 19_..____- ,lob No._.. Permit No: Client. -_— FORUM PROPERTIES INC Project: — SYNEKTRON — — -- -- _ _-- Address: _ 1.0500 SW NIMRU') AVENUE TIGARD OR �► Contractor: —__ S D DEACON� -- _._—.--- Sub Contractor. — i LONESTAR NORTHWE`J 66 137701 .. Concrete Supplier: __— _ --- Truck No. _____..____ Ticket No - _._.--- Cast By: H • P . MURPHY __— 55 ---Load No.1 Weather: SUNNY �� _ _ Temp.High: 8 4 2 —Temp.Low:_5 _ i SLAB ON GRADE CLOSURE STRIP , BALANCE OF HOIL.DTNG ( HALF OF ) Location of Placement: --- --- -- - Test Tine ,__Concrete Terrp:— 76 _ 3000 2.8 4 " I Strength Requirement: .— _ PSI @--______days Slump Cement Type i� 0225 3/4 " Mix No./No.Sacks _ _. —_ Air Content.__ __ . __Max.Aggregate _— Admix.Amoi:nt:— Brand'___ --Admix.Am unt:_— __ __. —Brand: Set fest @ T----Register Date Date Unit Total A ea Unit Report No. Days Number Rnc'd Test Wt. Load PSI No. II 7 1525 09/13 09/17 77,381 7a .27 2740 43 7 1525 09/13 09/17 79,246 _8 ,27 2800 `43 28 1525 09/13 10/08 _8 .27 28 1525 09/13 1.0/0 8 .27 'I HOLD 1525 09/13 8 .27 i Remarks: cr'S D DEACON CORPORATION_ -- __ KPFF — MACKENZIE/5ATTO & ASSOCTATES CITY OF TIGARD r: Informrition contained herein is not to be reproduced,except in full,without prior authorizatioi,from this office. ,. .... � ......«. .,................ .,.... ..........—... ..,.wsn,MYw'M•.. ,....... . .......�.rY.'r y.. ' �li 1y;tiy+S�„,_ Construction hupectimit d Related Pests tti � Inc. , Carlson Testing, �P` , '.+ P.O. Box 23814 u14`i 6 X 12 CONCRL f E _ Tigard,Oregon 97281 REPORT OF TEST SPECIMENS --- Phone(503)684-3460 ASTM C 172 ASTM C39 FAX N 684-0954 Method of Sampling: —.—_ Method of Testing: - Date Molded: 09/10 — 19 93 Job No, __CP-8557 Permit No: --- f i y FORUM PROPERTIES INC Client: Project: -- SYNEKTRON Address: 10,500 "W NIMBUS AVENUE T IGARD OR j Conductor __ S D DEACON _ Sub Contractor LONESTAR NORTHWEST 1;47701 Concrete Supplier: —_ Trurk No -- ._.___--._ _-_--Ticket No. H . P . MURPHY ' ' Cast By: Cu.Yds. - ------- - —Load No. Weather SUNNY Temp.High: 8c. __- -Temp.Low: 54 SLAB ON GRADE CLOSURE STRIP , BALANCE OF BUILDING ( HALF OF ) f Location of Placement: —_ - — 76 Test Time _ Concrete 1 emp: _-- 3000 28 4 ” 1 Strength Requirement: . ___ PSI @______-__days Slump - Cement Type 02253/4" Mix No. Sacks�_ Air Content___._— _ —-Max Aggregate. — 1t1.. -- M iAdmix.Amount: ___.___Brand— _.___ Admix.Amount -___ Brand:. Set Test @ Register Date Date Unit Total Area Unit Report j No. Dayc Number Recd Test WL Load PSI No. I I I 7 1525 09/13 09/17 - 77,381 28 .27 2740 43 _ 7 1525 09/13 09/17 79,246 28 .27 2800 43 i 8 .27 4380 48 28 1525 09/13 10, 08 123,95 28 1525 09/13 10/08 12.3,330 28 .27 4360 48 HOLD 1525 09/13 124,100 ?8 .27 4390 48 -- F`f Markd: cc:S D DEACON CORPORATION KPFF a MACKENZIE/SAITO & ASSOCIATES CITY OF TIGARD -__. ----_-- - ' Information contained herein is not to be reproduced,except in full,without prior authorization from this office. j Construction Inspection A Related Tests • Carlson Testing, Inc. P.O. Box 23814 0 'fgard,Oregon 97281 Phone(503)684-3460 September 9, 1993 FAX k 684-0954 #CP-8557 FIELD INSPECTION REPORT DATES COVERED: Septeaa-er. 8, 1993 • PROJECT: Synektron ADDRESS: 10500 SW Nimbus; Ave. Tigard, OR INSPECTOR: q.P. rfitivfly 09-08-93: CTI representative verified size and placement. of rebar for pour today. All appears to he per plans and specifications . Extent of pour: 1) Closure strip between exterior wall panels and flour slab on Entire interior of building. (Mix #225, slump 3" to 41 " , 789 to 809 . ) 2) Dock slab on grade, mix 226 with AEA. Took slumps and cast one set of five 6x12 test cylinders r. of interior slab pour appoximately 40 yards . Load #1, 2 and 3 exceeded batch Limes by thirty mir utes each, slumps 3" to 4} " and temperatures from 789 to 809 . Contr,,,:,.-)-.- made aware of this and they accepted as is. Our reports per:.ain to the material tested/inspected only. Information contained hereii, is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, t CARLSO TESTI , C. Douglas W. Leach President III/a ss g cc: Forum Properties, Inc. S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF MW�..l.» 1 , 10, r Construction Inspection Related Tuts Carlson Testing, Inc+ I P.U.Box 23814 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 ` R�=.PORT OF g g Phone(503)684-3460 C Metho of Sam lin ASTM 0172 _ Method of Testing: ASTM C39 FAX k 684-0954 1 P g: — J 1 f Date Molded: 09/08 _ 19 Job No.�914 CP-8r�57 Permit Na Client: _ FORUM PROPERTIES INC —_—_-__-.- Project: _ SYNEKT'RON Address: 10500 SW NIMBUS AVENUE T I GARD OR _,_______ Contractor: S D DEACON -- _ Sub Contractor _ ---- -- L;JNESTAR NORTHWEST 7266 1139`'0o. Concrete Supplier: _ 1 ruck No.___ __ - _. Ticket N __— Cast By: _ B . THOMSON ----Cu.Yds. --- ---._Load No. ... - Weather SUNNY Temp.High. —. _..__—Temp.Low:_ 59 -- LOADING BOCK `_'LAR Location of Placement: Test Time 1 ! C rl ------- --Concrete Temp:. —.-- 300028 4 1/2" I -- Strength Requirement PSI @ clays Slump --Cement Type Mix Na/No.Sacks— 0226 Air Content. .—_--__ Max.Aggregate_ r ! _— Admix.AmouM; ABrand- W/AEA Admix.Amount: ._ ------Brand:_ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Reu'd Test r,Vt. Load PSI No. r 68,086 28 .27 2410 40 II 7 1471 09/0. 09/1 7 1471 09:09 09/15 65,297 28 .27 2310 40 28 3471 09/0.' 110/06 28 .27 28 1471 09/09 10/00, 28 .27 HOl_ . 1471 09/09 29 '27 Remarks: cc _D DEACON_CORPORATION KPFF MACKEN7IE/SAITO & ASSOCIATES CITY OF_ T IASL -- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. .. pt. .... , ,�F,y« 'lp irM, •, q .:,.Aµ:G; .,_ „„ .... ........:say Construction Inspection eti?Related'Tests Carlson Testing, Inc. P.O.Box 23814 h X 12 CONCRETE Tigard,Oregon 97281 f REPORT OF TEST SPECIMENS f Phone(503)684-3460 , s DAethod of Sampling: _—_ASTM 0172 __ Method of Tes!ing: __�'_T�f `_' _ FAX#684-0954 i Date Molded: 09/08 , 19 q'3 Job No._ CF S�'�'% Permit No: Client: _— FORUM PROPERTIES INC ------- Project._ SYNEKTRON Address: --10500 SW N1MB1_IS AVENUE TIGARD OR Contractor: — S D DEACON Sub Contractor: - ConrreteSupplier LONESTAR NORTHWFST ____ Truck No.. 101 _.. Ticket Nu. 113838 I i Cast By: ._ I1 P - MURPHY Cu.Yds. __ 40—_ Load No. 2 —_ Weather: -_____ SUNNY - _ Temp.High: R� __Tamp.Low: S9 I_ccalion of Placement — CL_OSURE STRIP , FNTIRE INTERIOR OF BUILDING -- --- - C _—_ Test Time e'4 ' _Concrete Temp:_ 78 Strength Requirement: 3000 PSI @ 28 _days Slump 4 1/2" Cement Type I Mix No./No.Sacks 0225 — --Air Content Max.Aggregate 3/4 u ;± Admix.Amount: _Brand —_ __ _.-.—.._.._ Admix.Amount:_ __-___Brand: k Set Test Ca Register Date Date Unit Total I Area Unit Report i No. Days Number Recd 'rest Wt. Load PSI No. I 7 1470 09/0. 09/1 59,157 28 .27 2090 39 7 1470 09/0 09/1 . 61,239 20 .27 12170 39 28 1470 09/0 10/06 28 .27 28 1470 09/0. 10/06 28 .27 HOLD 1470 09/09 29 .27 --- ec:S D DEACON CORPORATION KPFF Remarks- MACKENZIE/SAITO & ASSOCIATES. CITY OF TIQARD — _LQjnnS 1-3 EXCEEDED BATCH TIME 30 MIN , EACF•I . CONTRACTOR IS AWARE OF -THIS & SLUMF�� RANGED FROM 3" TO 4 1/2" , TEMPERATURE FROM 78 F Tn 80 F . Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. .N ni eytr�"i�r 4k . �' �, i rlvl tel,♦t v�rr a { a Constniction Inspection Mated Testa Carlson Testing, Inc. 6 X 12 CONCRETE P.O. Box 23914 REPORT OF _ TEST SPECIMENS Tigard,Oregon 97261 v — Phone(503)684-3460 Method of Sampling: ._ ASTM 0172 Method of Testing: ASTM C_"! FAX#684-0954 Date Molded: _ 09/08 . 19--, Job No. CP-8557 Permit No -- - - - y Client: f=OROM Pc,'()PF RT I ES INC -� --------- -_-_ `�YNEKTRON t Project: . _ —-- -------- ------ - 10500 FW NIMBUS AVENUE TIGARD OR Address: ---- --- -- S D DEACON -- _ Contractor: _Sub Contractor: — LONESTAR NnRTHWEST 7266 113850 .. Concrete Supplier: _---.__ Truck No. --------Ticket No. i Cast By: _ B .. THOMSON Cu.Yds._-- --Load No. Weather: Sl'NNY _- Temp.High ._ c �, ---__Temp.Low: 59 L0CA110n of Placement: LOADING DOCK SLAB 7 —— -i s i 11 : r:n ; . . Test Time— __---Concrete Temp:----___ -- Strength Requirement: ____-_-__ ` PSI @ days Slump Cement Type Mix No./No.Sacks 0226 _ Air Content— ---_- _- __Max.Aggregate.-... Admix.Amount:_ _ -Brand (1)/AEA --Admix.Amount: —_Brand:_ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load SSI No. -11 7 1471 09/09 09/15 68,086 29 _717 2410 40 7 1471 09/0 09/1 65,297 28 .27 2310 40 1471 09/0. 10/06 99.252 28 .27 3510 46 ! 28 -- 1 ,671 09/09 10/0 28 .27 3530 46 HOLD ] 471 09/0 L()t1.312�� ?R .?7 3550 46 Remarks: _CC 'S D DEACON CORPORATION KPFF MACKENZIE/SAITO & ASSOCIATES ------ CITY QUIG ARD ----------- -- - Information contained herein is not to be reproduced,except in full,without prior authorization from this office. r Constritction Inspection Related Pests Carlson Testing, Inc. P.O. Eox 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 r , Method of Sampling: ASTM 0172 _ Method of Testing: ASTM C 3Q - - FAX fl 684-0954 t Date Molded: 09/09 19 9 Job No. CP-9557 Permit Na Client: _ FORUM PROPERTIES INC ' I Project: SYNEKTRON t 2 — ---- ------ — 10500 SW NIMBUS AVENUE TIGARD OR us 9 Address: — -------�'' — D DEACON T_--- _ i Contractor: _ __` Sub Contractor: Concrete Supplier: LONESTAR NORTHWF$T Truck No. 101 —Ticket N 1 1g 38 Cast By: H . P . MURPHY _ Cu.Yds. n —_.___. _Load No. SUNNY Tem High: �_�—Tem Low:_ 59 Weather: — -- -------- PP Location of Placement: CLOSURE STRIP , ENTIRE INTERIOR OF BUILDING Test Time R' 4 _Concrete Temp: 78 000 `)R 4 1/2"„ Strength Requirement: _— --__—_ PSI @ _�days Slump —Cement Type , Mix No./No.Sacks___ 0225, _Air Content __:.-- _ Max.Aggregate 3/4 y Admix.Amormt:_--_-_- Brand' Admix.Amount: —Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 7 1470 09/0 09/13 59,157 28 .27 2090 39 7 1470 09/0 Oq/1 S 61,239 29 .27 2170 39 28 1470 00,.'4 10/06 28 .27 . 540 45 28 1470 09/0 10/0q t05,200 28 .273720 49 HOLD 1470 09/09 28 .2? 660 4-9 Remarks: cc:S D DEACON CORPORATION KPFF MACKENZTE/SAITO & ASSOCIATES CITY OF TIGARD _LOADS 1-3 EXCEEDED BATCH TIME 30 MIN _ EACH CONTRACTOR IS AWARE OF THIS & SLUMPS RANGED FROM 3" TO 4 1/2" , TEMPERATt.IRE FROM 78 F TO 80 F . information contained heroin Is not to be reproduced,except In full,without prior authorization from this office. i *M tVf J�F4 1 4y ! Y �:ti+ -:t�t�5�_.►a{nb�.llM�+..a.Atw.:..wac,.ae'._..�r...�..a... ...._..._...._-.....___ _. • IN A6ijd 1011 1 V Construction Inspection & Related Tests • ' Carlson Tesfing, Inc. F.O. Box 23814 1 Bard,Oregon 97281 Phone(503)684-3460 September 7, 1993 FAX a 684-0954 Ir #CP-8557 FIELD INSPECTION REPORT DATES COVERED: August 31 & September 1, 1993 s PROTECT: Synektron ADDRESS: 10500 SW Nimbus Ave, Tigard INSPECTOR: S. Stoner 09-31-93: CTI representative reinspected wedge type anchor bolts noted on report dated 08-25-93 and 08-26-93 as needing repair. 3/41, bolts along west wall (five total) were reinstalled under roof deck e.t same purlin. Strap and plate were added and bolts were torqued to 175 pounds . Embed depth was four or more inches. At north wall, second purlin from NW corner an extra 7/8" bolt strap and plate was added to the other side of the purlin. Embed was approximately 4}11 and bolt was torqued to 250 pounds . 250 pound torque was applied to the other three defective locations. 08-31-93: CTI representative inspected application of Owens- Corning 31-NC membrane system from D.5-K/1-3 for a total of 541 squares . Field plies were installed by felt layer and broomed into place. All areas marked for repair were corrected by mopping additional plies . Application was as rer specification and in a workmanlike manner. 09-01-93: CTI representative inspected application of Owens- Corning 31-NC roof membrane. Roofing subcontractor began installing mineral surface cap sheet along A and K line walls and around roof curbs . Installation was performed by "mop aid flop" method that allows back priming of sheet to insure good bonding. Finished corner_ method was used so corners will all fit tight. Roof is now totally in dry, and roofer will pull-off job unti.l. metal flashing is fabricated. Our reports pertain to the material. tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. j f.t %N l t • 1 #CP-855% September 7, 1993 Page 2 of 2 If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, • CARLSON TESTING, I J Douglas W. Leach President SS/asg ccs Forum Properties Inc. S D Deacon Corporation MacKenzie/Saito & Associates City of Tigard KP F F 4 l ! I �I k . ! Construction /nspectien & Related Tests {i t Carlson Testing, Inc. i P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 September 1, 1993 #CP-8557 FAX 11 684-0954 FIELD INSPECTION REPORT DATES COVERED: August 25, 26, & 30, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave, Tigard INSPECTOR: S. Stoner 08-25-93: CTI representative torqued 3/4" and 7/8" wedge type anchor bolts for purlin to wall connection per details 7, 9, 10, 13, 1.4/S8 .2 . Torque requirements of 175 pounds for 3/4" and 250 pounds for 7/8" was supplied by structural engineer. Embed depth was estimated by measuring -'ength of bolt protruding from wall and subtracting this from length contractor stated was used for each application. Embed depth appears to be approximately 4"-4j " for applications at j 4x ledger and 4 " to 61, at applications without ledger. Required torque was achieved at all locations with the following exceptions . I 1. West wall, from NW corner - the 2nd, 5th, 8th, 14th and 15th 3/4" bolts were pulling out of wall at torque pounds ranging from 40 to 140 pounds . (These bolts were installed on top of roof) , 2 . North wall, from NW corner - the second bolt was spinning in embed hole. 3. North wall, from NA' corner - the 8th and 18th bolt could � not be torqued because there is too much of the bolt head r protruding from wall to place the torque wrench socket on (� them. South wall., from SW corner - the 16th bolt is the same as f above. t i i 8--30-93: CTI representative witnessed the contractor place by pump approximately 3 yards of Lonestar mix 0225 (3000 psi) in co' {ns at I 1/B, B. 5 and D.5 . Reinforcing placed as per plans and specifications for grade, size, and spacing. r Concrete was mechanical) vibrated. ed. Took sample for one set of five test cylinders . The slump was 3} " and the temperature was 779 . r rw..r...w..w rnn.aAniRx;•tXyt{yf..enelTCsargwNKaNa1w.:*.�:tmuSOYYINNFl1NIwmIM':•n....w.Mr•vet�+YMtlaftawnro....::.-.......... i I. „i 1 1 #CP-8557 Septembe-: 1, 1993 Page 2 of 2 i Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, i CARLSON ESTING, C. Douglas W. Leach President SS/asg cc: Forum Properties Inc. S D Deacon Corporation MacKenzie/Saito & Associates City of Tigard KPPF M: : i i� I t i i `h yy rte, . Construction Inspection & Related Tests Carlson Testing, Ince I' P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 September 1, 1993 FAX#684-0954 #CP-8557 FIELD INSPECTION REPORT DATES COVERED: August 25, 26, 47 , & 30, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave, Tigard INSPECTOR: S. Stoner � 08-23-93: CTI representac.ive inspected application of Owers- Corning 31-NC membrane system on above project. Work area was between A-D.5/5-6 or approximately 491 squares based in and two plied. Twenty-eight pound base sheet was mechanically attached by Senco tape and staple sirstem with two strips of tape equally spacec. down field of sheets and one down laps . Spacing of staples was approximately 9" . i �l Ply sheets were installed by felt layer and broomed in. Interply mopping rate was approximately 30 pounds per square. Plies I exhibited excellent saturation. Work was as per specifications. i 8-26-93: CTI representative inspected application of. Owens-Corning 31-NC roof membrane system. Work area was at A-U. 5/3-5 or Ap approximately 711 squares covered. " Field plies; were installed by felt layer and were broomed. Curbs for mechanical_ units received an extra two ply as base flashing. Base flashing was installed from top of curb to approximately 6" out from toe of wood cant. Application was as per specifications and in a workmanlike manner. 8-27-93: CTI representative inspected application of Owens--Corning f 31-NC membrane system from A-G. 5/2-3 and E-K/6-7 for a total. of 90 i squares based and two plied in. Wall flashing was installed at A line and K from 6- 7 . Base sheet was mopped to wall and two plies were installed from approximately 6" out from toe of wood cant to approximately 3-4" past outside edge of parapet top plate. Lead penetration flashings were primed, set in mastic and nailed to !� deck. The top flange received an extra two plies . Work is as per i specifications . 8-30-93: CTI representative inspected application of Owens-Corning 31-NC roof system at 0. 5-K/3-6 for approximately 100 squares covered. ; .1 1'1 li s #CP-0557 September 1, 1993 Page 2 of 2 Field plies were applied with felt layer and well broomed. Plies exhibit excellent saturation with very few dry laps. i Began process of walking completed roof area and marking repair items. Cuts or holes will receive extra plies. Only four repair r items noted thus far. . Work is as per specifications and in a very workmanlike manner. Our reports pertain to the material tested/inspected only. Information contained ..erein is not to be reproduced, except in full, without prior authorization from this office. lease If there are any further questions regardingthis matter , p do not hesitate to contact this office. 'r Respectfully submitted, CAFtLSO TESTING INC. / 1 4 t D las W. Leach P esident SS/asg , cc: Forum Properties Inc . S D Deacon Corporation MacKenzie/Saito & Associates City of Tigard KPF'F 9 INSPECTION NOTICE City of Tigard Building Department 13125 810 Ball. Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone): 639-4175 Busineas Phone: 639-4171 Inspection: Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Dr n Insulation -Plumb. f Plbq. Underfloor N ter I Lille Gyp. Bd. _Mach, /f Date Requested: T)/ �7 Time: AM ' ` PM Address: [ C d� M�j-tt Permit f:/ L/l l 3" q-2- Builders ZBuilder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: Date:_ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE call For Reinap. Construction lt'ispectioii Related Testa Carlson Testing, Inc. �' X 12 CONCRETE Box 23814 REPORT OF _ TEST SPECIMENS P.O.Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM 0172 Method of Testing: ASTM C39 FAX#684-0954 Date Molded: _ 08/30 ,19 93 Job No. f P—$5S7 Permit No: Client: FORUM PROPERTIES INC Project: SYNEKTRIIN Address: - - 10500 Shl NTMBIJS AVENUE TIGARD OR Contractor: ____�S_ U DEACON Sub Contractor: LONESTAR NORTHWEST 113669 Conc,Ete Supplier. Truck No. ___ Ticket No. Cast By: _—_ S' • STONER Cu.Yds._ f- Load No.1— _ St INNY 87 F•4 Weather —____._ __ ______._ Temp.High: Temp.Low: Location of Placement: cn(,I.IMNS 1 /8 , 8 .5 & n .5 s e 77 ---__-- �- — - Test Time 1' 1 ' --_ -__. Concrete Temp:------_ --- Strength Requirement: 3000 PSI @ 28 days Slump i 1/? Cement Type_t- Mix No./No.Sacks 0225 Air Content --_ Max,Aggregate {/4° — — -- Admix.Amount Brand" — _. Admix.Amount: __ _..—Brand: __-- - Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 1 ID 08/31 09/06 84,698 ?8 .27 3000 36 7 1 X55 08/31 09/0 84,720 28 ,27 3000 36 28 135.5 08/31 09/27 28 . 27 -2 1 3.55 08/31 09/27 2A .27 HO(_D 1 355 08/31 ?R .277 — i Remarks: CC:$ D DEACON CORPORATION KPFF _ MACKEN7-IE/SAITO & ASSOCJATES _ t:17Y OF TIrARD--- - -- — a' Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 0 l� � , a r. .1 i'��.i, �-lr�,� °rr"4, �1 yr'1 1 t f 1 I'.•1 ;"��,�; 1i1f.N4 1 7� FR'•'�7• rEiYat;`K,h^ 5�. jrlKl.�1fy 111 I . 1 a,. .. . :,..ww.. ...,,...--... ..,.,: ,o-.nus ParA•.4'7k1.�J'. . Construction Inspection ( Related Teats Carlson Testing, Inc. P.O.Box 23814 r REPORT OF 6 X 12 CONCRETE TEST SPECIMENS �_- Tigard,Oragon 97281 Phone(503)684-3460 ASTM C172 ASTM C39 FAX H 684-0954 Method of Sampling: - Method of Testing: Date Molded: 08/30 _ ,1S Job No. CP-8557 Permit No: w. Client: FORUM PROPERTIES INC 1 Project: SYNEKTRON _ Address: 10500 SW NIMBUS AVENUE TIGARD OR Contractor: S D DEACON Sub Contractor: — s � Concrete Supplier. Truck NORTHWE5T Truck No. 68 --_Ticket No._� 113669 Cast By: S . STONER Cu.Yds. 3+ —Load No. 1 _ SUNNY4 j Weather: _ -- — Temp.High:. —_Temp.Low: Location of Placement: COLUMNS @ 1/8 , B .5 & D -5 f � Test Time�' 1' Concrete Temp: __'7 7 Strength Requirement: 3000 _ PSI @ 28 days Slump 3 112" Cement Type T F, 022MIxNo./No.Secks _ ---Air Content Max.Aggregate 3/4 IiI Admix.Amount: _ Brand Admix.Am un, –_—Brand -- Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd I Test Wt. Load _ PSI No. I 71355 08/31 09/06 84,698 28 3000 36 7 1355 08/31 09/06 84,720 28 .27 3000 36 28 1355 08/31 09/27 1.1.6,730 28 .27 4130 43 28 1355 08/31 09/2 1.15,740 28 .27 4100 43 HOLD 28 1355 08/31 09/2 117,890 '8 .27 4120 43 i Remarks: CC'S D DEACON CORPORATION KPFF MACKENZIE/SAITO R ASSOCIATES CITY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. ;k IT MACKENZIEISAITO & ASSOCIATES, P.C. ARCHITECTURE ■ PLANNING ■ INTERIOR DESIGN • 0690 S.W. BANCROFT STREET • P.O.BOX 69039 PORTLAND,OREGON 97201-0039 • (503) 224-9570•FAX(SO.)228-1285 I RECORDOF TELEPHONE CONVERSATION JOB NAME: Synektron JOB NO.: 292247 DATE OF CALL: 8/26/93 TIME: 4:30 p.m. INCOMING CALL: .r PERSON: Jim Jaqua, Uniform Building Code Consultant OUTGOING CALL: PHONE #: 792-4586 SUBJECT: Requirements for Curtain Boards REMARKS: - 0 1993 Jim was asked if, in his opinion, whether curtain boards to control the spread of smoke in the space between the suspended ceiling and the Berkeley roof system would be required for the Synektron project. Jim indicated that, as shown on page 610 of the 1991 Uniform Building Code, paragraph 3206F.4, the distance between curtain boards shall not exceed 250 ft., and the curtained area shall be limited to 50,000 sq. ft. Jim pointed out that our facility is 35,000 and, therefore, this requirement for curtain boards would not apply. Jim further indicated that requirements for draft stops, as d, �d in Section 3205, are not applicable to this bu'; ling condition for a Berkeley roof with a ouspended acoustical ceiling system. Every effort has been made to accurately record this conversation. If any errors or omissions are noted, please provide written response within five days of receipt. r RichardV--Mitchell RJM/kc cc: Jim Jaqua, independent consultant Monte Haynes - Forum Properties Pat Mahoney - S.D. Deacon Rich Mitchell, Scott Steele - Mackenzie/Saito & Associates F:\W PDATAW3-08192?4'J\P5 RTC 1.kr, ,4 F Construction Inspection & Related Te.:,s Carlson Testing, Inc. ' P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 August 24, 1993 FAX#684-0954 #CP-8557 Permit No. BOP93-0078 FIELD INSPECTION REPORT r DATES COVERED: August 23, 1993 PROJECT: Synektron f ADDRESS: 10500 SW Nimbus Ave, Tigard INSPECTOR: S . Stoner 08-23-93: CTI representative completed inspection of roof deck t I nailing/strapping and checked underside of deck for moisture content. A Delmhorst model J-3 wood moisture meter was utilized. The deck, purlin and subpurlin were checked at B, D.5, N/3 & 5 with the highest moisture contents being 8%, 9% and 11 % respectively. i i Strapping installation noted on report dated 8-19-93 was completed. i Drag strut assembly at E/5 is complete. Straps at A-E/2 & 6 are in place per detail 9/S8 . 2 . Deck and strapping work is as per plans and specifications . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. ` If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, R 'r 4 CARLSON ,^.'ESTING, ,IN'. i Douglas W. Leach ' President I SS/cat i cc: Forum Properties Inc. S D Deacon Corporation MacKenzie/Saito & Associates City of Tigard KPFF i , " a ' . ;^. M4' ,' ^•APAIy'ai:wan..,^p,R{yy}�+',b48dR'^w' :yr,wr*.ae�r„sy}x. ,Mwr.p�r. "Nx' ' ..., 'a�w. y..i�,".n '" ;n .F;?!t": {�Ifl ►S IIRS. y `Fr A Construction Inspection & Related Tests ` Carlson Testing, Inc. P.O.sox 23814 y; Tigard,Oregon 97281 August 20, 1993 Phone(503)684-3460 j #CP-8 5 5 7 FAX 0 684-0954 I ; FIELD INSPECTION REPORT DATES COVERED: August 18, 1993 w PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: H.P. Murphy 08-18-93: CTI representative verified size and placement of rebar for loading dock walls, detail 5/S8. 1 . All rebar appears to be per plans and specifications, except CTI rep. requested that the contractor provide spacing from sides of forms as specified. Contractor did so before pouring. Contractor poured walls . One slump test was taken and cast- one set of five 6 x 12 test cylinders of same. Our reports pertain to the material tested/inspected only. I Information contained herein is not to be reproduced, except in i full, without prior authorization from this office. r I If them are any further questions regarding this matter , please j do not hesitate to contact this office. i Respectfully submitted, CARLS-)N T STING, N . Douglas Leach President I I HPM/cat cc:: Forum Properties, Inc . I S D Deacon Corporation Mackenzie/Saito & Associates City cf Tigard KPFF t E �k rs .�'� hi` y.,� r epn•,;}�. .X:. J"' .Int r '�,•'.n`1M�' � � h NvPMr^ ,I�`H'��:n•ieuYiw'Prd4..�µ:.yi�4.,,sY..lYlyr'F` I�[,' • ,P_'.'... _.T'"rte' �F 7Ry�".' r Vf is Q ..... .. .. Construction Inspection & Related Tests Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 .` August 19, 19 c,3 FAX#684-0954 #CP-8557 Permit No. BO?93-0078 , FIELD INSPECTION REPORT I — DATES COVERED: August 19, 1993 I PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave, Tigard INSPECTOR: S. Stoner 08-19-93: CTI representative inspected deck nailing on above project. Nailing and strapping as per Diaphragm Schedule on Drawing PB 52 .2, with the exception of purli-n to top plate i connection along A & K line walls. Simpson ST6224 straps need to be installed per. details 7, 10 & 14/S8.2 prior to commencement of roof work. i Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. f f. If there are any further questions regarding this matter , please do not hesitate to contact this office. r Respectfully submitted, CARLSON TESTING, IN l 1 u, l Douglas W. Leach President SS/amk cc: Forum Properties Inc. S D Deacon Corporation i MacKenzie/Saito & Associates City of Tigard KPFF i C i t c t t r'� Construction Inspection & Related Tests Carlson 'Vesting, Ince P.O.Box 23814 Tigard,Oregon 97281 August 19, 1993 Phone(503)684-3460 FAX#684-0954 #CP-8557 9 FIELD INSPECTION REPORT DATES COVERED: August 19, 1993 PROJECT: Synektron ADDN.ESS: 10500 ST; Nimbus Ave. Tigard, OR k INSPECTOR: J. Bryant #586 08•-3.9-93: CTI representative monitored the pouring of 4 cubic yards of concrete from Lonestar Northwest (mix #0225, 3000 PSI, 3/4" aggregate) at west side pedestals for sono tube columns. i. All rebar was placed in compliance with job specifications. Cast one set of four test cylinders during placement of concrete. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, IN Douglas W. Leach President JB/Cat cc: Forum Properties, Inc . S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF i AL l b;l 1, li' Construction Inspection 6?Related'T to pec es Y , Carlson 'Testing, Inc. 6 X 12 CONCRETE P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: ASTM C?n — FAX#i 684-0954 Date Molded: 08/19 __, 19 �4 { Job No.__ CP-8557 Permit No: Client: . FORUM PROPERTIES IN(. _ --- -- i Project: SYNEKTRON -- ---,.-__-- -------T____� 4w Address: 10500 SW NIMBUS AVENUE TIGARD OR _ �— Contractor: S D DEACON Sub Contractor: j j Concrete Supplier- (-ONESTAR NORTHWEST Truck No.—__1nK, _ —Ticket No. 126999-15 i Cast By: — .7 . BRYt,NT Cu.Yds.._ 4 Load No.1- Weather: _�_ RAIN Temp.High: f�1 _—__Temp.Low: (' ) Location of Placemont PEDESTALS FOR SUANA COLI IMNS — WEST SIM i _. Test Time Concrete Temp:.____ Strength Requirement: 2,000 PSI @ _'S—days Slump ? v Cement Type I + Mix No./No.Sacks__-_ 0125 Air Content Max.Aggregate 3/4 Admix.Amount: ___Brand• __ Admix.Am unt: Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 2? , i 0 82,720 2930 34 'r. 1232 08/23 09/0: 28 .27 12'32' 08/23 09/16 _8 . 27 - �3 -- 1232 _ 08/23 09/16 8 .27 Remarks: �_C:S D DEACON CORPORATION _ _. KP F! MAr_KENZIE/SAITO & ASSOCIATES Y CITY Or- TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. .r F + I 1'• -- _ F - Construction Inspection d Related Teats Carlson Testing, Inc;. REPORT OF 6 X 12 CONCRETEP.O.Box 23814 Y—_ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM 0172 Method of Testing: _._ASTtil r"In _ FAX#684-0954 Date Molded: _ 0sa/1? _19 92 Job No. CP- B -'5� Permit No: - —_ Client. FORUM PROPERTIES INC s --- ----------- -- .j SYNEKTRON q Project: — -- ------_.—__ ------- • Address: - 10500 SW NIMBI_lc AVENUE TIGARD OR k Contractor S D DEACON Sub Contractor: _ Concrete Supplier: L ONESTAR NORTHWEST Truck No. 1 i 1 -- _._______,_..Ticket No Cast By. _-- J . BRYANT Cu.Yds.-- 1—._-.----_____—__Load No. -----------.-----_- r Weather: RA I N �._ ,— Temp.High: st 1 Temp.Low:._ F LocationoiPlacement PEDESTALS FOR ` UAr•I(1 COLI_IMNS - WEST STDF _ Test Time 1 '?F, Concrete Temp: 7h _ Strength Requirement: ?OOQ PSI @ - days Slump Cement Type T _ ' Mix No./No.Sacks 02 �' 2._ —Air Content Max.Aggregate �' 4 Admix.Amount: Brand Admix.Am unt:— —Brand: Set I Test @ Days Number Date Date Unit - Tctal Area Unit- Report` No. Recd Test wt. Load PSI No. E32,720 2930 34 14 1232 OR/2'3 0 9/e)21 108,290 F{ .27 1 3830 35 21? 1232 OB/23 09/16 _3 .27 f 0812? 09/16 217 ti Remarks: cc :S D DEACON CORPORATION KPFF t MACKENZIF/SATTO & ASc;OCIATES s CITY OF TIGAFT Information contained herein is not to be reproduced,except in full.without prior authorization from this office. °r 4 t 7MIT xa, ` '. Construction Inspection( Related Testa Carlsc:n Testing, Inc:. P.O. Box 23814 REPORT OF 6 Y, 12 CONCRETE TEST SPECIMENS_ Tigard,Oregon 97281 — Phone(503)684-3460 Method of Sampling: ASTM C17:' Method of Testing: ASTM C39 FAX H 684-0954 t 08/19 93 (p F3r57 r Date Molded: _, 19 Job No. Permit No: ----- ------------------- t Client: FORUM PROPERTIES INC — -- ------ Project: ---- SYNEKTRON ---- ---- + — — Address: 10 r-', ',W NIMB'•JS AVENUE TIGARD OR ---- ti Contractor: — S D DEACON Sub Contractor: — ---- 15998-15 , � Concrete Supplier. Cast By: LONESTAR NORTHWEST _ Truck No. 1np —TiuketNo..— J . BRYANT Cu.Yds._ Load No.1 _ — `t lF'i Weather' _— PAIN — Temp.High:__ Temp.Low: a Location otPlacement: rEDESTALS FOR SUANA COLUMNS — WEST SIDE 7C 7; Teat Time 1 ------Concrete Temp:_ Strength Requirement: 3000 PSI@8 days Slump—��-----. Cement Type -- '+F,Fr Mix No./No.Sacks 0225 .—Air ContentMax.Aggregate 3/4 - t Admix.Amount __ Brand Admix.Amount: Brand:—�--- --- Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. — -— Load PSI _ No. ? — 1?32 08/2? 08/2! -- 8'2,720 2930 34 � ,7 fr 14 1232 08/ti3 09/02 108,290 '8 .27 3830 35_ 124,660 27 4410 4.1 8 123? 08/2' 0'?/1! _— ------- . ;>S 12?? 08/23 09/1! 121,990 -28 27 4320 41 + Remarks: cc"S D DEACON CORPORATION — _.__ KPFF MACKENZIF/SAITO 1.t, ASSOCIATES CITY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this ofliue. Construction Inspection N Retateci-tests Carlson Testing, Inc. P.O.Box 23814 REPORT OFX 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 --- — Phone(503)684-3460 Method of Sampling: ASTM C1.72 Method of Test;ng: ASTM C�`? FAX#684-0954 P 9� Date Molded: 08/18 —, 19 93 Job No. CP-855? Permit No: --- --- ------- -- i FORUM PROPERTIES INC — "--_- Client - I 1 I Project: YNEA'TRON _- 10500 SW NIMBUS AVENGE T.ICSARD OR Address: _— Contractor: --l-L D DEACON _Sub Contra. tor: - ti �/'`' ---Ticket No. Concrete Supplier: LONE,-;TAR NORT.HhJE:T _ Truck No. ------------ _ t — H, P. MURPHY Cu.Yds. 10 _—Load No. Cost By: 1 --- Tem Low: Weather: _ S INN Temp.High: f6P• LOADING DOCK WALLS, DETAIL 5/58.1 2-#4H, T & B, #4 0 1 'D" O•C Location of Placement: . j i - 1 :15 -?8 --- - Test Time _. _—Concrete Temp: _ f Strength Requirement: _ �?{�00 PSI @ `�� days Slump 4 1/� _Cement Type—_.------- -. 3,1 Mix No./No.Sacks—_.--- 022Air Content .—Max.Aggregate—{ 4 5 -- Admix.Amoi t:___Brand_ Brand'- Admix.Amount: Brand: -- Set Test @ Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt.___ Load Area pgi No. 71185 08/1�? _OSS'_ 71,230 7S �'.' 2520 33 - - - 66,385 -,-r 2350 33 T i 1185 08/1 08./2! - -___ _--- - R. 1185 Oil/19 0 /1. 2F.2.-'" 11 t?5 Ori/1%? 09/1 - --- - �''�.27 �� -r HOL D (185 08./1 q ------ I Remarks: cc:S D DEACON CORPORA T - - MACKENZIE/SAITOR ASSOCIATES - G Information contained herein is not to be reproduced,except in full,without prior authorization from this office. fi° f Construction Inspection d Related Tests , Carlson Testing, Inc. P.O.Box 23814 REPORT OF C X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 i Phone(503)684-3460 Method of Sampling: — ASTM 01.72 Method of Testing: ASTM C39 FAX#684-0954 ' Date Molded: 19 23 Job No. c-P—'SS`'7 Permit No: Client: _ FORt/M PROPFR T I ES INC Project: — S YNEK TRON Address: 1O5t'f0 S&/ NIMRt/S 4VEW/E T.IGARD OR _� _-- -- ---— Contractor: S D DEACON _Sub Contractor: Concrete Supplier: !•ONE `'TAR NOR THd,lES T Truck No. 3r~r' —___Ticket No. Cast By: _H, P. MURPHY _Cu.Yds. 10 Load No. 1 - t SUNNY Weather: _ Temp.High: Rf'— Temp.Low: l ocation of Placement: LOADING .POCK lAIAI_L S, OFTAIL 5/59. 1 2--#4H, T & R, #4 @ 1 '0" O.C. _ t Test Time 1 ' 1 _r—_Concrete Temp: .78 Strength Requirement: _.-_.._._ `?t�t�t� —_� -- PSI Cad ` ___days Slump 112" Cement Type f Mix No./No.Sacks --_ 0225 _ __Air Content__._._____.—__ -- _Max.Aggregate— 3/4 �— Admix.Arnount:--__..._._— ----Brand — Admix.Amount:- -_Brand: _— 'c Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load PSI No. -- -- -- 71,230 ;')8, -);7 2520 33 — T 118-1; 170./1 7 Ott,/`? _----- - — R 7 1105 09/1`•7 Ott/2._ 66,.385 ��0 ,7 2350 33 � 29 1195 00/1 09/1_ 107,950 R. 2 7 3820 38 -- — — – 9 1195 09/19 09/1_ 104,290 29.21.7 3690 38 HOL D 28 1105 179/19 09/15 106,720 29.2"7 3780 38 :.i Remarks: –cc: Q QEACON CORPORATIONkF'rF _ MACVFNZIE./SAI TO & ASSOCIATES _ nF T TG'A n - --- — --- J Information contained herein is not to be reproduced,except in full,without prior authorization from this office. -71 INSPECTION MICH City of Tigard Building Department 13125 611 Hall Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Pho/� ne)s 639-4✓175 Business Phone: 639-4171 Inspection: _)< qh < 0 ^� Footing Plbg. Underelab Mach. Rough-in Appr/Sdwlk Found. Ylbg. Top Out Gas Line FINALS Post/Beam Struct. San. Bower Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor LWator�[Line Gyp. Bd. -Mach. 4� Date Requestod s 1 IU ( V - Time a AM s PM , Address Y� J ��Y.l.ls C� �V Permit #1 Builders �`� co41 ` THE FOLLOWING GJRRECTIONS ARE REQUIRED: w i Inspectors_ Dates' _APPROVED DISAPPROVED _ APPROVED SUBJECT TO ABOVE Call For Reinap. mr j 1 G i r ak�li,wl�+rc�w+w.,....:. - _ ... ...sr �z � ,•y W{. �. ..w................ ,,.,..r.v.rw......n.uM.....__ ._.a._.....,.:,we > t Construction Inspection do Related Tests Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97281 August 13, 1993 Phone(503)684-3460 #CP-8557 FAX N 684-0954 FIELD INSPECTION REPORT DATES COVERED: August 12, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: L. Warfield #601 08-12-93: CTI representative inspected rebar in loading dock footing on east side of building. Rebar conforms to structural prints. Concrete was placed in same location and mechanically vibrated. Quality control testing was performed and one set of five cylinders cast. Concrete was placed in rat slabs at footings 1B, 1B.5 and 1D.5. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please j do not hesitate to contact this office. { Respectfully submitted, C O Vr,ESrIN , INC. �1 Do as W. Leach P ident 3 LWi llo cc: Forum Properties, Inc. r' S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF x�. .. - i.pM�.rY�AN:xa!Yw�.�wAk+M►ei+4wwiF.,.+w.,,,.«.,,.... _,........ ... ... .. .,. ..:.o:..... .�......... a ... .. _...:�MIMNbt. INSPECTION NOTICE City of Tigard Building Department 13125 M Ball Blvd. Tigard, Oregon 97223 Inspection Lina (Roc-O-Phone): 639-4173 Business Phone: 639-4171 Inspection: �tfiY X-ll Tooting Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out pas Line FINAL: Pcet/Beam Struct. Ban. Sewer Framing -Bldg. Post/Beam Mech. train Drain Insulation -Plumb. Plbq. Underfloor Water Line r eyp Moch, Uate Requestods' 1 -1-3 �/` 7 ' TLae: _X".AN PH Addrewss lo'-w N1Wsta(Y Permit f:`��I Builders THE FOLLOWING CORRECTIONS ARE REQUIRED: I C i I i Inspectors L / Date:-CZE=Z_ APPROVED DISAPPROVED X APPROVED SUBJECT TO ABOVE LCall Forr7R`e'i'nsp. �. r Construction Inspection .1i Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX#684-0954 August 12, 1993 #CP-8557 FIELD INSPECTION REPORT DATES COVERED: August 10, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: E. Day #584 08-10-93: Clarification of CTI report from 8-5-93. CTI rep. has spoken to structural engineer (Julie Florence/MacKenzie Saito Engineering) . The change in weld size on glu lam bucket for columns 5A and 5C was approved by Julie Florence and noted on reworked shop drawings used for inspections. Changes were initialed JAF. Drawings were a photo copy. The red line reworking by structural engineer was not readily apparent. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submit ed, CARLS0 TESTING I Douglas W. each President ED/cat cc: Forum Properties, Inc . S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF ,1r iL y :t ur a,. rr i Construction Inspection & Related Tests Carlson Testing, Inc. }, P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 August 12, 1993 FAX#604-0954 #CP-8557 FIELD INSPECTION REPORT r DATES COVERED: August. 10, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: C. Carmien #574 08-10-93: CTI representative performed visual inspection of previously rejected tilt panel corner connection welds at roof level, grid lines A-6 and E-1. The welds inspected now conform to AWS D1 . 1 and the structural blueprints. It should be _ noted in report of 8-9-93 and B-10-93, grid line A/6 was identified as A/7 . This completes tilt panel welding inspection at this location. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSO9 TESTIN , INC. Do g Wa W Leach President CC/cat d cc: Forum Properties, Inc. S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF LI «.........u,«.....n...,.._....«w,.,gnw.,.e.w..,e »......_. �.,._. ...,.-e.,...mua... ...nrnmr.,..,....may....wn u,.,.........»_....... ._.,,. ..._....,..,, ,.nw. i If t Construction Inspection 6F Related Tests "?' 4 Carlson Testing, Inc. S y P.O.Box 23814 r?'" REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 - Phone(503)684-3460 Method of Sampling: _ ASTM C172 Method of Testing: ASTM C39 FAX N 684-0954 I 1 08/12 Date Molded: .19 Job No.- Permit Na --_ FORUM PROPERTIES INC Client: SYNEKTRON --- – , Project: - Address: 10500 SW NIMBUS AVENUE T I GARD OR L, ontractor; �. S D DEACON Sub Contractor: 964126023 Concrete Supplier. LONESTAR NORTHWEST Truck No._ -Ticket No. I L . WARFIELD Cu. de. 4 '�' Load tlo. _— - Cast By: -� �— SIJNNY65Weathe - � Weather: Temp.High: 7A Temp.Low: �. .; f_OADING DOCK FOOTING Location of Placement: " -- _- 3:45 74 Test Time -_Concrete Temp:___. - -- 300028 11 T ----- Srrength Requirement: ___— —PSI @ days Slump —Cement Type0225 _ Mix No./No.Sacks Air Content Max.Aggregate Admix.Amount: _ Brand_ _Admix.Am unt: _Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. A 7 1076 08/1 i 08/1C 84,895 ?8 27 3000 29 . H 7 107 08/13 08/1 . 85,216 28 .27 3020 29 - }� 107F, 08/1 04!0 133,620 2.8 ..27 4730 37 n 2f3 1076 08/13 09/OC 125,610 28 .27 4450 37 HOLO) 78 1076 08/13 09/09 132,040 29 .27 4670 37 Remarks: cc:S D DEACON CORPORATION KPFF MACKENZIE/'F.AITO R ASSOCIATES CITY OF TIGARD ---- -- - -- - Information contained herein is not to be reproduced,except in full,without prior authorization from mis office. 1 c� ��r�+�k }1 Construction Inspecttion Related Tests Carlson Testing, Inc, P.O.Box 23814 b X 12 CONCRETE — Tigard,Oregon 97281 REPORT OF ?EST SPECIMENS � r ASTM C 1 72 ASTM C 39 Phone(503)684-3460 Method of Sampling: Method of Testing: _— FAX N 684-0954 i ��8/i? C_P__R557 I Bate Molded: ___--, 19-- Job No. Permit No: I Client: __ FORUM PROPERTIF�, INC -- — ._--- --_ — --- SYNEKTRON i Project: — --- — -----_--__._�----- -- I � Address: 10500 SW NTt,18US AVENUE T I GARD OR — I 5 D DEACONI Contractor: __—Sub Contractor: LONFSTAR NORTHWEST 9F.4 126023 Concrete Supplier: ._ -- Truck No.. — _—Ticket No. Cast By: F hJARF I ELD Cu.Yds....____. 4 - ._-w— Load No.�_---_ SUNNY Weather: _ —_ Temp High:_—_—__-__Temp.Low: t_OADING DOCK FOOTING Location of Placement: ------- -- -- - 74 Test Time. —____Concrete Temp: 1000 T , Strength Regiiirement: ._ _. __— PSI @ _—days Slump --Cement Type 022.5 q Mix No./No.Sacks---------- --Air Content----- ______- ---------Max.Aggregate_ j A.dmlx.Amount:— Brand_ —. ^Admix.Amount:__ Brand. _ I Set Test(w Register Date Date Unit Tota! Area Unit Report i No. Days Number Rec'd Test wt. Load PSI No. + A 7 107(-, OA/1? 04/1 C 84,895 29 .27 3000 29 R7 1076 08/13 08/1 28 .27 85,21,6 _ 3020 _ 29 C 28 107(, OR/13 014./OC 28 .27 1t 2s3 107F, OR/I 0v/O 28 .27 HOLD 1076, 08/13 28 .2.7 Hemarrks __..�c:S D DEACON CORPORATION KPFF _- MACKENZTF/SATTO X ASSOCIATES CITY OF TIGARD InformHtion contained herein is riot to be reproduced,except in full,without prior authorization from this office. Construction Inspection & Related Tests Carlson Testing, Inc. 11.0.Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 August 11, 1993 FAX 8684-0954 #CP-8557 SHOP INSPECTION @ Fisher Fabrication DATES COVERED: August 9, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR � INSPECTOR: E. Day #584 08-09-93: CTI representative visited Fisher. F?brication. Visual inspection of welds installed on the following tube steel columns reveals sound welds generally conforming to shop drawings and specifications: 5G (2 ea. ) , 4E, 4G, 4H, 4K and 4F. Our reports pertain to the miteri.al tested/inspected only. Information contained herein ie not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, C SO TESTIN�C/� INC. O Dou as W. Leach President E ED/cat F cc: Forum Properties, Inc. 0 S D Deacon. Corporation Mac ken%ie/Saito & Associates i City rf Tigard KYrk ' 1 i .,M wur•-.-.. ..-.. _ ..:,i:, ......., ,.... m:-rtwartvAYX?RYA,7PWiv�:n!M+•xn.Iw'fNVr(^wxua'aF.\.,. .. - ;.. .f;::i(•�P'tnr•V,..,*MK ]fRl4br T ' M t �� r 5 Construction Inspection & Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 August 10, 1993 FAX 0 684-0954 #CP-8557 FIELD INSPECTION REPORT DATES COVERED: August 4 & 9, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: C. Carmien #574 08-04-93: CTI representative performed visual inspection of lower butterfly and corner connection along the north wall, grid lines 6/C-E, 7/E-K and K/7-1 . The welds inspected conformed to AWS D1. 1 and the structural blueprints . 08-09-93: CTI representative performed visual inspection of field welds on tilt panel to tilt panel butterfly and corner connections; tilt panel to foundation; and glu lane bucket to tilt panel connection welds foundation to roof level grid lines A-K/1-7 . i With two exceptioub, the welds inspected conformed to AWS D1 . 1, the structural blueprints and SK drawings. On the top corner connection at grid line A/7, the east weld had f cracked; on the top corner connection at grid line E/1., the east weld had cracked. S.D. Deacon personnel were informed of these connections for repair. i Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CA, SONTESTI , INC. rr QQ � Dougla W. Leach. President CC/cat cc: Forum Properties, Inc. S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF Construction Inspection & Related Tests41 Carlson Testing, Inc. ° �+ P.U. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 August 9, 1993 ;�. .,...�"` FAX fl 684-0954 #CP-8557 SHOP INSPECTION @ Fisher Fabrication DATES COVERED: August 6, 1993 t PROJECT: Synektron , ADDRESS: 1.0500 SW Nimbus Ave. Tigard, OR INSPECTOR: E. Day #584 08-06-93: CTI representative visited Fisher Fabrication and performed inspection on the following: Visual inspection of welds installed on the following structural steel members reveals sound welds generally in conformance with shop drawings and specifications . Tube steel columns 4A, 4B, 4C, 4D, 4F Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. I If there are any further questions regarding this matter , please do not hesitate to contact this office. i i Respectfully submitted, CARLSON TESTIN', C. Douglas W. Leach t President ED/cat cc: Forum Properties, Inc. S D Deacon Corporation Mackenzie/Saito & Assoc-ates r; City of Tigard KPFF i i' M MGM Construction Inspection A Related Tests Carlson Testing, Inca y N.O. Box 23814 Tigard.Oregon 97281 August 5, 1993 Phone(503)684-3460 #CP—8 5 5 7 FAX k 684-0954 FIELD INSPECTION REPORT/SHOP INSPECTION @ Fisher Fabrication DATES COVERED: August 5, 1993 • PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: E. Day #584 08-05-93: CTI representative arrived on jobsite 1:.o perform weld inspection. Red Frost had just begun welding tilt-up wall panel butterfly connections . General contractor will reschedule weld inspection at jobsite. Visited Fisher Fabrication in Estacada, OR. live each tube steel ` columns were welded for Synektron project. Visually inspected these columns, part no. 5A (4 ea. ) and part no. 5C. Welding was found to be of sound quality and generally in conformance with shop drawings and specifications . One note: weld size on glu lam bucket vertical plates to cap plate has been changed from 5/16" to 1/411 . Drawings were not engineer stamped. It is unclear to this inspector if this is an approved change. Our reports pertain to the material tested/inspected only. information contained herein is not to be reproduced, except in �+ full, without prior authorization from this office. If. there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARESQ TESTI G, INC. Po�, las W Leach P sident ED/cat a cc: Forum Properties, Inc . S D Deacon Corporation r Mackenzie/Saito & Associates w City of Tigard KPFF 'z 4 1. .........._ .... ...i..,iv. ....,. ,..,..... .. .,.-..,w.,a....,..... .,..,w+.wAw..nwifiwW+w1M4'PMiRINII1'4. 11 1 94 ' r; G;5 y hti r r• Construction Inspection & Related Tests Carlson Testing, Inc. P 1 I P.O. Box 23014 July 3 0, 19 9 3 Tigard,Oregon 97281 Y Phone(503)684-3460 #CP-8557 FAX#684-0954 FIELD INSPECTION REPORT i DATES COVERED: July 27, 1993 + PROJECT: Synektron ADDRESS: 10500 S% Nimbus Ave. Tigard, OR f " INSPECTOR: J. Bryant #586 i 07-27-93: CTI representative monitored the pouring of 80 cubic yards of concrete (Lonestar's mix 0540, 4000 PSI/3000 PSI at 3 days, with 3/4" aggregate) in tilt-up panels 1, 3, 9, 20, 25, 34, 38 & 39 . All rebar placed in above panels was placed in compliance with job specifications. Cast one set of four test cylinders during placement of concrete. I Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please r do not hesitate to contact this office. Respectfully submitted, W 1. yy CA LLSO TESINC. Douglas Leach President If' JB/cat f cc: Forum Properties, Inc. I� S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF f; r 1 ._.• +tik4{: :;4..�itfe^riWgk+lh'VtAYRq('•4'9fi4t,�.la6AYwW"";,'.; ,. .,•. , Construction Inspection & Related Tests Carlson Testing, Inc. A P.O. Box 23814 T Tigard,Oregon 97281 July 29, 1993 Phone(503)684-3460 siS #CP-8557 FAX#684-0954 FIELD INSPECTION REPORT DATES COVERED: July 28, 1993 PROJECT: Synektr-on ' ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: L. Warfield #601 37-28-93: CTI representative inspected rebar in C-1 footing. Rebar conforms to structural prints. Concrete was placed in same ' and mechanically vibrated. Cast one set of five cylinders . Mix #0540 (5000 PSI) was used. No discrepancies were noted. ;f Our reports pertain to the material tested/inspected only. I Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, CARLSON1TESTTI C I . I Douglas W,. Leach President LW/cat E. cc: Forum Properties, Inc. S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF r i I k E r Construction Inspection&Related'Tests Carlson Testing, Inc. 6 X 12 CONCRETE P.O. Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 _- ASTM C 17 ' p�, r� r Phone(503)684-3460 Method of Sampling: _ Method of Testing: FAX#684-0954 i 07/28 Date Molded: _ 19 _.M_ Job No. Permit No: - -------- --- FORUM FROPERTIE`, Jr!( — Client: _-- - ----- — — i SYNEI TPON Project: -- — -- - _—�- 10500 c,t) NIMBUS AVENUE. TIGARD OR ,r Address: — s D DEACONContractor: _Sub Contractor: LONESTAR NORTHWEST 41 1.17u61 Concrete Supplier: Truck No._ Ticket No. L . WARFIELD 1 Cast By: —. --Cu.Yds.— Load No. PAIN 74 7� Weather: Ten o.High: .—_Temp.Low: 7001ING C/1 Location of Placement: - --- -- 12 �pt Test Time-- Concrete Temp. --- $000 Strength Requirement: — PSI @ days Slump _�_Cement Type Mix No./No.Sacks —_____—_ Air Content_—__ Max.Aggregate Admix.Amount:--. Brand __ Admix.Amount: __.-_Brand: — Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt_ _ Load PSI No. 1 z 0856 0713 0s3/of 2R 27 160,310 5670 21 i R -7 0856 0-;"/?C 08/0 158,312 - 5600 21 r 29 0996 07/3C 0812 28 2-7 l 193,560 6850 32 i.. 0856 07/33 0812 28 .27 184,180 6520 32 HOLE 78 0856 07 3 08/25 187,290 28 .2 6630 32 fi cr_ 'S 0 DEACON CORPORATION I:r'F-F Remarks: – ------ -- — — A_ /S0 .._ CITY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. E r • Construction Inspection&Related Tests Carlson Testing, Inc. 6 Y 12 CONCRETE P.O.Box 23814 REPORT OF SPECIMENS Tigard,Oregon 97281 ASTM 0172 ASTM C3 I? Phone(503)684-3460 Method of Sampling: Method of Testing: FAX#684-0954 Date Molded: _119 Job No. Permit No: Client: FORUM PPOrERTIES IN!(" SYNEKTRON Project: 10500 NIMLRUI� AVEMIJE 'ric-,�RD OR Address: . S D DEACON! Contractor. Sub Contractor: LCINITSTAr\ NOrTHWEF*-T 117C'61 Concrete Supplier: Truck No. Ticket No. L . WARFIELD Cast By: Cu.Yds. Load No. F I r Weather: Temp,High: Temp.Low: FOOTING C./I Location of Placement: Test Time Concrete Temp: 28 Strength Requirement: Ti9199 3 N 1 PA." 1 PSI @___ days Slump Cement Type 0540 Mix No./No.Sacks Air Content Max.Aggregate. Admix.Amou Brand ----Admix.Amount: Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test wt. Load PSI No. 7 0856 07/3C 08/0,1 28 .27 160,310 5670 21 13 -7 085,6 07/3r 08/01 -7 158,312 5600 21 28 0856 07/3C 01312 28 .277 28 0856. 07!3 oe/2128 . - HOLF 0856 07/3c 2P .27 Remarks: cc:s D nEACON! CORPORATION KrFr & t)ssocIATE,; CITY OF TIGAr,D Information contained herein is not to be re,)roduced,except in full,without prior authorization from this office. ............... ........ Constvuction Inspection Related Test., �z ` L Carlson Testing, Inc. P.O.Box 23814 1 "o _ REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 - - Phone(503)684-3460 ASTM 0172 Ac-TM C39 FAX N684-0954 Method of Sampling: Method of Testing: — •''-4•' 07/'2719 Job No._ CP_8557 Permit Na Date Molded: I Client: FORUM PROFIERTTEC, INC Project: 5YNEKTRON — Address: — 10500 SI-I NIMBUS AVENUE TIGARD OR Contractor: `-`' D DEACON Sub Contractor: -- n,�:-, 117,3 iia-15 .. Concrete Supplier: LONESTAR NORTHWEST Truck No.___.-_ _—Ticket No. .3 . BRYANT Cu.Yds._ 80 Load No. Cast By: ---- ': UNNY Tem g� Tamp.Low: 4G Weather. _. -- p'High: TILT-UP PANELS 1 , 3 , 9 , 20 , 25 , 34 , 38 , 39 Location of Placement: II Teat Time g 40 Concrete Temp: 7 ---- 4000 'B ' T 1Strength Requirement: __._. PSI @ days Slump Cement Type_ -- -T1�3�fiYS l , i 0540 Mix N,,)./No.Sacks_ ,___ _Air Content_ —__ _Max.Aggregate Admix.Amount:. _ Brand -- Admix Amount: Brand:— --- Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test %,Vt. Load PSI No. - - i �i 091 7 07131 07/3 106,860 ?9 .2:7 3780 15 0817 07/-{1 09/0. _ _ 135,240 28 .27 4790 17 _ 29 .27 0817 07/31 09/2 - 166,900 _ 5910 31 —_ s 0817 07/31 08/2 163,020 2R •27 5770 31 HOLD 28 0817 07/31 08.12,4 167,410 28 .27 5920 31 Remarks: cc:`-'' D DEACON CORPORA,f I ON _ KPFF t MACKENZ.IE/SAITO R ASSOCIATE -. CITY OF TIG_,ARD -- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. i 70 AAA ,I w, . . ;;�!IDrlkMifAt�",MMMdY�•• �tY1?"�t., ''."4�YPP,'-"" '�115'?'� �fkt!�' n'.' M'1K '�'' 7Mi46'''.�f!.,f'" • ,,'..' • .....tN�P•Iia9NR51Fb*YSNWKIOl4C,RMbrgWlwy .4i �76�. •l•� Construction Inspection. Related Tests Carlson Testing, Inc. ( P.O.Sox 23814 REPORT OF '`' X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C1 72 Method of Testing: _.___. ASTM C?c? FAX#684-0954 07/27 CP Date Molded: ,19— �� Job No. � ,57 Permit No: Client: F.,nRt_IM PROF'EPTTEF, TNC - Project: �YNEKTRON 1 OF,nr� F,I,I r!I MBUF• Address: AVENUE T I GARD OR d __._ — -- �-�- D DEACON Sub Contractor: Contractor: _ ---� Concrete Supplier: . L ONE=TAR N-RTHW _,T Truck No. Ticket No. 1 . BRYANT 90 Cast By: :__ Cu.Yds. -- Load No. SUNNY8? Weather: Temp.High: Temp.Low: TTI.T-VP rANELS 1 , 9 , 20 , 2'3 '4 , '8 , ?? Location of Placement: _ `r ; Teat Time 4 0 Concrete Tamp: 7 f� T n n Strength Requirement: _ 4000 _ PSI @ _ days SlumpCement Type w 040 '3,14 4 . Mix No./No.Sacks _ ---Air Content —_Max.Aggregate -----_— Admix.Amount: ---Brand Admix.Am( Brand: — Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt Load PSI No. 1 0817 07/-'1 07 1'21 106,860 29 .27 3780 _15__ 7 0017 07/?1 08/0 28 .27 135,24U 4790_ 17___ 2e 0817 07/31 nf3/?' 28 .27 0817 07/31 0 8 1421 28 .27 Ii0�l () 0817 07/?1 28 .27 Remarks: cc D DEACON CORF'ORATTON �— -- !111' F -----_`--- _^� MACKENZ_IE/SAITO & ASSOCIATEF CITY Cr TIGARD Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. •w+.r....... 9 -... rw�,,,.-.._..-..w.w.... .._...._ •..,.N.. %wYIFv1{�M1NF\'L�IR4VlMla'r _,....-... �1{71 (, ....,.,.,...,...,.. ....... ....,.:,,_r,.... ... .._ ..,......... .. ....__ ,..._ .......vuw 'fir-'L` Construction Inspection Related Tes Carlson Testing, Inc. �4 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O. Box on 97 -___- _ Tigard,Oregon 97281 Phone(503)684-346C Method of Sampling: ASTM C1 72Method of Testing: ASTM C39 FAX#684-0954 Date Molded: 07/27 ,19 �� Job No. CP--8557 Permit No: ---—- Client: FORUM PROPERTIES INC 4 - Protect: SYNEKTRON Address: ._ 10500 SW NIMBUS AVE�IUE TTGARD OR S D DEACON Contractor: . _Sub Contractor:_ - L.ONESTAR NORTHWEST 042 1178'G-1� Concrete Supplier: Truck No. Ticket No. r � ? ., BRYANT R0 3 Cast By: .— Cu.Yds. Load No. ,-I.INNY f33 49 Weather: _. Temp.High: --TempLow: _ T T 1.T-UP PANE[-S 1 , 3 . 9 . 20 , 25 , 34 , 38 Location of Placement: -- -- -- ---- Test Time— _—_Concrete Temp: 4000 ,Q r;1. Strength Requirement. _ , PSI @ days Slump Cement TypeIN LIP y 0540 { Mix No./No.Sacks— Air Content _ Max.Aggregate Admix.Amount:_ _..__ Brend• Admix.Amo unt: .—Brand:— Set Brand:Set Test @ Register Date Date Unit Total Area Unit Report No. I Days Number Rec'd Test Wt. Load PSI No. 4 081? 07/31 07/'31 106,860 28 .27 3780 15 a k 7 0817 07/?1 0R/O 28 .27 28 0817 07/31 09/2 28 .27 29 OPI7 07/31 08/2 28 .27 HOLD 0817 07/31 28 .27 F 1 F Remarks: Cc:`-' D DEACON CORPORATION _ KPFF MACKEN7IE/SAITO & ASSOrTATES. CITY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. r Construction Inspection & Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 July 23, 1993 Phone(503)684-3460 #CP-8557 FAX#684-0954 FIELD INSPECTION REPORT DATES COVERED: July 23, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: J. Bryant #586 I 07-23-93: CTI representative monitored the pouring of 25 cubic y yards of concrete (Lonestar's mix 0441, 4000 PSI, 3/4" aggregate) s in tilt-up panels #4 and 35 . All rebar placed in panels 4 and 35 were placed in compliance with fE{ job specifications . C i Cast one cet of four cylinders during placement of concrete. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, C SON/,TESTING INC. f 1 ` Dgsident W. Leach P r JB/cat i CC: Forum rroperti.es, Inc . S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF c i i 4 k '�., r .N. W. ,� ..•1 m .p- 4ti'►+ ,R t4 •`'4fG• 9, h' , t Construction Inspection Fl Related Tests Carlson Testing, Inc. �;` P.O. Box 23814 fira w, REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 _ Phone(503)684-3460 ° Method of Sampling: ASTM 0172 Method of Testing: ASTM C39 FAX#684-0954 , Date Molded: — 07/2 _19 19 9 3 Job No. CP-8557 Permit No: ----.-____.-- —_.._—�-- Client: ____FORUM PROPERTIES INC Project: _ SYNEKTPON Address: 10500 Sl,W NIMBUS AVENUE TIGARD OR Contractor: S D_DEACON �— — Sub Contractor: LONESTAR NORTHWEST 084 1176,79-1r, t ... Concrete Supplier: —� — Truck No._ — Ti-,ket No. I Cast By: _ J , BRYANT Cu.Yds._ 25 _ L..)ad No. Weather _— 0 V E RC A c T Temp.High: 1. _____Temp.Low: i Location of Placement: TILT—t)P PANELS 4 R q-, i � t Test Time 12: 45 Concrete Temp: Strength Requirement: 4000 FSI @ 28—days Slump ' 1/�_Cement Type T f Mix No./No.Sacks--__ 0441 _Air Content — —Max.Aggregate 3/4 r'. Admix.Amou it- — _Brand: —_ Admix.Amount:_ _ _—._._—Brand: . — Set Test @ Register Date Date Unit Total Area Unit Report ! No. Days Number Recd Test Wt. Load PSI No. 5 0784 07/26 07/29 103,420 28 .27 3660 13 14 0784 07/2 08/0 28 .27 2f� 0784 07/26 08/2 28 .27 28 0784 0 7/2 61 08/20 28 .27 HOLD 0784 07/26 28 .27 Remarks: CC'S, D DEACON CORPORAT I f1N - KPFF c MACKFNZTE/SATTn R ASf.nCIATES C T T Y n F T T G A R n -- _ -- --- ----- _—_� Information container!nerein Is not to be reproduced,except in full,without prior authorization from this office. w I Construction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 ti REPORT OF 6, X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: ASTM C39 — FAX M 684-0954 Date Molded: 07/23 19 93 Job No. CP-8557 Permit No: Y Client: _— FORUM PI-�OPERT-IES INC Proinct __ SYNCKTRON— —_— Address: - 10500 'l,W NIMBUS A'vt JUE TIGARD OR — Contractor: — 5 D DEACON �— Sub Contractor: — Concrete Supplier: LONESTAR NORTHWESTO84 117679-15 Truck No. --TicketNo. Cast By: —_ J • BRYe`,4T _ —Cu.Yds. 25 -- Load Nj. 1 OVERCAST — Temp.High:_ 71 Temp.Low:_ 40 Weather: — — —_ ---- If Location of Placement: TILT–UP PANELS 4 & 35 Test Time 1 21 _4 5 Concrete Temp: Strength Rei, nt .__ 4 000 PSI 0_ :?R R _days Slump. � 1/2 T —Cement Type 0441 A14 Mix No./No.Sacks_ — _Air Content _ ---____—..-..Max.Aggregate— I Admix.Amount:— .Errand:— Admix.Amount: . Brand: _--- Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. i 5 _0784 _ 0712E 07/29 103,420 28 . 27 3660 13 14 07P4 07/26 08/0. 146,150 29 .27 5170 24 f 28 079e 07/26, 08/20 157,190 2.8 .27 5560_ 30 _ 29 0784 07/26 08/2 _- _ 147,810 28 .2.7 5230 30 HOL..D - 28 0784 07/26 08/20 158,420 28 ?7 5610 30 6: Remarks: ___C-y_ D DEB.CLV_.QQLT__nEBT ION ----.—.----- K.P_Fl-_------ MACKEN7TF/SATTO & ASSOCIATES SLI-.Y OF T TGARf� Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 1;, Construction Inspection Related Tests Carlson Vesting, Inc. P.O.Box 23814 1EPORT OF 6 X 12 CONCRETE TEST SPECIM_NS Tigard,Oregon 97281 Phone(503)684-3460 vt(ithod of Sampling: ASTM C172_- Method of festirg: ASTM C39 FAX#684-0954 Date Molded: 07/23__, 19 93 Job No._ CID-P-557 Permit No: _ __..._.._._... EE I` Client. -_ FORUM PROPERTIES INC - f' Project: SYNEKTRON Address: __ 10500 SW NIMBUS AVENUE TT ARD OR _ Contractor: .-__ 5 D DEACON _-__-_F -h Contractor: - - -- 084 117679-15 E Concrete Suvplier: LONE`TAR NORTHWEST _ __ Truck No._- Ticket No. -.-- cast By: _ J . BRYANT -_ ___Cu.Yds. 25 Load No. 1 Weather: -__-- OVERCAST _ - Temp.High: -1 Tomp.Low:_ 40 Location olPlacement: TILT-UN PANELS 4 b 35 _ - Test Time 12:4 5 - Concrete Temp: 61 - �- 40002 _ 4trength Requirement: _ _ - PSI @_ �--days Slump 3 1/2_Cement Type T -314 j.. Mix No./No.Sacks 0441 - Air ContentMax.Aggregate - --- ' Admix.Amount:__-- -Brand' Admix.Amount: -_Brand: --._-- " Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number_ Recd Test _ Wt. _ Load PSI No. - 5 0784 07/26 07128 103,420 28 .27 3660 13 14 0784 07/2 09/0 146,150 28 .27 5170 24 28 0784 07/2.6 08/20 28 .27 j 28 — 0784 07/26 08/20 28 .27 HOLD 0784 07/26 — 28 .27 — — I i Remarks: D DEACON CORPORATION -- MACKENZIE/SAITO & ASSOCIATES _ CTTY nF T T GAR;) -- __ ---------__._____- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. .,;.;,rnHn.,,,�.asMti•Me. e�ti,att�fl4ti+rtrr + r,y:y3,rrw'MI�'MMn�F 5. .... .._.• - 9 ', „yy - ...........t nhblavthuMuer4tMMa1�1 S Construction Inspection .S Related Tests L5+r1; Carlson Testing Inc i.Cy d9�� ,�yr71i;,;5i 4. P.O. Box 23814 Tigard,Oregon 97281 July 22, 19 9 3 Phone(503)684-3460 FAX#684-0954 #CP-8557 FIELD INSPECTION REPORT DATES COVERED: July 21 & 22, 1993 PROJECT: Synektr_on ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: J. Bryant #586 .. 07-21-93: CTI representative arrived at the jobsite and inspected rebar placed in panels 26 thru 33, 5 thru 9, 2, 36 & 37 . Found all rebar was placed in compliance with job specifications. Monitored the pouring of 148 cubic yards of concrete, Lonestar mix 0444, 4000 psi, with 3/4" aggregate at panels 26 thru 33, 2, 36 & 37 . Two sets of 5 etch test. cylinders were molded during the course of concrete placeme,�t. ry 07-22-93: CTI representative arrived at the jobsite and monitored the pouring of 100 cubic yards of concrete, Lonestar mix 0441, 4000 psi, with 3/4 " aggregate in tilt-up panels 6, 7, 8, 10, 12, 16, 18, 21 & 23. " Inspected rebar placed in above mentioned panels and found that all rebar was placed in compliance with job specifications One set of test cylinders were mol-ded during placement of concrete. Our reports pertain to the material Tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, I Dougl W. Leach Presi ent JB/lml cc: Forum Properties, Inc . S D Deacon Corporation i Mackenzie/Saito & Associates City of Tigard KPFF ... .. ,..: w r`� ( H+.Y•:..u'LN4#YMIIRR"A74N`[Miwpq�Miy1F�.1tM0"H,.i. M%nnaiM,Yi:V.TKT+w:uN".ro v.,,.. .:.....w.+nwt;newWrypi V 1 :[jil :.,.,r.ai•MWMC-C.1'�`•4NlM,Thuiw,nM,y.r u.:,....._ .. ......_..... -...,...... .. .. • M Construction Inspection&Related Tests Carlson Testing, Inc. 6 X 12_ CONCRETE TEST SPECIMENS P.O.Box on 97 14 REPORT OF _ — Tigard,Oregon 977.81 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: ASTM -49 — FAX M 684-0954 Date Molded: 07/22 _,19 Job No.___ P 7 Permit No: Client: _ FORUM PROPERT I Ec, INC Project: SYNEKTRON yp, Address: _ 10500 SW NTMBUS AVENUE TIGARD OR _— I Contractor: S D DEACON _ Sub Contractor: Concrete Supplier: _LONESTAR NORTHWEST _ Truck No. 122 — Ticket No. 117542-15 Cast By: J . BRYANT Cu.Yds. 100 Load No. c, i. Weather: OVERCAST/RA T N Temp.High:73 Temp.Low: 42 Location of Placement: TILT PANELS 6 , 7 , R , 1.0 , 12 , 16 , 18 , 21 & 23 — � Test r im,-7: 0 Concrete Temp: 68 40002 '" Strength Requirement: _ _— __..___.__�—__ PSI @ .__ days Slump 1/ Cement Type I __- ;• Mix No./No.Sacks------ 04 41 __...-Air Content-----_.--_.-. ------Max,Aggregate Admix.Amount:— —_Brand Admix.Amount: _Brand: ----- — Set Test n Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. f 6 0743 _ 07/23 07/2 105,200 28 .27 3720 12 14 074? 07/23 09/05 135,340 29 .27 1 4790 23 28 0743 07/23 08/1 . 149,690 28 -27 5300 28 28 0743 07/23 OR/19 150,900 28 .27 5340 28 HOLD 28 0743 07/2_'4 08/19 151,270 28 7 5350 28 i Remarks: cc =5 D DEACON CORPORATION KEEL___ _ — — MACKENZIE/SAITO & ASSnCTATES CTTY OF TTGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. i ftt t P -.•:LTnY:nWrO ryVJ'FAN/YClT7rrJ5i(NN"1'M n.V"..•:•.. .. _ .- v,.•:.,:. .ua'1-n. Construction Inspection Related Tests r, k Carlson Testing, Inc P.O.Box 23814 `IEPORT OF 6 X 12 ChNCRFTE TEST SPECIMENS Tigard,Oregon 97281 _ _. - Phone(503)684-3460 ASTM C172 _- Method of Testing: ASTM �`' FAX p 684-0954 Method of Sampling: -- 07/22 19 93 Job No. CP-8557 Permit No: Date Molded: —. ---- --- ---------_---__.____--- i L i Client: — FORUM PROPERTIES INC — --- — 1 Project: 1F,YNFKTR0N Add.ess: 10500 ShI NiMRfJ`• AVFNUF TIGARD OR Contractor. S D DEACON —Sub Contractor: . Concrete Supplier. — LONESTAR NORTHWESTruck No.T 122 —TicketNo._ 117542--15 _ ---- Cast By. J . BRYANT Cu.Yds. —___._— Load No. OVF_RCAST/RAT N _ Temp.High: 73 Temp.Low: 42 Weather: TILT PANED. Fr , 7 , s� , 10 , 12 , lh , 1R , 21 R 23 i Location of Placement: ' Test Time -Concrete Temp -- - 4000 _PSI @ �O —days Slump --.Cement Type I Strength Requirement Mix No./No.Sacks. 0441--- Air Content _ __ Max.Aggregate Admix.Amount:_ Brand_ ---__Admix.Am ant:-___-- - Brand: — Set Test @ Register Date Date Unit Total #AreaUnit Report No. Days Number— Rec'd Test Wt. LoadPSI No.E, 0741 07/23 07/2 105,200 3720 12 14 0743 07/23 08/05 ----28 .27 — - r 2n 0743 07/23 08/1 . 28 .2.7 -- 28 0743 07/23 09/1 2A .27 a n7 12? 29 27 r HOI_D 074'3 -- -- — — - a . ION Remarks: c;c S D DEAC01�_ Eft tRAT __ --- E- -- MACKFNZTF/SAITO & ASSOCIATF'• —r.E_LIY_ n F T t -- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. t!!qI N fti'+ µr i. .td+ 4r. to yh. y •k„ ji.,i'•ai�'J.-, a'" �r , ":'. Construction.Inspection&Related Tests Carlson Testing, Inc. _ P.O. Box 23814 , d i REPORT OF F' X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: ASTM C39 FAX#684.•0954 Date Molded: 07/22 ' 19 Job No. CP-8557 Permit No: Client. _— FORAM PROPFRTIES INC Project: ._ SYNEKTRON Address: 10500 SW NIMBUS AVENUE TIGARD 0R __� _ i Contractor: _ S D DEACON Sub Contractor: _— i Concrete Supplier: LONESTAR NORTHWEST _ Truck No.---.---------Ticket No. 117c,42-15 — 1 SRYANT 100 Cast By: �--- — Cu.Yds..---- ---— —Load No. d OVERCAST/RATN Weather: __.___— _. Temp.High:___7 �temp.Low: 42 Mi Location of Placement: T T L T PANELS h , 7 , 8 , 10 , .12 , 1 18 , ?1 R ?3 Test Time_�'_c'n Concrete Temp: . F'f2 p O rub Strength Requirement: -_-._.._.__--__ PSI @_ 2R days Slump 3 1/2 ' Cement type 0 4 4 ] ---Max.A re ate _ q/4 Mix No/No.Sacks -____-___.._- Air Content - -- 99 9 --- Admix.Amount._ __ _____- ...__..Brand —____Admix.Amount:_ .—.— Bran Set Test @ Register Date Date Unit Total Area Knit Report No. Days Number Rec'd I Test Wt. Load PSI No. h 0743 07/23 07/2 105,200 28 .27 3720 12 14 0743 07/23 08/0. 135,340 28 ,27 4790 23 28 0743 07/23 08/1 . 28 .27 28 0743 07/23 08/19 28 .27 i HOLD 0743 07/23 1 28 .27 -- Remarks: cc:S D DEACON CORPORAT ION KPFF MACKENZIE/SAITO & ASSOCIATES CTTY OF TTGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. .tMla:9.,.&:nir.;.w arannn.,...,.-.....,u,,,w...h.!t4tpM'EatA64NFwMWasloaraw ..vw ,.r.,:,".,,•. .. — Will, _- f' •p 777 , PA r` Construction Inspection F1 Related Tests � Carlson Testing, Inc. P.O.Box 23814 12 CONCRETE TEST SPECIMENS REPORT OF 6 Y ETE— _ Tigard,Oregon 97281 - - Phone(503)684-3460 Method of Sampling: _ ASTM 0172 — Method of Testing: —. ASTM (--3c) FAX N 684-0954 07/21 CP-8557 Date Molded: — __ 19 Job No.__ Permit No: -- Client: —_ FORUM PROPERTIES INC -- — -- „j M Project: SYNEKTRON _ 10500 SW NIMBUS AVENIIE TIGARD OR Address: _ -- 5 D DEACON Sub Contractor: — Contractor: - o LONESTAR NORTHWEST 11=4 109635-12 Concrete Supplier: Truck No. Ticket No.— �___ r' J . BRYANT 148 1 a Cast By: — Cu.Yds.__ —Load No.-- i OVERCAST/SPRINKLES •-0 41 Weather: _- _.__ Temp.High:__ --__Temp.Low: TILT--UP PANELS 26 THRU 3'; , 2 , 36 & 37 , Location of Placement: — F.6 Test Time 7 35--- Concrete Temp: 4000 29 4 1 /2 T Strength Requirement: pSl @ days Slump --Cement Type 0441 } Mix No./No.Sacks Air Content —___ _Max.Aggregate.___ – �, Admix Amount: _ Brand Admix.Amount: Brand:_— Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 6 0729 07/22 07/2 86,121 28 .27 3050 10 R t 14 0729 07/2 08/011 109,2.10 28 .27 3860 19 t M" 0729 07%2 08/1s3 28 .27 ? <„ 129,500 4580 26 4.`f (. 28 0729 07/2 08/111 132,610_ 28 .27 4690 26 HOL . 0729 07/2 282.7 28 08 r 18 130,400 . 4610 26 Remarks: _ CC:S D DEACON CORPORIN ION KPFF f MACKENZIE/SAITO & ASSOCIATES ' CITY OF TIGARD Information contained herein Is not to be reproduced,except in full,without prior authorizatiun from this office. k" M1 Construction Inspection fl Related Tests cv � Carlson Testing, Inc , fl11fYC P.O.Box 23814 4 ,F REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 x AC�TM C39 ASTM C 172 — Method of Testing: . FAX>«684-09,4 5 Method of Sampling: -- 07/21 `�3 CP-8557 Date Molded: , 19 Job No. Permit No: Client: FORU11 PROPERTIES INC _ SYNEKTRON --- -- Project: — Address: 10500 SlJ NIMRUS AVENUE TIGARD OR S D DEACON --Sub Contractor. --_ __--- - ----- I Contractor: 1nl y1q,n j 1`� Concrete Supplier: LONFSTAR NORTHWEST Concrete Truck No. ticket No..-- J . BRYANT 148 10 Cast By: _— — — Cu.Yds._ --Load No. OVERCAST/SPRINKLES 70 4] Temp.High: _--Temp.Low: Weather: TILT--UP PANELS 26 THRU 33 , 2 , -36 X 37 -_— Location of Placement: —.— — 10. 20 -- _ Test Time Concrete Temp: 4000 I Strength Requirement: -- PSI(o> _.days Slump----- ----Cement Type 0441 Mix No./No.Sack, Air Content._—._ _. _—Max.Aggregate—... _ P. Admix.Amount:—-- Brand-— __ Admix.Amount: ---Brand:-------- Admix. —Brand:_ ---- Set Tes; Re jster I Date Date Unit Total Unit — Report Area PSI No. No. Days Number Recd Test Wt. Load j - I II 6 0730 07/22 07/2 1-10,050 28 -27 3890—_ 11 28 .27 4830 20 14 0730 C'7/2 08/04 136,390 — 28 .27 � 28 0730 07/2 08/1 155,310w 5500 27—_- f' - 28 0730 07/2. 08/1 160,550 28 .27 5680 27 HOLC 28 0730 07/2 08/18 161,2.40 28 . 27 5710 27 c —- --- -- Remarks: c`�S L) DEACON CORPORATION _ KPFF _--` MACKENZIE/SAITO £„ ASSOCIATES CI1Y OF TIGARD .l Information contained herein is cot to be reproduced,except in full,without prior authorization'rom this office. • M.....• Ril^ rT.,..r..... .... ............,,,,..ry#'UM%A9r'YAv:...,.,a...... -....•+a.,.•w...,.:........n.n.,n••ravo Nxrf..Mw ..r.....,,. .. r _........rw�r I k , 5 • Constructcovi Inspection&Related Tests Carlson Testing, Inc. 6 X 12_ CONCRETE P.O.Box 23814 REPORT OF _-- _ TEST SPECIMENS Tigard,Oregon 97261 ASTM C172 ASTM C-30 Phone(503)684-3460 Method of Sampling: _ — Method o1 Testing: _ FAX tf 684-0954 �.k 07/21CP-8557 Date Molded: ______ —.19---" Job No. .._ Permit Na Client: _ FORUM PROPERTIES INC SYNEKTRON Project: --- ----- _ 10500 SlJ NIMBUS AVENIJE TIGARD OR � Address: ----.--- — Contractor:-' D DEACON —_Sub Contractor: _ LONFSTAR NORTI11417•T 1 n1 f397q't-19 r Concrete Supplier: Truck No._ — ___._. Ticket No _ J . BRYANT 1 qrZ 1 0 I Cast By: _— Cu.Yds _-,. __ __ Load No. _ _ OVER�.:AST/S,PRINKL.ES 70 41 f Weather: — _ _ __ Temp.High:..------___Temp.Low: TILT-UP PANELS ?6 THRU 33 , 2 , 36 & 37 Location of Plarement — ----- --------- I 10;20 Test Time_ Concrete Temp:_ �- 40r,0 2H 4 " T ` Strength Requirement: _____________ _____ _ __--r PSI @ days Slump_ Cement Type 01141 3/4 Mix No./No.Sacks--------- ______Air Content—__— __ Max.Aggregate.-- Admlx.Amoun1:—_ _—Brand Admix.Amount: ___— Brand: _ Set Test @ Register Date Date Unit Total Unit Report No. Days Number Recd Test wt. Load Area PSI No. II 6 0730 07/22 07127 110,050 28 .27 3890 .1.1 L4 0730 07/2 08/04 136,390 29 .27 4830 20 i 21`3 0730 07/2 08/1M 29 .2.7 2.8 0730 07/2 08/111 28.27 HOLC 0730 07122 28 .27 i Remarks: cc=S D DEACON CORPORATION KPFF Mf1CKENZIE/SAITO & ASSOCIATES CITY OF TIGARD ti d Information contained herein is not to be reproduced,except in Lull,without prior authorization from this office ' t, ,t i Construction Inspection&Related'rests Carlson Testing, Inc* M1 6 X 12 CONCRE=TE.' P.O.Box 23814 REPORT OF - _ TEST SPECIMENS Tigard,Oregon 972S' Phone(503)684-3.F0 Method M Sampling: AS1 N C17 - Method of Testing: ASTM r?�� FAX#684-095! 07/21 CP-8r_S7 Date Molded: —___ 19._-- Job No. _ Permit No: Client _ SYNEKTRON FORUM PROPERTIES TNC --i- i - - f Project:. --.. 10500 Std NIMBUS AVENUE TIGARD OR Address- Contractor: ddress _ -- --- S D DEACON Sub Contractor:_ Contractor. - - L_ONESTAR NORTHWEST 113 109635 12" � s. Concrete Supplier. Truck No.__ __.-_._.._.-_.__Ticket No._ J . BRYANT 1.48 Cast By. __ -Cu.Yds.__ Load No. i. OVERCAST/SPRINKLES 70 41 Weather: _ Temp.High:_ _____ Temp.Low: _�_--_- IIE-T-LJP PANELS 26 THRLI 33 , 2 , 36 R 37 Location of Placement: - --- — -- _- I i -- -- F, ----- Test Time Concrete Temp: 4000 2 1 /,> T Strength Requirement: - - PSI @ days Slump Cement Type — —_ 0441 Mix No./No.Sacks __ --..--Air Content—.—.—___-—_-_____ Max.Aggregate.____. Admlx.Amount: Brand _ __-Admix.Amount Get Test @ Register Cate Date Unit Total Area Unit Report j No. Days Number Rec'o Test Wt, Load PSI No. I 6 0729 07/2? 07/2. - _ 86,121 2.9 .27 3050 10 i 14 0729 07,•2 08/0109,210 28 .27 3860 19 -_-- - 28 _ 0729 07/2 08/1 _-_ 28 .27 — 2R 0729 07/2 08/1S 28 .27 — �HOI - - 0729 07/2 -- 29 2.7 --, II Remarks: :c::S D DEACON CORPORATION _ KPFF MACKENZIE/SAITO ASSOCIATES CITY OF TIGARD Information contained herein is riot to be reproduced,except in full,without prior authorization from this office. i rYUi1` .. ... -...- ,.,..,..,...,..... ._,., r.e:'1,tv»TGh,W'¢R'A.#hG::Aww...,...+. ....... s.. _.,.,,.a+n.'FN►1+rn.,..,:..c.._.,...._._... ,......»«.,... w."IiM�fiAN4' i};f t Construction Inspection J Related Tests Carlson Testing, Inc. 6 X 12 CONCRETE TEST SPECIMENS P.O. re 23814 fk� iEPORT OF _ Tigard,Oregon 97281 }`, i Phone(503)684-3460 ASTM C172Ac,TM r `' FAX#684-0954 s Vethod of Sampling: — Method of Testing: — —_ 07/21 CP-8557 Date Molded: 19 Job No._ Permit Na FORUM PROPERTIES INC b Client: SYNEKTRON Project: _ I 10500 SW NIMBUS AVENUE TIGARD OR w Address: — — — S D DEACON Contractor: __Sub Contractor: - 9' LONESTAR NORTHWEST 104635--12 1 Concrete Supplier: _ _ Truck No.---_-----_-.Ticket No. _ 1 . BRYANT 14R 1---Cu.Yds.____...__— _ Load No._ Cast By: � - - OVERCAST/EePRLNKLES 7n 41 Temp.High:----------Temp '-ow: Weather:ther: T T I-T--UP PANELS 26 THRU 33 , 2 , 36 & 37 Location of Placement: 7 i _ — Test Time Concrete Temp:—�-- -.— — 4000 4 1/?" T Strength Requirement PSI @ —days Slump_____-__--Cement Type 0441 {/4 Mix No./No.Sacks ___ Air Content __-_-- ____Max.Aggregate Admix.Amount:— __... ----_--____- Brand'. _—_ _Admix.Amount:- _—_._ _Band: Set Test(u) Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I h 072'-) 07!24 07127 86,121 28 .27 3050 10 14 0729 07/2 08/0 28 .27 R 0729 07/2OB/Ift 28 .27 28 0729 07/2 08/1T 28 ,27 HOLT 0729 07/2 28 2.7 Remarks: cc:S D DEACON CORPORATION _--- KPFF ----- —_ MACKENZIE/SAII & ASSOCIATES CITY OF TIGARD t Information contained herein is not to be reproduced,except in full,without prior authorization from this office. y1 Construction Inspection£+fi Relater, felts •; K'`` n rt T: Carlson Testing, Inc. 6 X 12 CONCf�ETE P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 — Phone(503)684-3460 ASTM C1.72 Method of Testing: A`-'TM I_ _i + FAX M 684-0954 Method of Sampling: — ------ 07/21 �3 CP--85�,7 Date Molded: 19 Job No.—_ Permit Na ____- ------------ —FORUM 1M PRr►PERT I ES INC Client: Project: - SYNEKTRON -- ---- -- f Address: 10500 561 NTMBLIS AVENUE TIGARD OR 1 � f , �+ Contractor: D DEACON Sub Contractor: — -- I.ONESTAR NORTHWEST 101 89743-19 Concrete Supplier: — Truck No.__._ .Ticket No. T . BRYANT Cu.Yds. 148 Load No. 10 Cast By: -- OVERCAST/SPRINKL.ES 70 41 Weather: _—__. — Temp.High:_ __---Temp.Low: TILT-LIP PANELS 26 THRU 33 , 2 , 36 ?S 37 Location of Placement: - - Test Time _-.—Concrete Temp: t 4000 28 Strength Requirement: — PSI IF days Slump___ __ —Cement Type -- 04413/4 " y Mix No./NO.Sacks ____ ____ _—__Air Conten Max.Aggregate____ -- r Admix Amount:_—_ Brand-- - Admix,Amount:-----------Brand:------. — Set Test @ Register Date Date Unit Total Area Unit Report IJo. Days Number Recd Test Wt. Load PSI No. y II 6 0730 07/22 07/2. 1110,050 28 .27 3890 11 14 0730 07/2 08/04 28 .27 E I 28 0730 07/2 0�/1 - 28 .27 _ W 28 .?.7 t 28 0730 07/2 08/1 t r HOL_ 0730 07122 28 .27 t. ! I I Remarks: -_.CC`S D DEACON CORPORATION KPEE "I MACKENZTE/SAITO & ASSOCIAT 5 R CITY OF TIGARD - Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 6 Y , q Construction Inspection Related Tests Carlson Testing, Inc. a 6 X 12 CONCRETE REPORT OF _ TEST SPECIMENS P.O.Box 23814Tigaro,Oregon 97281 ASTM C'172 ASTM C39 Phone(503)684-3466 Method of Sampling: ._ _ _ Method of Testing: — — FAX#584-0954 07/19 9:3 CP-8557 Date Molded: ____ _ 19 19 Job No. Permit No: Client: _ FORUM PROPERTIES INC i Project: SYNEKTRON — Address: 10500 SW NIMBUS AVENUE TIGARD OR I Contractor: . 5 D DEACON _ Sub Contractor:_ r. LONESTAR NORTHWEST 102 89676-19 Concrete Supplies __� Truck No.-___1 �_ _Ticket No.— 4 J . 8RYANT 77 1 Cast By: _ �_ _ __ Cu.Yds. Load No. OVERCAST 75 46 Weather: __ — Ten•p.„igh: 'Temp.Low: Location of Placement: T TL T—UP PANELS 1 1 , 13 , 16 , 18 , 22 , 24 , 2.6 R 14 _—_---_ F Y Test Time 7: _�0 _Concrete Temp: 70 4000 28 /n " T Strength Requirement. _—_ PSI @_ days Slump ___Cement Type --_ 4 Mix No./No.Sacks___`0441 _ Air Content—_____ Max.Aggregate. Admix.Amount:__.—_ BrandAdmix.Amo, ot: —Brand:-- Set Brand:Set Test @ Register I Date Date Unit Total Unit Report No. Days Number Recd 'est Wt. Load Area PSI No. 7 0712 07/21 07/2. 120,570 29 .27 4270 9 7 0712 07/2107/2_-� — 126,540 28 .27 4480 9 -28 0712 07/21 08/16 166,700 28 .27 5900 25 t ,— 28 0712 07/21 08/16 162,870 28 . ?7 576025 l' HOLD 28 0712 07/21 08/16 164,290 28 . 27 5810 _ 25_ ! i ! Remarks: cc:S D DEACON CORPORATION _ KF'FF MACKENZIE/SATTO & ASSOCIATES -� CITY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. _; ', i�A� ++uNPlW9llR^W/4�iWk4.:oiM.NCNi:9:Tn:P!QVtrma,lMJrxa,•o.....,.. .-.. :,_....r... ; t P1 i' v Yt � u�} t 1 `+A .. • Construction Inspection&Related Tests r.' Carlson Testing, Inc. P.O.Box L-3814t IEPORT OF 5 X 12 CONCRETE TEST SPECIMEN:, Tigard,Oregon 972b' Phone(503)684-3460 ASTM C172 Method of Testing: A,T M C_j`r FAX 11684-0954 VlPthod of Sampling: �------ �� 07/19 _ Job No. CP-$557 Permit No: - Date Molded: 19 —, _ - Client: FORUM PROPERTIES INC - — Project: SYNEKTRON — -- Address: 10500 SW NIMBUS AVFNUE TIGARD OR A Contractor: S D DEACON Sub Contractor: 10,, 89676-19 Concrete Supplier: LONESTAR NORTHWEST Truck No._----_— _ Ti,:ket No.. Cast By: J . BRYANT Cu.Yds.-__.-._77-_ -Load No. _- -- OVERCAST 7�, 4F:, ----_--_ --- Temp.High:�---__.Temp.Low: Weather: �i T-ILT-UP PANFLS 11 , 13 , 16 , 18 , 22 , 240 26 & 14 _- Location of Placement: 0 70 Test Time —_. Concrete Temp: -- 4000 PSI(a _ ?O days Slump Cement Type Strength Requirement: 0441 _— --- Mix No./No.Sacks —Air Content ----__---Max.Aggregate-- i Admix.Amount: __——^Bra nd — __ Admix.Amount:—_ Brand:_— -- Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test - Wt. ---Load - 4270 9 7 0712 07/21 07/2 _ 120,570 8 27 - } 7 0712 07/21 07/26 126,540 28 .27 4480 9 --- - — { - —28 -- 0712 07/21 08/1 _ - - -- 28 .27 28 0712 07/21 08116 8 .27 - HOI-D 0712 07/21 8 .2.7 tw � - .1 P,amarks: —cc: S D DEACON CORPORATION KPFF _-- MACKENZIE/SAITO & ASSOCIATES CITY OF TIGARD— Information contained herein is not to be reproduced•except in full,without prior authorization from this office. a i, ,. 4 WWI 0'4— Constriction Inspection & Related Tests Carbson Testing, Inc. P.O. Box 23814 Tigard,Oregcn 97281 Phone(503)684.3460 July 15, 1993 FAX M 684-0954 #CP-8557 SHOP INSPECTION @ Fisher Fabrication DATES COVERED: July 15, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus A4e. Tigard, OR INSPECTOR: A. Ewing #499 07-15-93: CTI representative visited Fisher Fabrication and inspected and accepted the following: 3A (6 ea. ) 3B ( 16 ea. ) 2C ( 3 ea. ) 2D 2F (2 ea. ) 3D 2E 3F Our reports pertain to the material tested/inspected only. Information c ,ntainrd herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, CARLSO TESTI , INC. Al (/. Do las W. Leach P _sident i AE/cat cc: Forum Prope!rt-es, Inc S D Deacon Corporation Mackenzieh;aito & Associates City of Tigard ,1 KPFF I I r q Construction Inspection A Related Tests Carlson 'resting, Inc. P.O. Box 23814 Tigard,Oregon 57281 Phono(503)684-3460 July 12, 1993 FAX 8 6P4-0954 #CP-8557 y SHOP INSPECTION @ Fisher Fabrication ,q DATES COVERED: July 8, 1993 7 PROJECT: Synekt.ron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: M. McHargue 07-08-93: CTI representative was present at the fab shop of Fisher Fabrication for structural steel. inspection. The following was noted: 1. Embeds IA - 256 total found okay. 2 . Embeds 1C - 75 total found okay. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in cull, without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, CAP,LSON TESTING, INC. Dou as W. Leach President MM/cat cc: Forum Properties, Inc . S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF { A W 1' Ww Construction Inspection & Related Tests Carlson 'besting, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(50)684-3460 July 9, 1993 FAX 0 684-0954 #CP-8557 FIELD INSPECTION REPORT DATES COVERED: July 8, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: J. Bryant #586 07-08--93: CTI representative arrived at the jobsite and inspected rebar placed in slab on grade lines A to K from 1 to 3. All rebar was placed in compliance with job specifications . CTI representative also monitored the pouring of 100 cubic yards of 3000 PSI concrete from Lonestar, Mix 0225, with 3/4"-0 aggregate at slab on grade lines A to K from 1 to 3. Our reports pertain to the material. tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CnSOY TESTIN INC. Dod las W. Leach President JB/mbh cc: Forum Properties, Inc . S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard KPFF i (i( f ' t A ,., aMOTLO-E NOTICE City of Tigard Building Departasnit 13125 80 Ball Blvd. Tigard, Oregon 97223 Inspection Lina gec-O-Phons)c 635-U775 /Business Phones 639-4171 Inspections l i/� �_f (, / ! — footing Plbg. Underelab Hoch. Rough-in Appr/Sdwlk II Found. Plbg. Top Out Cas Line FINALS 1� Poet/Beam Struct. San. Sewer Framing --Bldg. Poet/Beam Hoch. Rain Drain Insulation -Plumb. � w Plbg. Underfloor Fater Lina Gyp. Bd. --Nech. Date Requested'_ ( _, _ Times AM �PM Address: Builders TRE FOLLOWING , PRECfIONS ARE REQUIRED' ( I 7- -' Inepertort Dates I j r C)OL _APPROVED DISAPPRCIVRD APPIIOVED SUBJECT TO ABOVE Call For Reinsp. i V+Iror.... •M r 4 MIL Construction Inspection£1 Related Vests Carlson Testing, Inc. 6 X 12 CONCRETE P.O.Box 23814 aEPORT OF __-TEST SPECIMENS Tigard,Oregon 97281 -- ----- Phone(503)684-3460 Wethod of Sampling: ASTM C1.72 -_ Method of Testing: ASTM C39 FAX N 684-0954 0-/08 93 Date Molded: _._.__ -_____s, 19 Job No. CP-8557 Permit No: Client: - FORUM PROPERTIES INC Project:- SYNEKTRON Address. — 10500 SW NIMBUS AVENUE TIGARD OR _.--- - --- -" ` S D DEACON Sub ontracor, Contractor: �— Ct ------- --------- ---------___ — 89460-19 Concrete Supplier: -LONESTAR NORTHWEST ___. Truck No.__. 265 -_Ticket No. Chat By: J . BRYANT - __- Cu.Yds.- 100 _ Load No SUNNY ';9 Weather: — — Temp.High:�7�__- _Temp.L.ow:..-_ i_ocation of Placement: SLAB ON GRADE I_INES JA TO K FROM 1. TO 3 > 4 Test Time $ `5 ---Concrete Temp. 3000 PSI(4r 28...._days Slump 4 112"-_-,;ement Type I Strength Requirement: _..—_ ----- 02253/4" 4 Mix Nu/No.Sacks_ _.___--- Air Content-__ _.. _-_-____Max.Aggregate ---- --- Admix Amount:. _-_Brand --__ _-Admix.Am unt _`._ _Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. _Load _v PSI No. ?p 7 0526 07/12 07/1E 65,357 28 .27 2310 6 7 0526 07/12 07/1 66,247 28 .27 2340, 6 -- 28 0526 07/12 08/OE 101,660 28 .27 3600 22 t1 28 0526 07/12 08/09 99,766 _ 28 -27 3530 22-- HOLD 28 -- 0526 07/12 08/0 98,527 28 .27 3490 _22 t --------- ---- ---- ------ - cc'S D DEACON CORPORATION _ KPFF _ s Remarks: _—_ MACKENZIE/SAITO &-ASSOCIATES Y i CITY OF TIGARD Information contained h-rein is not to be reproduced,except in full,without prior authorization from this office. .._.. ......,...«+..... ..........«..x«•�..... v l. rXl0.k{MNTn'7.WW4AM71AV1i+p'aakM.bn..a•:.e,:.n v. ...v:,w...,:.«.z .. ......-...,�.'..,«m. v,gwbypfytry/r/ Y, 1 rF • Construction Inspection ET Related Tests Carlson Testing, Inc. 6 X 12 CONCRETEi P.O.Box 23814 REPORT TEST SPECIMENS Tigard,Oregon 97281 --_ Phone(503)684-3460 ASTM C172 ASTM C39 FAX M 684-09;14 Method of Sampling: - Method of Testing: + 07/08 93 CP-8557 Date Molded: -- —w.-- 19-- Job No. -.__ Permit Na ----- __-------- --_-- --�..---.- Client: FORUM PROPERTIES INC ----- + Project: __ S Y N E K T R O N ------ ---- -----_-- _. 10500 SW NIMBUS AVENUE TIGARD OR Address: -- ----- —--- — Contractor. S D DEACON Sub Contractor j I � i LONESTAR NORTHWEST265 89460-1.9 Concrete Supplier: _� Truck No.---_------_--Ticket No.—_ J . BRYANT Cast By: _ _ Cu.Yds.____ 100 -_-_ Load No. _-- SUNNY Temp.High:_-78 Temp.Low: 39 Weather: _ --- – -- I SLAB ON GRADE LINES A TO K FROM 1 TO 3 Location of Placement: -- I Test Time 8 25 --Concrete Temp: 64 _ i 3000 _ pgl�� 2R days Slum 4 112" Cement T I I Strength Requirement: — -- Y p Type I 02253/4" f Mix No./No.Sacks.__-- -._ -- —.._—_Air Content_—_.—_..._ _.__Max,Max,Aggregate Admix Amount:_ r..Brand Admix.Amount:— —----Brand:- Set __-.Brand:_Set Test @ Register FDat Date Unit Total Area Unit Report 4 No. Days Number Test Wt. Load PSI No. 7 0526 2 07/1E 65,357 28 ,27 2310 6 i I 7 0526 07/12 07/1 66,247 28 .27 7.340 6 - - 28 0526 07/12 08/O - ---_ 2.8 .27 28 0526 07/12 08/OE 28 .27 _ I HOLD 0526 07/12 _- _ 28 .27 - - I Remarks: __.PC_S D DEACON CORPORATION -_ _ KPFF MACKENZIE/SAITO & ASSOCIATES — i CITY OF TIGARD _�-___- - --- ------- - Information contained herein is not to be reproduced,except in full,without prior authorization from this office. tii,t �nfn'� � i4hflrr d r a '0* ' ywm'.u..W'Wn/•4.,+MUN�'ha�YW.' 1 Z�A� A �IF�' . e INSPRCTION NOTICE t �� City of Tigard Building Department 13135 SM Hail Bled. Tigard, Oregon 97223 Inspecti:4:j:2 ne), 639-4175 Business Phones 639-4171 b +a1W 17 Inspections � _—r Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk :- Found. Plbg. Top Out Gas Line FINAL, Post/Beam Struct. San. Sewer Framing -Bldg. poet/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Sd. -Mach. + Date Requested, 7 Times AM __PM Address, �/ Permit i,�� : C� Builders T8E FOLLOWING CORRECTIONS ARE REQUIRED, 1) Inspector= ` _ Dates !24 -% / 11 X APPROVED _ DISAPPROVED APPROVED SUBJECT TO AROVR Cal.l For Rol-nap. 111 11 110 w � Const•uction Inspection do Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 July 7, 1993 FAX#6840954 #CP-8557 FIELD INSPECTION REPORT DATES COVERED: July 7, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: J. Bryant #586 E 07-07-93: CTI representative inspected rebar in slab on grade lines A-K/3-4 . Found all rebar was placed in compliance with job specifications. Monitored the pouring of 100 cubic yards of concrete (Lonestar's mix 0225, 3000 psi, 3/4" aggregate) at slab on grade lines A-K/3-4 . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. � i Respectfully submitted, CARLSON T STING I C. Douglas W. Leach President JB/110 cc: Forum Properties, Inc . S D Deac-)n 1.orporation Mackenzie/Saito & Associates s City of Tigard KPFF i ,fl M 10 11101, h . 1 Construction Inspection FI Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 Y 12 CONCRE TIF TEST SPECIMENS Tigard,Oregon 97281 i Phone(503)684-3460 Method of Sampling: ASTM C 1?2 Method of Testing: A,-,TM C "t`r _ FAX M 684-0954 P 9� — 07/07 rp-857 Date Molded: , 19 Jib No. Permit Na _---- ------------------ Client: .__ FORI.IM PROPERTIES INC `,YNEKTRON Project: __ - ---- Address: _ 10500 SW N I MBIIS AVENUE T T CARD nR _ Contractor: — D DEACON — _Sub Contractor: - L-ONF_S7 AR NARTHOEST nF,B 116414-1 Concrete Supplier: _ r _.__ Truck No._ Ticket No. 7 . RRYANT Cu.Yds. 100 —Load No. Cast By: t 1 — Weather SUNNY— Temp.High:_7 7 Temp.Low: 42 t Location of Placement: SLAB ON GRADE LINES A TO K. FROM 3 TO 4 206 R Ted time _Concrete Temp: ---- . Strength Requirement: X000 PSI @ 28 days Slump 1!?—Cement Type F 0225 __Max Aggregate 3!4 11 Mix No/No.Sacks „Air Content. _�______-___-. ___ I Admix.AmouBrand_ - Admix.Am(unt: _ --Brand: ---- ! Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 07!0F► n-7 i198,600 8 ..27 3490 5 _ 7 0479 07/08 0-7114 ?R .27 114 99,885 - 3540 5 28 0474 07/08 08104 8 .21 -19 0479 07!08 08/0 . 8 .2.7 H01-C) 0479 07/09 8 .27 { Remarks: rc:S D DEACON CORPORATION KPFF -- MACKE1\177E/SAITO & ASSOCIATES CTTY OF TirARfi Information contained herein is not to be reproduced,except in full,without prior authorization from this office. t 4 t Mw,en»,.ti,A.•..�.rax.wilYi 1 '4Q; +� r .:... ' ..,. - _. '+o►t lFutiarBeanamwe...,•.,,-..,,.. __ _.: ,.,e-...... � '�•y� r�'. Construction Inspection Related Tests , Carlson Testing, Inc. '` '' '" P.O.Box 23814Wxfi REPORT OF 12 CONCRETE — TEST SPECIMENS Tigard,0,agon 97281 `r•`'' - — — Phone(503)684-3460 t,:w Method of Sampling: ASTM 0172 Method of Testing: A`•TM C+r' _ FAX q 684-0954 i+ Date Molded: 07/07 19 a Job No. CP-8557 Permit No:—__ ---- --- Client: . FORUM PROPERTIES INC -- —---- t Project: S"NEt. -PON — -- - - _— j _► Address: 10500 S14 NIMBUS AVENUE TTGARD nR S D DEACON Sub Contractor: Concrete Supplier: L-ONESTAR NOPTHI.IFc,T Truck No, 0c'8 Ticket No. 1]h434-1 F, Cast By: J , BRYANT Cu.Yds..- _ t _ --Load No. SUNNY Temp.High: 7 Weather. _Temp.Low: - SLAB ON GRADF LIr,lr- Tn K FP-)M 3 Tn 4 I ocation of Placement: - - i -------------- --- R Test Time —_... Concrete Temp: Strength Requirement: 3000 PSI @ 28 days Slump—_ _Cement Type 0225Max.Aggregate 3/4 Mix No/No.Sacks—_—____ AlrContent — -- "` Admix Amount: __.--Brand ..-Admix.Ami unt _ —Brand: — Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. r� _. T 047` 07/08 07/14 98,600 8 •27 3490 5 j -- --- t 7 0479 07/08 07/14 99,885 ?Ft .27 3540 5 4 28 0479 07/08 09/04 122 380 4330 18 �g 047q 07!0+3 08/0 131,130 ?8 .27 4640 18 HOLD 0479 07/08 1261470 8 27 4470 18 k Remarks: _ CCD EA ON CORPORATION KF'FF — - MACKEN7TE/SAITO & ASSOCIATES TTY Ql` T 1T GARD_ Infoimation contained herein is not to btn reproduced,except in full,with,),it prior authorization from this office. y: 4 1'. !, ...mV.+rw'.w+w.Mwxt+IllhW�WlrfnwM*wwh�urvawn... ..... .-........_n.ww.y..x,.ARGVMY117R'+!!MR me•,...,.•...v.nw-...s�walU MnWwi� ,. .1 11 ,`y' .;A w ,`� ,, kAr'• kl 'i! �;!i;' Sys, r' vi d R� r Oman Construction Inspection d Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 J my 6, 1993 FAX p 684-0954 #CP-8557 FIELD INSPECTION REPORT DATES COVERED: July 6, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: J. Bryant #586 07-06-93: CTI representative inspected rebar in slab on grade lines A-K/4-5. Found all rebar was placed in compliance with job specifications . Monitored the pouring of 100 cubic yards of concrete (Lonestar's mix 0225, 3000 psi, 3/4 " aggregate) at slab on grade lines A-K/4-5. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced,, czcept in full, without prior authorizatioi, from this office. If there are airy further questions regarding this matter please do not hesitate to contact this office. Respectfully oubmitted, CARLSON' TESTINC� I Dougl s W. Leach President x' JB/llo cc: Forum Properties, Inc. S D Deacon Corporation Mackenzie/Salto & AsF;ociates City of Tigard KPFF x „ .....a.WIY• zrP: .............,........ .-,..r.nMwh'3VA "..n•.:n.,... r.v..v.N iu.;,'n.,ry„w•.,_.. - ii 4 y. ,y,ua,�Arvn,)�raw• ,�` Construction Itnspection Related Tests � Carlson Testing, Inc. I 6 X 12 rONrRFTV P.O.Box 23814 1EPORTOF _ _TEST SPECIMENS Tigard,Oreg,n 97281 --- _. Ac TM r1'7' Ac TM r.-jPhone(503)684-3460 Method of Sampling: _ __. Method of Testing: FAX M 684-0954 ()7/07 , + CP-fiS�t7 :a Date MoldeJ: 19-- Job No. Permit No: FORUM F,V,,r1 'FRTTFc, TN(- Client: . 1 SYNFKTRrtt'I Project _ -- ------- 10500 �,Y NTMF31K. AVFNI.)f_ TTI-Ar.,r) nR ( Address: --- — - — S [t f1F..(1rON Contractor: _ —Sub Contractor: t_nNFc,TAR NOrTI-.11-1V Or a Concrete Supplier: —_ Truck No. ____ Ticket No. r J . PPYANT 1 nn Cast By: —Cu.Yds..—______— _—,Load No. t1VF7Rr'Ac -T Weather: _ Temp.Nigh: _._ Temp.Low: 51 AR nN t;PAOF 1. Tnit-" n To V Ff4nM A TO S Location of Placement: — - -- a _ Test Time ---Concrete Temp:._ Wn00 28 11 1 /"r Strength Requirement PSI @ days Slump- ---_-_---Cement Type Mix No./No.Sacks ___A -----Air Content Max.Aggregate--_— Admix ggregate —__Admix Amount: _Brand _ Admix.Amount: ---Brand: Set Test @ Register Date Date Ur'it Total Area Unit Report NO Days Number Rec'd Test Wt Load PSI _No. T 7 040 n7/n7 07/1- 94,269 -9 .27 94,:69 � J3340 4- � 7 04$2 07/07 07/1. _ 9 .27 +� 93,873 3320 4 28 0452- 07/07 nq/Tz 131,920 g `27 4670 16 29 0452 07/07 nS -HnI-O 0452 07/07 -17 29 .274680 `i ,i .p Remarks: r'r_ :15 D DEArON r'ORPORAT TON KPFF t - MACKEN7TF/l,ATTO rt ASSOCTRT S r r_.TTY OF TIGARD Information contained herein is not to ba reproduced,except in full,without prior authorization from this office. wow 1 ` �..y,�►n..',ivda cf"$,�`�gf7AvN'N4q'.��'.iM"y m u. ry Construction Inspection&Related Tests Carlson Testing, Inc. 12 CONCRETE r REPORT OF 6 X P.O. Box 23814_ TEST SPECIMENS Tigard,Oregon 97281 ASTM C172 ASTM C39 Phone(503)684-3460 Method of Sampling: Method of Testing: FAX If 684-0954 07/06 CP_P557 Date Molded: _ --,19— Job No. Permit No: Client: FORUM PROPFRTIFc1 INC Project: _ �YNFKTROIq r Address: 10` 00 514 NTMBUS AVENUE TIGARD OR Contractor: S D DEACON Sub Contractor. r t_ONESTAR NORTHIAE`ST or-,C; ngl7R-1q Cnncrete Supplier: Truck No. Ticket No. J . RRYANT Inn t` (413t BY Cu.Yds. –Load No.— OVERCAST 7f, 39 Weather. Temp.High:____—_Temp.Low: L rx:etion of Placement: SL.A3 ON GRADE L IN1=', A TO K FROM 4 TO 5 ft•7 5 r,�, — _ Test T ime. Concrete Temp: 1 /4 Strength Requirement: PSI 1a) __-days Slump----Cement Type �iq „ e Mix No./No.Sacks 0225_ Air Content_._ .__--Max,Aggregate—_ _ Admix.Amount: _Brand _Admix.Am unt: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recdea Test wt. Load PSI No. T 7 04 52 07/07 07/1 _ 9 .27 94,269 3340 4 —_ 7 0452 07/07 07/1. _ 93,073 9 .27 3320 4 0452 07/07 OR/01. _9 .27 0452 07/07OR/0_ ,_9 ,?-7 HOLD 0452 07/07 .9 ,27 Remarks: _ CC°S D DEACON CORPORATION KPFF MACKEN7TF/5ATT0 R ASSOCIATE,,- CITY SSOCIATESCITY OF TIGARD y Information contained herein is no,to be reproduced,except in full,without prior authorization from this Afice. __-,--,-..,w.w,wwru,.,+U�IM1.bmai+f�`NxAuwnrr• w++m.m.. � y , 'Glr r r AL 1 i Constriction Inspection A Related Tests Carlson Testing, Inc. ` P.O. Box 23914 Tigard,Oregon 97281 Phone(503)684-3460 July 1, 1993 FAX 684-0954 #CP-8557 i FIELD INSPECTION REPORT DATES COVERED: July 1, 1993 PROJECT: Synektr.on ADDRESS: 10500 SW Niilbus Ave. Tigard, OR INSPECTOR: J. Bryant #596 07-01-93: CTI representative inspected rebar in slab on grade � lines A-K/5-7 . Found all rebar was placed in compliance with job l 4 specifications. Monitored the pouring of. 90 cubic yards of concrete (Lonestar's mix 0225, 3000 psi, 3/4" aggregate) at slab on grade lines A-K/5-7 . Two sets of three each concrete test cylinders were molded during course of pour. Our reports pertain to the material tested/inspected only. Information contained herein is not ' i be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter please } do not hesitate to contact this office. M. Respectfully submitted, j CARLSON TESTING I C. r Douglas W. Leach j t President JB/cat cc: Forum Properties, Inc . S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard Construction Inspr ction&RelaterTests Carlson Testing, Inc. , 1EPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 i Phone(503)684-3460 Aethod of Sampling: ASTM C 172 Method of Testing: ASTM C39 FAX#684-0954 Date Molded: 07/01 . 19 q3 Job No. CP-8557 Permit No: — Client: FORUM PROPERTIES INC Project: __SYNEKTRON Address: 10500 SW NTMBIJS AVENUE TTGARD OR S D DEACON Contractor: __ Sub Contractor: r I LONESTAR NORTHWEST 047/263 10676'?-15 Concrete Supplier: Truck No. Ticket No. — T . RRYANT Cast By: _� Cu.Yds. 40 Load No.1/5 .,t OVERCAST/50NNY 75 38 Weather. _ Temp.High: Temp.Low: Location of Placement SLAB ON GRAM LINES A TO K FROM 5 TO 7 _ ---- d Telt Time __Concrete Temp. 73000 28 3 1/2" f Strength Requirement: PSI @ days Slump _Cement Type— _ + i o2?r, 3/4 „ Mix No./No.Secks ___.Air Content __ Max.Aggregate _ Admix Amount - _ - _Brand:__.__ _ _ Admix.Ami unt:— Brand: ;et Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test wt. Load PSI No. T 7 0428 07/02 07/0 . 94,625 28 ,17 3350 3 28 0428 07/02 07/2t" 17.4,500 28 .27 4410 14 HOLD 28 0428 07/02 07/29 121,440 28 ,27 4300 14 TI 7 0428 07/02 07/09- 83,234 28 .27 2950 3 28 0428 07/02 07/2 _.8 .27 117,380 4150 14 HOLD 28 0429 07/02 07/29 117,700 -8 .27 4170 14 i 40 I Remarks: C"-:'- D DEACON CORPORATION MACKEN7_TF/SAITO R ASSOCIATES i -__ CITY OF TIGARD i 9-9-9-9-- --- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. -•�q�w,vt•-1. ,i ,.�,.,......_.._..-. _ ._ ..,_.�..._,.,......»„M..,,.,..., r,WrorwMv..nw+.w-,M........_...._..... ...,..... t 3 Construction Inspection Related Tests Carlson Testing, Inc. P.O. Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: A..TM 0172 Method of TestincJ: _ ASTM C39 _ FAX N 684-0954 P g I 07/01 9" P-8101 Permit No: Date Molded: 19 Job No. C — --- - ---- --- Ghent: WINMAR COMPANY INC — .7AM-5 S LINTON Project: IAASHINGTON 501.1ARE PARKING STRUCTURE Address: TIGARD OR Contractor: ----Sub Contractor:__ SELLEN CONSTRUCTION MARION CONSTRICTION i I.ONESTAR NORTHhIEST 106842-15 Concrete Supplier: Truck No. Ticket No._ Cast By: __�____—� l'IrtOLF _Cu.Yds. Load No.1 Weather. OVERCA F T/SL!NNY _ Temp.High: 75 Temp.Low: 38 _ — Location of Placement: I.IMNS ON LINES M/16 , 17 , 1R , FI APSEn TTMF 100 MINUTES ': 4` —,� — Test-Time ____—____Concrete Temp: 500028 F, Strength Requirement: PSI @_ days Slump Cement Type 0864 _A1rConlent ��__ Max.Aggregate Mix No./No.Sacks_ 07 . / 308 �� MC VF, / 4JR64 756 07 I..IR19 Admix.Amount: nd Admix.Amount: Brand: y Set Test @ Register Date Date Unit Total Area Unit Report ` No. Days Number_— Hec'd Test Wt_ load PSI _ No. TP55 7 0422 07/02 07/08 136,940 -8 .27 4850 169 7 042.2 07/02 07/09 139,910 -P .27 14950 169 28 0422 07/02 07/2q 169,910 ?8 . 27 6010 224 28 0422 07/02 07/2 . 151,020 _8 .27 5340 224 HOLD 28 0422 07/02 07129 _ 168,420 28 .27 5960 224 t,. HOLD 28 0422 07/02 171,730 28 .27 6080 224 Remarks: nc:1I R H PACIFIC __ CITY OF TTGr'9f1 SFL.LEN cONC�TRUCTION CO WAgHTNGTON 500ARF CORPORATTON WAI K R PARKING rON-, a TANI-,iFNG1NEER5 IW _ 11NT T WE"i f; : 142 .4 l _S/C(J_FT . WATEp CEMENT RAT rn• 35 C CNC' SAND . 101.80 Lf3� q/9" : 1 i`�Ps30 LPq WATFR: 1 q84 i RS rFMFNT: 6250 (_PS TOTAL L TOLITD: 2176 .<) LB Information contained herein is not to be reproduced,except in full,without prior authorization from this office. .,......«...,.-..:-...,..._•...,.+ur.w:xv+'w..ML'hMpINAWNI:•iPIM!WifMiWfV,414We,'.IJ,M.Meu+w»-n.v.M1,w,:uow...wn„ww:.....,..... _.. r.,,_:. .. : „ s rtit; 1 k c r V � a .„..a.:......,.,. ....,, ..,:. -.._. ._. •:..,.,, , ...::m,..,., .,.,..,. �u.e�M.;nan.M.nkllY�w.wA+.Wi�t�ehw'1x r Construction Inspection Related rests p\„ r WL0 rlestin Inc. OWL0 lesting, P.O.Box 23814 ;;' Tigard,Oiogon 97281 Phono(503)684-3460 1 '3EV-EN DAY BREAKS VAX 684 0954 i #1/#2 TI Shea Columna Conr Coot and Split Cwac a,nd (al (b) SM,ar (d) (c► 'TWENTY-EIGM' DAY BREAKS #1/42 #3 P4 Cone (:qnc and Split Cone and Shear Columnar (a) (b) Shea (d) (el (e) --- / n II s �.one and Colmuna, + Cone Gone and Split $!t (d)ear (r) (a) (b) is I k " o Construction Inspection&Related Tests Carlson Testing, Inc. h , � s REPORT OF h X 12 CONCRETE TEST SPECIMENS F.O.Box — Tigard,Oregoonn 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: _ ASTM C3A FAX#684-0954 Date Molded: 07/01 ,19 911 Job No. CP-9557Permit No: Client: FORUM PROPERTIES INC f Project: _ SYNEKTRON _ 10500 SWNIMRIJS AVENUE TIGARD OR Address: - -- ------- i Contractor. S D DEACON Sub Contractor: ___—_-- y. LnNESTAR NORTHWEST 047/2.63 10� '�•�- 1 Concrete Supplier: Truck No. Ticket No. Cast By: (3RYANT Cu.Yds. 90 Load No.1/5 OVERCAST/SUNNY 75 3R Weather: Temp.High: ,Temp.Low: i SLAB ON GRAIDE : INES A TO K FROM 5 TO 7 Location of Placement: --- I 8:00 56 Test Time _.Concrete Temp: Strength Requirement: _ 3000 PSI @ 2R days Slump ? 1 Cement Type T •, � Mix No./No.Sacks 0_02?r, 314__ Air Content Max.Aggregate -- Admix.Amount: --Brand _ Admix.Am unt: Brand: -- Set Teat @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 7 042.8 07/02 07/OE 94,625 28 .27 3350 3 _ 28 0428 07/02 07/2 . 28 .27 HOLD 0428 07/02 28 .27 T I 7 0428 07/02 07/O- 83,234 -8 .27 2950 3 >9 042.8 07/0207/2 29 .27 HOLD 0428 07/0? 29 . 27 R(-,marks: Cr, 'S D DEACON CORPORATION MACKEN7TF/SAIT0 i• ASSOCIATES CITY OF TIGARD i i Information contained herein is not to be reproduced,except In full,without prior authorization from Mis office. 1i L ' INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tinard, Orugon 97223 Inepecti n Line ( ec:-O-Phone): 639-4175 Businese Phone: 639-4171 .i Inspectio s ) ---- Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gass Tine FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. w Plbg. Underfloor Water Line Gyp. Bd. / t 7 Mech. -^ r Date Requeeteds___ Times _AM PN Addroes: c V Permit r Builders i THE FOLLOWING CORRECTIONS ARE REQUIRED! L:mpectors Dates APPROVED DiSAPPROVF.O APPROVED SUBJECT TO ABOVE Call For Reinep. 1 INSPECTION NOTICE �! City of Tigard Building Depart:msent 13125 SW Ball Blvd. Tigard, Oregon 97223 Ina] Lon Line.tRec-O-Phoneys 639-4175 Business Phone: 639•4171 Inspections - --- Footing Plbq. Underalab Mach. Rough-in Appr/Sdwlk Found. Plhg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Me-ch. Rain Drain Insulation -Plumb. • Plhg. Underfloor water Line Gyp. Bd. -Mach. Date Requested. � Time: / AM �t FM Y� Addrean: ( _Y S� '/-`I✓ti7 Permit #r�`� t � 7W, � Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: .. 00 i Inspector: _ Datesy9 APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. INSPECTION NOTICE Tigard Buildio^ Departeen'L i City of Siq 13125 SN Ball Blvd. Tigard, Oregon 9723 Inspection Line (Rec-o-Phone): 639-4175 Business Phone: 639-4171 Inspection: Plbg. Underelab Meth. Rough-in Appr/Sdwlk Footing 1 Found. Plbq. Top Out Gas Line FINAL: Poet/Beam Strutt. Ban. Bever Framing -Bldg. Poet/Beam Heck. Rain Drain Insulation -Plumb. Pibg. Underfloor water Line Gyp. Bd. -Neth. ` q PN Time: AM Date Requested: �irL, /✓IGS Permit /'/ Address:( e i Builders J THE FOLLOwTNG CORRECTIONS ARE REQUIRED! Ddtet InapectorrAppsove D DI811PPROVSD APPROVED SUBJECT TO ABOVE Call For Reinsp. LL ,� Construrtion Inspection do Related Tests t Carlson Testing, Inc, P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 a June 22, 1993 FAX#684-0954 #CP-8557 S r FIELD INSPECTION REPORT ar DATES COVERED: June 18, 1993 PROJECT: Synektron I ADDRESS: 10500 SW Nimbus Ave. Tigard, OR i INSPECTOR: J. Woolf #486 t 06-18-.93: CTI representative checked rebar for footings along line 'J 6/A.5 & A and along line A/2, 3, 4, 5 & 6 . Found work in conformance to job plans . Cast one bet of three 6 X 1.2 concrete test cylinders for 10 cubic I} yards of Lonestar's mix #225 that was placed. Our reports pertain to the material tested/inspected only. E.,...., Information contained herein is not to be reproduced, except: in F full, without prior authorization from this office. If there are any further questions regarding this matter , please i ' do riot hesitate to contact this office. ` r i Respectfully submitted, (t CARLSON (TESTING, I C. � { * i r Douglas W. Leach President P' { t JW/PP a' cc: Forum Properties, Inc . S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard EC IMP 1 i t 71 FF CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223e8129 (503)839-4171 � IQ� 4 r rp` i ��ql r t n9�1 Jf �; I�� y w!, w 4� i411I� d 1, Av.4 l• d ' CITY OF T I CARD — RECEIPT OF PAYMENT RECEIPT NO. a 93-241459 CHECK AMOUNT s 487. 50 NAME s DE: rFMPLE CO, INC CASH AMOUNT 0. 00 F-)DDRESS s 1951 NW OVERTON STREET PAYMENT DATE s 06/18/93 I POR I I..AND, OR SUBDIVISION s 972:64- 1 i IURPOSE OF PAYMENT AMOUNT PAID PURPOSE: OF PAYMENT AMOUNT PAID 11aUIL.DINO PERM .375. 00 PLAN CHECK FE 93. 75 T. BUILD PER P!_M93-0092 18. 75 t f f 1 ` a i ,I. LWTOL. (-)mrioN,( I•'Nll.' _ __ 4B7. 50 J t I { .........,...�w-w.....•. ...... ..,n,.w.s..L.l�1/IQ�M ilwl/..M.AIq./.1.1'M/.#W0A'.F..- - s a, Construction Inspection & Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 June 18, 1993 FAX#684-0954 #CP-8557 t FIELD INSPECTION REPORT DATES COVERED: June 17, 1993 �r PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR INSPECTOR: L. Warfield 1601 06-17-93: CTI representative visually inspected rebar- placement and clearances in spread footings at following locations: lines 1, 3, 4 and 5 from line B to K; line 6 from B to E; line 7 Froin E to K; and 2 panel footings on line E. All rebar conforms to prints. Concrete was placed in same and mechanically vibrated_ Quality Control tests were performed and one set of three cylinders cast. i Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions .regarding this matter please do not hesitate to contact this office. . Respectfully submitted, CARLSON TESTING, INC. Douglas . Leach , President 7 LW/cat i cc: Forum Properties, Inc. S D Deacon Corporation Mackenzie/Saito & Associates City of Tigard P C 1: y,. ..+.--....... • ,.+w u..v ,..,, .. ...,,,..0 witur,Cl A•,hM1 ..w . .. L i ! Construction Inspection &Related Tests Carlson Testing, Inc. 6 X 12 CONCRETE P.O.Box 23814 REPORT OF _____ __TEST SPECIMENS Tigard,Oregon 97281 ASTM C39 Phone(503)684-3460 ASTM 0172 Method of Sampling: _ Method of Testing: _-__ FAX#684-0954 # 06/18 93 Date Molded: . 19 lob No. _ __ Permit No: —_---- -- — Client -- FORUM PROPERTIES INC - ------ _ _- SYNEKTRON Project: �- 10500 SW NIMBUS AVENUE T I GARD OR Address: —_ S D DEACON - —�— Contractor: —_Sub Contractor_--_._ ---.— - LONESTAR NORTHWEST 7111 93593-12 Concrete Supplier: Truck No.__ -- Ticket No. J . WOOLF- 10 1 Cast By: —_ Cu.Yds, Load No. SUNNY S2 47 Weather: _-- Temp.High: Temp.Low: FOOTINGS ALONG LINE 6 @ A .5 & B ALONG LINE A 4 , 5 h Location of Placement: — 130 79 _ Test Time Concrete Temp:_ --- X000 28 I Strength Requirement: __ __ PSI @ days Slump_ —__Cement Type ` -'25 -114 " Mix No./No.Sacks _ Ail Content Max.Aggregate— - Admix.Amount: __Brand_r..— Admix.Amount: Brand:—_ Set Test @ Register Date Date Unit Total Unit Report No, Days Number Rec'd Test Wt. Load Area PSI No. — 7 0201 06/2.2 06/2 72,457 2.8 .27 2560 2 28 0201 06/22 07/1 26 .27 97,613 3450 8 _T HOLD 28 0201 06/22 07/16 96,780 28 .27 3430 8—�_ a cc:S D DEACON CORPORATION Remarks: — -- CITY OF TIGARD i Information contained herein is not to be reproduced,except in full,without prior authorization from this office. ... .... .•-_••...•.•,,++,+snTmlWhMNIMR•�U+�M'4Y/A�l�;+�1'+J+�0.V'Ab�,YQ�riA+tiljTew?r riX:'rwr•.r•n*w.u:Hws,- ne.,..—..... h 4 Construction Inspection & Related Tests Carmen Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 June 17, 1993 FAX#684-0954 #CP-8557 FIELD INSPECTION REPORT DATES COVERED: June 16, 1993 PROJECT: Synektron ADDRESS: 10500 SW Nimbus Ave. Tigard, OR 1 ,� INSPECTOR: M. McHargue 06-16--93: CTI representative was present on site to inspect the embeds that were delivered to the site: i Pieces MK 381 (4 ea. ) - found acceptable. � f Piece MK 10 (69 ea. ) - found acceptable. i Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in € full, without prior authorization fr_oi,, this office. { If there are any further questions regarding this mattes, , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, NC. Douglas W. Leach President i MM/cat f f cc: Forum Properties, Inc. S D Deacon Corporation 4 Mackenzie/SAito & Associates City of Tigard { R r r t 6 { i 1 S { t; P -v w.,............_...__....... ....,..,.�-...-.... ...w.`i, eRr..r.e m•.. nw.r,w i....Wi YII!M13t4$YXOPNJM1t"fv�M`.V'°14a�MAi1R�ClNCP%R'J7MI.N:N7{�+l!�,;{V�/''NN'iiaf'MGe•...t•:M. r: Construction Inspection Related Tests Carlson Testing, Inc. 6 X 12 CONCRETE P.O. Box 23814 t REPORT OF TEST SPECIMENS T'gard,Oregon 97281 APhone(503)684-3460 STM C172 ASTM C3`� F ' Method of Sampling: Method of Testing: _ FAX#684-0954 1 93 CID_8557 Date Molded: __ 06/17 19 Job Na Permit No: Client: FORUM PROPERTIES INC Project: SYNEKTRON f �+ - ---�� ------ � 10500 SW NIMBUS AVENUE TIGARD OR Address: -- S D DEACON Contractor. — ._ Sub Contractor: --- --- ---- � 105780 ' Concrete Supplier LONESTAR NORTHWEST Truck No. 42 Ticket No. ' L . WARFIELD 10 1 Cast By: ._ Cu.Yds. Load No. r SUNNY81 Weather: _—_-- — Temp.High: __Temp.Low:--— SPREAD FOOTINGS ON LINE 5 0 I-INES F , G & H Location of Placement: -- --- 74 Teat Time___.____—_ Concrete Temp: 3000 28 � 1. I � T 7 Strength Requirement: . PSI @ days Slump—. _Cement Type —. 1 0225 Mix No./No.Sacks_ Air Content Max.Aggregate Admix.Amount: Brand Admix.Ami unt Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Teat Wt. Load PSI No. 7 0127 06/18 06/24 95,356 28 .27 3370 1 _ — i 28 0127 06/18 07/1 126,180 28 .27 4470 7 HOLD 28 0127 06/18 07/15 127,170 28 .27 4500 7 „ r Remarks: cc:S D DEACON CORPORATION MACKENZIE/SAITO & ASSOCIATES CITY OF TIGARD _— Information contained herein is not to be reproduced,except in full, without prior authorization from this office. 4; 4 i ' k Construction Inspection Related Tests r' Carlson. Testing, Inc. P.O.Box 23814 n 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 I REPORT OF — Phone(503)684-3460 ASTM C172 AtiTM C39 -- FAX N684-0954 Method of Sampling: Method of Testing: CF'-8557 O6/17 —`_-- si Date Molded: _ _ 19 3 Job No. Permit No: FORUM PROPERTIES INC Ifi Client: — E SYNEKTRON Project:— — '" 10500 `W NIMF3l-Jc. AVENUE: TIGARD OR Address: — S D DEACON Sub Contractor: Contractor — 1 aw LONESTAR NORTHWEST4� 105700 —� Concrete Supplier: _ — Truck No. --.Ticket No.--- L WARFIELD10 1 -- — _Cu.Yds. Load No. Cast By: SUNNY _ TempHigh:_ 81 Temp.Low: . Feather: i SPREAD FOOTING;`; ON LINE 5 P LINES i= , G & H Location of Placement. %4 Test Time_--_— Concrete Temp: 3000 29 Strength Requirement: PSI(a)_ _--days Slump_ Cement Type +14 0..25 Mix No./No.Seeks AIr.Content —_—__ —___—Max.Aggregate — --- Admix.Amount: Brand' Admix.Amount.__._ --Brand:----- Set Test @ Register Date Date Unit Total Area Unit lepo No. _Days Number — Rec'd —Test Wt. —Load _�— PSI No. — 7 0127 06/18 06/2 95,356 28 27 3370 1 28 0127 06/10 07/1 28 .2.7 _ 28 .27 0127 06/18 f -- Remarks: AC'S D DEACON CORPORATION _ ------- MACKENZIE/5AITU & ASSOCIATES CITY OF TIGARD ---- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. t� r INSPECTION a:itq of Tigard BuildlAg DsPartaant 13125 B11 Ball Blvd. Tigard. orsgon 97223 Inspection Line (Ret-O-,O 639-4175 Business Phone: 639-4171 Inspection:—_— Tooting p1bg. Underslab Hoch. Rough-in Appr/Sdwlk Pound. Plbq. Top Out Gas Line FINAL: Post/Beam Strutt. San. Sewer Framing -Bldg. post/Beam Mach. Rain Orrin Inwlatlon -plumb. � plbg. Underfloor Nater Line GYP• Bd. -Hach. Time: __AM PM Date Rsquastedr J.IL—=--1— 1 CITY OF TIGARD t COMMUNITY DEVELOPMENT DEPARTMENT 13126$W Hall Blvd.Tigard,Oregon 97223.9199 (503)839-4171 t� l .:?w i.'i1Jki47 _,i., i`l.ld'il:�i..';t I-'f•II�L,E�t__,. !A— i l_(:,irR s;"t:_..a•.; izX;E:.R I UR WALL C;UNS'R1JL'T'1:Ci 1—4 . :t (Jr i..C:['1h L). « . : t•f 1-1,R01 1—GI Dpl.-.N 1 NG:a'' r i•'r'PL UP WNS•T . :3N T i•1:(RD. . . . s St N; i s ki: W. a J(,'CUPANCY GF?i t !U r F;s. ;::;Miele, a f` NsJUt- Cf.NS T :b 1d,;i:�i +1Nt�Y t_ AI?::394) bl-tbU1' L6ll". s sf` ARLA SLP. RA'rc :I . i 1.1 T., ,. ;�4 t t Erl+Ftii It [ . . . 5 i CJ(:.;1:::Lr 5E 1'. RA U. , Eft.,,•' , ' ,N MEZZ?:N REM) FLUOR LA)i4l)., l r, ft kl.: X1`2 ft t=1R SPIKI-CV, Ui:T. . ;)W LL1?VG U4�I i':sa i'kAJl : ftI�LAH: f•t FIR NL_i�kM:N F1NOILP alt-L:`r P 0 0 LL)Rk:N I `1-31Yi`. 11vr:; )AL.UL. $ : d :•+47rLs4ir�t C01:wtv,kA::t; iiii.cile- s,tetry tilt t.-iirYel cortc;t•Ete bLt.iidirlg foo, mtcT fac iiL I;ktt. •f•S(AR0 type alnoctrtt by daI,-et C/0 'r ORUM i iv fi '• i. '.• PRVtl i $ OL613. 00 0705 SW WAYlL•+I_I�., ii,.: .: < PL.i:1; $ P1:::3. 95 JLH 0++e'06/9 tr Lt C:Fa',rr�fY.(_lild ;�i�: : •� :_4 'l:; i" � iu�+. i'.:: .lr l r�l'�ii a'.�i').a _ 1:F._F 4 016�3. 00 V R(3 0:''i/ 18 9, `0"3 i.ItidC�t'JI ;;i: ;ria+ • i k1 JH V (.f: t`FiG•tor•, _ yc?•i r ci'0VA 00 ,i 11 0 1.,ji,,rrRAL'[0N NUT ON 1 REULr T,HEI) 114SPF:..G1`l UIVS Tbi5 peraii is i�skie, subject to ttt regulations contained ir, thf. clot/1-01.1710 ITt!uPTigard Auniciaai Uce, 3tate of fire, Specialty Lom and all outer est see i 1115 p �_ ••_ •____ M apps avabie laws. All acr•k will be done in accordance with fie i n f iAeel 1 T•1+.i _,____.•.__�,.,•_� approved plans. "hip: Breit will expiry if ti.r•;; is not started Slav lns:p witt:in IW Bays of i:s'.44; _P, c if wank is vispenden i rr Tilt—iip F'n;t lrlat? than, IN days. y..r•am i ii g 1 rt S p [,ouf n iIng Iri- Fp ✓ ITnSp _ (iyp Board irTrFs Coalng 1 e I i j if E s CITY OF TIGARD SEWLk CUNNEC;'T ION PERMI • • COMMUNITY DEVELOPMENT DEPARTMENT PIE 1'MI 1 #, , , , . , 13125 SW Hall Blvd.Tigard,Oregon 07223.8100 (503)830-4171 � 1 �1 DP l r_ .l�],:IL:IL L)1 05/11)/r) a.ifC ADDRESS. . . : 1,11500, afro N114BUS PARCEL: 1a1 ;4AD--06"iA0 ��l •t)14I� It.iN. . . . .. 2lJNIi'VIy: NAME. LJ9A NC. . . . . . . . . . F 1)('_)RE UN I I'S. . , . 144 iJl` Wr.JRK. .. . ;NEW DWLLL I NG UN F'r;3. . z: 4r i'YPL MJF UE5E. . ., a iXiN N(.i. OF: BUILDINGS- 1 ,L NS l'iiLL 'k'.E.. . ,. . .BUSW I r1'CR- ) 11RIRF ACE— « , 34.x,20 ii f f 1<einarrksI Cor;st)'uct ��,i11 1v--4gory 1, 1. 1.t; l.;arrrel _oncr,e`ce iIding for• of"q farcii .i '_ .d F XG 'T WARD t y�.,q amount by date rec-pi, FUGl kl IROPEH I E�) PF!M 1.1: i00. ON JH J:3/ 19P.) 3 8715 SW NIMBUS #230 1 NEW 45. 00 JH 05/19/93 - t LALLAVELRI UN C)R 97016b �..!''r1 r lrH•�1(:�li NOT' _)''1 i- ILE -t7 cr r i e #� fi 1!3'.)4:�. U?��1 TuJ r1•i_ REQUIRED TNbPLCFI0W) This Applicant agrees tc comply with all the ruies and regulations f:�rwer !nSeCt r,crr► _.� _ �_ of the :Alfred Seoage Agency. The permit expo-es !U days From the date issraid. fhe total amount paid will ne Forfeiteu if the permit er,pires. The Agency does not guarantee the acc3racy of the fide sewer lateral=. ii the sewer is not i0cated at the measurement _ _ given, the Installer shall prospect 3 `tet in ail dir'ectlorrs ¢ram chi distance given, If not so iocatea, the installer shall purThase a 'Tap and Side Seker" permit a- the rgeAncAy,w�il; i, •a,'' ., tali-t�... I-'e tri i L t sued iystlk i .:iiI Vo ttr< Netz't. k o r, - 0.,9-'41 is i �M .. ��.,, �� ia..+.,'.}re.r�V°df1BIgNM •.. a.•:.•+nT•fipY},tVl.airt _ OF TT(� A '�'(� u�uswH,apnd� PLNCK/RECTCITY 1 1tTC1J D r POBox Z3"7 PERMIT I S/ 1 �1�_ Q !C� • • COni�tUNITY DEVELOP��16*%7 DEPARTMENT �Of-pn ,,-� (503)63941'1 DATE ISSUED /" i�� —Do 7< ! JOB ADDRESS: TBP - SW Nimbus Avenue - TAX MAP/LOT 1 S 1 34 AD Tax Lot 6200 SUB: IKOLL BUSINESS CENTER LOT: 3 (portion) LAND USE: IP confirm) VALUATION: $1,240,000 -3,;179? iOWP R Petula Associates, Ltd. & Koll Portland Associates SPECIAL NOTES NAME: dba KBC - Tigard II REISSUE OF: o ' ADDRESS: c/o Forum Properties, Inc. LAST REISSUE: 8705 SW Nimbus Avenue, Suite 230 FLOOD PLAIN/ PHONE. 626-2277 Beaverton, Oregon 97005 SENSITIVE LAND: I ONTRACTOR APPROVALS REQUIRED NAME: Westwood Corp. PLANNING: _ ADDRESS: 3030 SW Moody Avenue, Suite 200 ENGINEERING: Portland, Oregon 97201 FIRE DEPT: _- PHONE: 222-2000 OTHER: A 70, CONTR. BOARD 3339 EXP DATE: 4/94 ITEMS REQUIRED. SUBCONTRACTORS: PLUMB: TBD LIST/SUBCONTRP.CfORr: MECH: TBD �p BUS TPJ(: _ ARCH/ENGIN rIM Mei uf're � ! CALCULATIONS: WE: Mackenzie/Saito & �4ssociates, P.C. TRUSS DETAILS: ADDRESS: 0690 SW Bancroft/P.O. Box 69039 OTHER: Portland, Oregon 97201-0039 PHONE: 224-9570 (Rich Mitchell ) (� PROPOSED BLDG. USE: Manufacturing and warehouse computer product. COMMENTS- Site development review in process��y, 6c SAfisf/i,� APPLICANT SIGNATURE Richard J. Mitchel ackenzie/ aito & Associates, P.C. / Received By Date Received: 'l (1 :SeFF= 291247.05 -re"AN6G6 5'14010 . i v PERMIT ACCT R DESCRIPTION AMOUNT AMOUNT PD. BAL.. DUCE ` 1-0-432 00 Building Permit Fees 31283,6 -�'—' 10-431 00 Plumbinj Permit Fees � . 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5%) Building Plumbing Mechanical 10-433 00 Plans Check Fee ��/ �,9S 33 Building Plumbing Mechanical 10-230 06 Fire 30-202 00 Sewer Connection 30-444 00 Sewer Inspection 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees /g,s9o.no /81w00 25-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees — --- 25-448-01 Residential Traffic Fees ._ 25-448-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) ' I 24-445-01 Water Quality (Fee in lieu of) '�� 24-445-02 Water Quantity (Fee in lieu of) TOTAL7�' nm/3587P.WPF if 4 7b7� - ,�. IS- 3_ �,z�,��3.00 �, jrI F= Z G, 9 ' t t9; S , u' CITY OF T I GARD RECEIPT CIF PAYMENT RECEIPT NO. a 93-2402P-9 CHECK AMOUNT a P91 c'9. 73 NAME a SCWOLLS 11 CASH AMOUNT c �. OA fID0RF'S S a FnRUM PROPERTIES, INC PAYMENT DATE'. a 05/19/93 8705 SW NIMBUS #230 SUBDIVISION � BEAVEwRTON9 OP 97005— 1='1_IRPUSE OF PAYMENT A.MOUNT PA I U PURPOSE OF F f)YMF:NT AMOUNT PAID »UILDINC•� F'E'RM tir:✓�3. �� ST. Dl_II1_D PER 164. 15 =EWER LISA 18900. ovi SEWER INSPECT 45. 00 ( `; TORM Drek I N SDI' 3640. 00 WK?Ci DUAL-I,T Y FACILITY FEE 2200. 00 111JILDING PERM a .b. 00 PLAN C14EC'K rE 343. r:0 I BUILD PEP P6. 40 � I 4 a I 1 10500 SW NIMALI5 a 1 1.11 AL AMOUNT PAID _ .._ ...1 c_•c)1 29, 75,, 1 r i 1 J qY;- p_ f • 6111 C tic, S'YNEKTRON FAX: 503•B3B•3090 Phone. 503.684.3090 A TDK GROUP C(JMPANY _ 12000 5W Garden Place•Portland, OR 97223 May 19, 1993 Jim Jaqua City of Tigard Plans Examiner �f _ 13125 SW Hall F+Ivd Tigard, Oregon 37223 4 Dear Mr Jaqua: In reference to Mr. Birchill's letter dated May 13, 1993, he stated there were no quantities listed for the oxidizers listed. I would like to explain our previous letter a bit further. The reason there are no quantities listed is because we do not have these products in house. They were items that were used and/or tested many years ago, we no longer have these products. The law requires we keep MSDS's of hazardous materials for a specific number of years after the product is no longer used,therefore we still had the MSDS's. And since they were here for a short period of time, I Mought we would let.the Fire Department know. On his original request Mr. Birchill asked us to provide a listing of certain hazardous materials that may,be stored at our new facility. We listed the oxidizers only because they were once here. We have no plans in the near or distant future to have matt-Jals like those in house at anytime. r M As for Perchloric Acid, we have no quantity of this material in our plant and at no time do we Intend to utilize this type of material within our plana i 1 Enclosed is Synektron's letter dated April 29, 1993 and Mr. Birchill's letter dated May 13, 1993. If you need more information or if I can be of further assistance please call me at 684-3090. R � d t Iarr1scn Maintenance Supervisor, Synektron Corp. 41 4 cc: Gene Birchill- Deputy Fire Marshall Richard J. Mitchell- Mackenzie/Saito&Assoc. i + e . ...,a+1�helMW►aYMA4,'•�"uan._u,r. .. ,. . .. .H�,» -' TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-7469• FAX 526-2538 i I May 13, 1993 Richard Harrison Maintenance Supervisor. synektron Corporation 1200 S.W. Garden P1. Tigard, Oregon 97223 i ' Dear Mr. . Harrison: Thank you for your letter of April 29, 1993 , and the attached MSDS sheets. As I was reviewing your letter, I noted that quantities of oxidizers were riot listed. ` Additionally, as I was reviewing the MSDS sheets, in i particular, Per.chloric Acid, I noted thatit is considered a poison (toxic or highly toxic?) . Utilizing this type of material within your plant can change the occupancy classification considerably, demanding further requirements by building code and fire code. At this point in time and after consulting with Jim Jixqua, City of Tigard Plans Examiner, I am advising you to hire a consulting safety chemist who is familiar with both chemicals and requirements of building and fire codes, for a review of all your materials and the building plans, as submitted. .; Quantities of chemicals used in this plant shall be submitted to this office and Tigard Building Department. Documentation from the ;supplier cr manufacturer of F Perchloric Acid shall be submitted to this office showing toxicity classification. Until that documentation is received, Perchlori.c Acid will be considered highly toxic by this office. Quantity submittals shall be categorized by physical hazard as noted in Uniform Fire Code Section 80. 202 , and Uniform Building Code Tables 9-A and 9-B, as well as quantities of the material in storage, in use I! "closed systei;" or, in use "open system" . i AN working"Smoke Mtectors Save Liver ,..:..„, , ..�._,..-.__ ........,.,..,......-.. ..,,..._ _._..,,.,.,rte, i." tl Richard Harrison May 13 , 1993 Page 2 J If I can be of any further assistance to you, please feel , free to contact me at 526--2502 . Since ely, w Gene Birchill y Deputy Fire Marshal GB:kw cc: Richard J. Mitchell Mackenzie/Saito & Assoc. Tigard Building Department �1 n a M b r' f, Vii. • _iA.-. ^'.,. thtr"� '� A,'ll. kLwJ<IA l4dkMh9MIM ''r _ Vtv w. .t L r + �R+4,4ya. '� zr 6k, 4. F r CITY OF T I GA Rk D .COMMUNITY DEVELOPMENT DEPARTMENT 13126 8W Nall Blvd.Tigard,Oregon 97223.8199 (603)639-4171 i j• , ilVia?, . . . . . . . . RLaU. IVU. 1:71t1'�1.� J.NL.+. . . . . . . . . loft ilte W'eP, jr` I1I;1 f r:lli"nt iJ1'' i?1 - vci 'r• iny +.l'tiilty iAnf's, paving. ,amam,nt by date -ei ut R 11:11 kik', .J F 0 J" 11 r1,3 _.i-id�:_it liiV Ziac -.1r•_•w� i., i e:_h . '4t�1 if' 05/11 .' , UP 69 611i AL. eg RL-i,IUIRED IN5VE-t i TUNS L+I� is avait is 1,�5 tea subject t� tnt reguiatlons contalneo in the "r-u 5 i art C.;orrit r-(j l .tar'd M.,r'icipai ivaer State ar Ore. Specialty Codes and all other I xcavat i un int,lj �plicaG+e laws, Ali work will be none in accordance witii r i 1.I. I rt f,PL4ct iur, .proved plans. *his erait will ex ire if wuret is not •' p P p �iartet: C;��iar.i>y i:� :,W thvi M Lays o, issuarice, or if worn, is suspenaeo for acre btr°m !JreAii, 1.nsi ar At days. I TI�4`)e;.t ►t.1c-1 to c 4 r:+ 1. li Y I i' Y - ff 1 ' 13125 Sw Hall awd. PLNCK/RECT # �i ^� �- > • • CITY OF TIGARD PO Box 23397 PERMIT ,CO3MMUNITY DENEtOPMENT DEPARTMENT 7egarckOregon 97r'j (W)6394171 DATE ISSUED JOB ADDRESS• 1C� c-� %�-� •` Jc TAX MAP/LOT _ SUB: LOT: _ LAND USE: _ VALUATION: • SPECIAL NOTES NAME: i uh,� /'b�cl REISSUE OF: ADDRESS: L _ ?ZL> LAST REISSUE: , i �–� �� 'Y- i ��.7/�� FLOOD PLAIN/ 1 =ri�.�rr1 _ 1 SENSITIVE LAND: PHONE: CONTRI4� APPROVALS RETU_RE0 NAME: /� t C'�� r ;� PLANNING: ``I�Q �� ADDRESS: _ �,( ENGINEERING: C, ��•� FIRE DEPT: PHONE: OTHER: CONTR. BOARD #: EXP DATE: ITEMS REQUIRED LIST/SUBCONTRACTORS: S116CONTRACTORS: PLUMB: — - MECH: BUS TAX: ARCO/ I.�R CALCULATIONS: NAME: TRUSS DETAILS: _ -- --- e ADDRESS: __ — OTHER: --- PHONE: PROPOSED BLDG. USE: COMMENTS: — t I APPLICA14T SIGNAIURE Received By: _ Date Received: o- ,1 S. w,� ,,y6yy1.1 �� F Y , , .7'!17a3u.^�-C11Ip,. ,r #... PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT P0. BAL. DUE 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees 10-431 01 Mechani%al Permit Fees 10-230 01 State Building Ta:: (5%) Building Plumbing Mechanical 10-433 00 Plans Check Fee Building Plumbing Mechanical 10-230 06 Fire — 30-202 00 Sewer Connection 30-444 00 Sewer Inspection - 25-448-02 Commercial IN Fees — -- 25-448-04 Industrial TIF Fees i 25-448-06 Institutional TIF Fees - 25-448-03 Office TIF Fees -- -- 25-448-01 Residential Traffic Fees — 25-448-05 Mass Transit TIF Fees _ — 52-449 00 Parks System Dev Charge (PDC) ' 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) 24-445-01 Water Quality (fee in lieu of) 24-445-02 Water Quantity (Fev in lieu of) TOTAL nm/3587P.WPF t. Y.4 .9Si �,F� L•- . 1 as WRMR 1 April 29, 1993 To: Gene Birchill, Deputy Fire Marshal/Plans Examiner From: Richard Harrison, Synektron Corporation Yi You have requested Synektron provide a listing of certain hazardous materials that maybe stored at our new facility in Tigard. Following is a list of those possible materials and the maximum quantities: FLAMMABLE LIQUIDS -OVER b gals ANDERSON 500 SYNTHETIC COMPRESSOR OIL. 10 gals DOLPHS SYNTHITE AC-41 (VARNISH) 7 gals SOLVENTS FREON TMS 100 gals Additionally we are enclosing a list of Oxidizers, these oxidizers have been brought into Synektron in the past bill are no longer used or stored at Synektron. OXIDIZERS AMMONIUM NITRATE- NH4NO3 J.T. BAKER CHEMICAL CO SODIUM NITRATE - NaNO3 MCB NITRIC ACID PERCHLORIC ACID- HCI-04 J. T. BAKER CHEMICAL CO Attached are MSDS's for all the above mentioned hazardous materials. If you have any furtl:er questions please do not hesitate to contact me. t 4 Richard Harrison Maintenance Supervisor Synektron Corporation i IMM Y f' i1 M - MACKENZIE ENGINEERING INCORPORATED 1101 U CIVIL a STRUCTURAL a TRANSPORTATION MACKENZIE/SAITO & ASSOCIATES, P.C. 1 ARCHITECTURE a PLANNING a INTERIOR DESIGN y 0690 SW.BANCROFT STREET a P.U.BOX 69039 PORTLAND,OREGON 97201.0039 'hr ".` (5031 2249560 (503)224 9570 FAX(503)229.1285 April 23, 1993 292247 Date: —_ Project Number--_ To: Cit,/ of Tigard — Attention: Chris Davies Projec Name: Synektron -_— Please find attached: shop drawings -T_plans samples RECEIVED specifications —.copy of letter A N k 2 :1199')0 change crder 3�,3°7, ddalcu aticns etails COMMUNITY DEVELOPMENT Number of copies: Description: r' (3) Sei.-s sheets C1 .0,C2.0,C3.0,C3.1 ,C4.0,C4.1 ,C8.1 i For your use For your review For approval X_As requested REMARKS: Copy to: Signed: Tim McGuire/as _ Mailed X.-Delivered (Rose City To be picked up ( It enclosures ore not as noted,kindly notify us at once f .._..,...... .,... ,,.,...,.w.,.,,.•..ar.m......_..._.. _ _._._. ,,:hrwu+mrur.rw.,....,._.._.... ... n«rY _, ... ., r r .a MEMORANDUM CITY OF TTGARD, OREGON r� z TO: Chris FROM: Greg j DATE: April 21, 1993 SUBJECT: Synektron SWM Faciltiy d ,. As requested, I have reviewed the submitted plans and find that they are the same as agreed to in our 3/5/93 meeting with USA. Materials submitted at that meeting are attached for .inclusion into the project file . Please note that this facility doesn' t provide treatment for about the northerly third. of the site to which the in-lieu fee should apply, a i- N'n " �IIAr I J MACKENZIE ENGINEERING INCORPORATED MEMER OCs' TURSEQTRAIL CIVIL • STRUCIURAL • TRANSPORTATION MACKENZIE/SAITO & ASSOCIATES, P.C. ARCHITECTURE • PLANNING • INTERIOR DESIGN 0690 SW BANCROFT STREET • PO.BOX 69039 PORTLAND,OREGON 9720'-1039 15031224.9560 15031 224 9570 FAX 1503122&1,.." RVE'D 1 41 Date: Apri 1 20,1993 _—_ A �Project Number292247.05 CgMlv1!, � ��•I_UPMEN To: C i ty_o f T i ag r d ------_-- — — Attention: Chris Dayles Project Name: Synektron Please find attached: —__shop drawings Xx_ plans samples specifications copy of letter _—_change order details _calculations Number of copies: Des,,iption. �1�------ i_l._Sheets For your use For your review For approval j! j xx _As req-jested REMARKS: Copy to: - - - - - - - _ - -- -- Signed: Tim McGu-i_re/-sy ----- Mailed y Delivered _ To be picked up It enclosures ere not es noted,k Idly noflly us of once. 11. t MI 1_: n �i-i ;� 9 ,4. ,.:;'�"ki. C�kat�•`' yl ,'n.�!�i J h� 7 �11lf.EIMI�l�1Aklt4�IMa..•.., ,,.,... ,,.-. ...«..-. .r...,.,..,. ............ ...... .. .... ' I I DATE: PLANS CHECK NO.: t - 7- 93 /�� PROJECT TITLE: COUNTYWIDE — TRAFFIC IMPACT FEE APPLICANT: RICH MITC cL — WORKSHEET MAILING ADDRESS: (FOR NON-SINGLE FAMILY USES) Fox 0p CITY/ZIP/PHONEb RATE PER ?DQTGAI>rb 720/-0039�3ay-4590 ND E CATEGORY TRIP TAX MAP NO.: RESIDENTIAL _ _ $146.00 /S/ 94/4ZI g IPS AND COMMER IAL 37.00SITUNO.ADD ESS X,41S$134.00 ly Ti/"E INDUSTRIAL $141.00 INSTITUTIONAL $60.00 PAYMENT METHOD: CASH/CHECK INSTITUTIONAL ONLY: CI?EDIT BANCROFT PROMISSORY NOTE LAND USE CAI EGORY DESCRIPTION OF USE EKDAY AVG. TRIP PAT WEEKEND AVE TRIP RAT DEFER TO OCCUPANCY I y0 /Sa Ir1ANG .fJNSE 3 Ay �� A,)IA BASIS: PPG/L�C�I�' l�/j�Pos�S Ca�vsr�eN�r/O�v OFA 35"1 '7 fZ SatuA104-" Fool aui 0„uc. APP/�oX,r��rE�y 3/, z- Sc2WAedr- r- AWE To 1NC/bFti I-V. DSL/C'� SP . RP��vx�n�A�r� y (e,Za S Cdu,+t� ,cr-CT 4etF TO CALCULATIONS: `TQ I P G,�rvE�e�/o�J -rR I P G�ivE-.�A7i0X I�l l D� =jk)]) T/f E -2- O 71Q I P S + Z 3 �`�I PS�X � I q 01-) 7 PROJECT TRIPS GENERATION: Iq7 -rOP5 XA� lyl.0a = _07_h, 1l3.00 FEE::0 Z ADDITIONAL NOTES: FOR ACCOUNTING PURPOSES ONLY: rR�Os/rSA� MasS T sw — TiPI P 6C-,�r-JeA-f/p A) �= -T G. 5.F X /,57 3.O1� 31. l6Z S.r X 3. Er'S” 7eio.5/tv�� Y,v3u5s�PiAL -ri X 9'AT _e'PS /D A.( PREPARED BY: — i z 7_ s.F. X y�6' _ 7.15-75 Z3 �r� CC: V/ASNINGTON COUNTY 11F NOTEBOOK form of 10 i `k P. r,. } ;.. • i CITY OF TIGARD OREGON April 7, 1993 Rich Mitchell Mackenzie/Saito & Assocs, P.C. PO Box 69039 Portland, OR 97201-0039 REs Traffic Impact Fee for Synektron Dear Rich: Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $20,163.00. You have three payment options available to you. The first Is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note. (If you wish to exercise this second option please contact me for additional details.) The third option is to defer payment until occupancy. Please note that you may appeal the discretionary decisLons made in determining the apprcpriate category and the amount of the fee bated on that category. A notice of appeal must be received by the City Recorder no later than 3:30 p.m. on April 21, 1993. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, plaase contact me at 639-4171 ext. 390. Sincerely Vi Goodwin i Development Services Facilitator r' c: TIF file Building file k„ RBC - Tigard II Westwood Corporation Jeff Sackett i i I I i 4 i 4 13125 SVV Nall Blvd., Tigard, OR 97223 (503) 639-4171 rDD (503) 684-2772 -- — ---- f 4 9 ' a r. ...,ati:,w,p,�pr,C4n.`.Ya,.na}•utn*xr+.m-a+,+to-,r,... '... , :.•..: ::ti+.;' TRAFFIC IMPACT FEE Installment Payment Application and Disclosure Statement In the Matter of the Traffic Impact Fee for 7-KQ ./`01)Cc 1/04-,(�^'1✓��r�1 C7�+rtT✓�• M1`�T� Tax Map / VY-10 _ Lot Number(s) c 6;J,,_')0 _ Building Permit # 130P'13-00'7,F Site Address /0'100 S.,i N/M l3 au Subdivision i K c,t i Case File # Sb c 1 3 000y TIF Land Use District r.inu '7r�J%1 To Be Billed To: r6 Tuck Address: /�,;- c:' _�Ir��as ova=,✓.�� a»L•cf- Phone #:C=, E,�c, r�% To the City of Tigard: In accordance with the provision of Oregon Revised Statute 223.208 and Washington County Ordinance No. 379 which relates to the imposition of a traffic impact fee for the financing of major collector roads and arterials of Washington County, I/we HEREBY MAKE APPLICATION AND AGREE, JOINTLY AND SEVERALLY,to pay my/our tram�c impact fee, as has been determined by Washington County Ordinance No. 379 in _]IU semi-annual installments of the amount financed together with one-half of one year's Interest thereon at an annual percentage rate of X.L on the unpaid balance. The lien date is the first day of the month following the date the application is signed. The first payment is due six months thereafter and at six (6) month intervals thereafter for a period of Lt_, years. Each installment payment will include I principal and interest. If I\we neglect or refuse to pay any part of the installments provided herein, incluuing interest, within one (1) year after the same shall have become due and payable, then the whole amount of the unpaid assessment shall become due and payable at once and shall be collected in the manner provided by law including foreclosure on the above-described real property. The traffic impact fee, annual per.entage rate of interest ($ c %) and finance charges which I/we agree to pay are as follows: HIGHWAY TRANSIT 1) Amount of Traffic Impact I'ee . . . . . . . . . . . . . . . . . $h;. CO_ /,,5,7 b WI 2) Amount Financed . . . . . . . . . . . . . . . . . . . . . . . . . $/ri 5`90, 0 /,.573.VO 3) Equal semi-Annual Principal Payments . . . . . . . . . $ •3Z' I V.Fs 4) Interest on Balance at Rate of . . . . . . . . . . . . . . . . CICS % Me understand that the amount owed, as stated above, shall be a lien on the above-described subject property pursuant to Washington County Ordinance No. 379 Section 6 (D) and ORS 223.230. DATED this_ day of �/ 19 /- 5 Signature of Property Owner(s) Signature of Property Owner(s) �I S u - 7 STATE. OF OREGON ) Name (Please Print): Address: County of Washington ) SUBSCRIBED AND SWORN TO BEFORE me this7� da of __, 19 _L.�._- Y Notary Public for Oregon . � My Commission Expires: login�,•oLv�r �! i 77 w ..0 , s i • 1 ti ^k r • yyl C'IT'Y OF T I UARD _ RFC"F I G,y OF PAYMENT RECEIPT NO. a of CHECK AMOUNT a 3447. 15 CA H AMOUNT a 0.00 RAMC: a kiC".HL]I L:I II F.�AYME:NT DATE= a 04/06/03 ADDREF;S a FORUM l=rRC)pERrm , IIVC:, 3UIIDIVISIQN s 8709 SW NIMStIS AV17. , #8-,30 OR, 47005 r-'tJIZF'C1�+1- OFFtif�Y1�1F� J1' AMOUNT' G'WID PURPOSE OF PAYMENT i"aMl)�.JN'1' E'IaID _.__ r 133, 95 _.. _. 1:31,3. '� F:%.AN CHECK F17 �� 3 TIJALtatIN VAI.I_ r t I i r I I I I I �:;YNEKTRON T crrA1- AMnUNT PAID _ , 3447. 15 M I ay� 1 �1 1 V. y I ,f 1 � IN S I rr1 I SYNEKTRON STRUCTURAL CALCULATIONS l i 1, April 1993 P R0E-, _,`4, GIN CF'9 % �-, 14, 1 = C v „�I � 'tib� ♦q 2v J /� '�• FL .r i Project Number 292247.05 J prepared by: Mackenzie Engineering Incorporated 0690 S.W. Bancroft Street P.O. Box 69039 Portland, Oregon 97201-0039 503/224-9560 I►.��MA�fiL�p. M�+tt,Ellht� tpi4l _Tfl'BLE Of" Cb FJTt QT'S tom' Ac�ES oES C e IrPTI av , 'RFI 'RCUF L.C%"-5 rRF2 OoF PLAT j RF3- Rfao ROoF F2AMi�U�7 c;F1 - CFI�I CD`UmNS �F"oaT/ICS W&L PRA)E�-s - CI-)L-CS Fof 6eAulr(J 4- LO � 1. lU '44NE45. LFf}1 - LFA} LR-TE,2AL Fbeez HA)& i� ht')o UES i 6 N. A I - A8 A�ucNoea NE.pU i2EinE uN7 S- -rel,r-cvAw To 1 RCAF 4)ir1 P MR)96M eo,UD EC T 1a,us. 1 M! - Wz L1li..� a I� BY ;r _ ! DATE - / u — M-9 MACKENZIE ENGINEERING INCORPORATED JOB NO. CIVIL • STRUCTURAL • TRANSPORTATION SNT OF 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 972010039 • (503)224.9560 • FAX 15031 229-'285 D i uNryu o o�cureciN � r , jt r I: '^1 Lv � • 1 ee*o Lot '-1 P L� Z U►LT - U P 9_00; 3.O I QI3 U L A T1 WJ CEt�►Nc� 1 . 3 mEcN C-LEL. 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CIVIL • STRUCTURAL • rRANSPORTATION SHT EF,; _ OF _ r 0690 SW BANCROFT STREET • PO.BOX 69039 PORTLAND.OREGON 97201-0039 • 1503)224.9560 • FAX(5031228-1295 r kt%CaNaeENmroED NURtNotNCORwT tM ALL FONTS RESERVED_ rJ �" ,t v ,R r r5u-g- 9uRUOS � r rOL 00'r W CG` 'PutuNs oft + b/tuuM+s I ; gI- �2'l2�+7�� 1. Gia V i 21S Lg S1MP'�O0 FQ'Zu Est. E0 CQpQU � J?oo C4:- M= 52�,3 rr•�- r1.5 -� 8P" v 5P 4b - 122 ps► -� Fb= ►�Op� ' I " U56 ZX b DFL PD. 1 2 -O 0. G. ar BY DOTE_ �_��_ - I MACKENZIE ENGINEERING INCORPORATED JOB N ��-7 _ CIVIL • STRUCTURAL • MANSPORTATION %4T. OF _ 0690 SW BANCROFT STREET • PC.BOX 69039 PORTLAND,OREGON 97201-0039 • (503)224-9560 • FAX 1503)228.1285 MACKENae ENDININAING INCORPORATED r !'/M ALL RIGHTS Reav"D �"-'-----------_.__�_-- It 7 y'. `�U'EU JUS 211' wicu Cresawr, — - • . T L.r iL UQ tr ()3 p f a 25) Il ` 3Oy �,t� ?�J e;,= lo�l w2w'u 1A) /.l�j �Z.OkSi� l psSw►r� br- dApl*-la' 4 ' ► G� 2'�2� 1Lv'�Z S' 113v+�� NG 1 1 2 vvI S� f 35 v+�� lays 1.01 6pL_ z2. y.2�y o, 4 �1LLL 1 IU� /r ll 3,q(.0 Ll 34L2q0 C-,L212 Ig W/ c' {zrr 25 rit spans 2or- V� BY �f DATE._?Z�-QQI -_ 15 MEMACKENZIE ENGINEERING INCORPORATED JOB NO. 1CIVIL • STRUCTURAL • TRANSPORTATION SHT. 14 OF 0690 SW BANCROFT STREET • PO.BOX 69039 PORTLAND,OREGON 37201.0039 • (5031224-9560 • ;:.1X(503)228.1285 iO ,�LLRgNT1'RlSI'�RVED .r - x r y _ i V y' (�2� ,� 5 WU 1 oy "1 WLL s Z OO r -- SREoe' Ion ,m3 CT L Z'/2`' I 1p'l2 3 = 11 �- yl. 3v►+ S 1'/Lg3 6OL,; .W LO C= N .Pub 2q p- JPS S a� F V3 .,1 .� BY 4f — w DATE MACKENZIE ENGINEERING INCORPORATED JoSNo. L— nCIVIL • CTRUCTUnAL • TRANSPORTA-ON SHT.I�FF:1_ OF — `"� I I 0690 SW BANCROFT STREET • PO 80X 69039 -- a 1 • i , , MAMNat lNOBiRLIM 4 WCO11POIUTM L L;J j PORTLAND OREGON 9720 00:;9 5031�2�9560 • SAX 15031 228 2B5 c ,M„UWOKTINFWWR en J + `MIirH1lRP M�X"'Nu. .�wr•^'YMs�1!P`w"�, �.;�' p y, ,� f 1 4. r.'•. r 4. nPPI`krH:MR'N`a'.:ne•K M �A »1 , LE0 6e lb iC.K- UP ►OU9LiUS CHSCk. OIC AOA,LA6« IT' of #X !y PT (20664 witti wod- ior) - oe- - ,4 wak5 lead 6nie 1 I-i5(ym13� _ �ti 1r 1 � IT 1� ; C,=3'�2 ►- 'Fz�3.?S) " 5.125 . . M z 3.1D$ I S,l25 I a/3 io15 Q�3 maX «nl- 1 ,� ��a,�+- OZ5 do off, (*Zo-G ps; f BY { _.. DATE_ i MACKENZIE ENGINEERING INCORPORATED JOB No. 1 —r CIVIL • STRUCTURAL • TRANSPORTATION SHT. � OF I A690 SW BANCROFT STREET • PO.BOX 69039 DORTLAND,CnF,GON 97201-0039 • 15031 224-95c, • GAx(50312:!8.1285 YAMNaE EHoINGERtNo IeM. W"TEP IM ALL AnHTS FASE"M Y�'C j r r , t Mr' " b NI�M�I/.II�M�IY' ItIAIIY.w..14..;:-.: �' .:..rw+.wiv+Mss+wta. Cr:acrvd'l+kwdsul•Me..w.. ,•'�,., w _ xa•,..,.,._ . ...�...eNw�vMIAtUJMP1MS 5w...•,« ,_.._ .......:w....�wwrwrrr�w«L:w.�.I,.St„�.'.� I k � ,*G. Lk cif caild '.�;. I T' �•�3 "`�2 bb tis ' 0,9'S "lbo l� �"�' . . bo/t5 ` O-P z 11 l be l�- Asswx-. 314"6 P A-eAfoLTS r ' 7.25 " .. • s - e a min Spa- ltd bo Ks toka tfu ,�",r s;oyl rPi'd Spa. ak- For ' •%/)'ls 10�' Tm UX .= �.23�'� I,J l 0 S c i a 1 ins c1i ay. A-lk q bo )-t5 -ta k 5 huoL r. 12d S pa e tl = q.1 Q.c-tuck S Nrn -7, 25 -fm V(4au- y VMA.V t 3 $-1,' eg-�•� . -7.Z5 3. I �TE�cnaN ��• +'gin ; 225 II USE 14 ?.T. X66 QE e w/ (� ) ^3/y "(� 1 M6LL ) (s )(o O,C, goel,z.. AF DATE MEMACKENZIE ENGINEERING INCORPORATED JOB NO. CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 SW. BANCROFT STREET • PO BOX 59039 PORTLAND OREGON 97201.0039 • 15031 Z44-9560 • FAX (503)228-1285 AUCIGENLE ENGINEERING INCOR1117RATID MALL RIGHTS RESERVED i. 1 r. ... ....-.. y --.... F7 .YY!'i�W�RLir1.C�» , .��.w•.4�tr.W4''NYt„fKlR".?�,MH'RM/',M:x r•«ro-s evwe.r..�tN.' . 1 7 IT I y RIB I V � +i it- C)-6q t-o.6q� tj AA I�-b I 'P P 15 �I = -1.81 K"DL l3" LL f}s 202.5 2.d >L3D b.� S�- /012,5 L,4 Ic, '.� �'3)q 3 .d� �/Z 7 i9..Lk Tr— 1 d Mmax` �, r►r�3rd �b= ICv3(12) cO(�Cn p-s► �b - a?yOC��Is; ►oo® I BY DATE MACKENZIE: ENGINEERING INCORPORATED JOB NO. 9,�J 7 — 'IVIL • STRUCTURAL • TRANSPORTATION SMT L OF !690 SW BANCROFT STREET • PO BOX 69039 ''ORTLAND.OREGON 97201.0039 • (5031224-9560 • FAX(5031 228-'285 mAmkzwffl4u�CENnm NCOWMIATIO 1 O i"t ALL FWHTS FWUFIVfD 4 TV !. 5 (ZU2.5) 114q bn Ll I ..a 7 I By _ F r; DATE JOB NO. MACKENZIE ENGINEERING INCORPORATED - CIVIL • STRUCTURAL • TRANSPORTATION SHT. _//��-Fq. OF 0690 SW.BANCROFT STREET • PO BOX 69035 -- - PORTL.AND,OREGON 97201.0039 • (5031224-9560 • FAX 15031 228-1285MACKENZIE IWINEERMO'NCD170QATED •y 'fl i W Nl RGNM RESEWAD -- ! 3 .__,..... .._...,,...__„w�,,.., _.,,...,....•.�«...,..�. ..:_.....,....-.,.._ _..,.,...,,may z I 1 1 .wa 'i US aye-v5 ? • 0.544 11 (D SpA 0) _ r , (R�l I.5.0r- LL 0` LL 20. -n, n. r �. r 31 ( (3+ Ilv+ 2�+ 32a-�ory� +-SGo� + �1.8C(vl •9(o� � �{q ,4G ' 23.3(v�' RAp�.► 5 --44 44 0� LL- T � 'T?A n° 5.yy t 9,01 - 114,17)V'*' `K p Ll, 9.o�► '` f r. no-re frog, DLt LL 00 'BACkSPAI-3 -f TLC., DN CAkMLEuC--¢ r r 3 r(5(v j + 7.a(ccl,9(o�"y9,H(o e- o.3y t ' ��a a►o g�� t 'S t -7.8 18 .y(.p w-OL wars+ UAW err c ren ;-royr glularr bewm. t 13 °2" LL -b W I I cmilencm r DATE ! - MmMACKENZIE ENGINEERING INCORPORATED JOe N-Oa'/9, y�_ CIVIL • STRUCTURAL • TRANSPORTATION SHT. _�� OF _ 0690 S.W.BANCROFT STREFI • PO BOX 69039 _ M? PORTLAND OREGON 972('- 039 • 603)224-9560 • FAX(503)226-1285 MAOMN21E ENo1NEERINo,NCORPORATED T '`1 0 ,m ALL RMNTS NfaEAM "!7Xd!�>�^�'� �u �� M}MI 1'w �►' �"r �+.-tnrw+"RM'MII�p�4�Pl�l�a�' 'N�Wk�'0'�'1�""'�� fir✓a�� 152 ccm t'o1 , ShQuf Vg 2i4Hr= 20.84 f S = �,� ` Vg t,EFr ' (o2,Zq'�_ 28,f3 " 33.5 "- S"- puf li r load wifmi of fa4r-e Ev2 DL t LL on backsqav\ c- 'D I_ or Can-F;Iever' (In aY /05 nom et* M(-)co/14 ifw( ' -7.i3r (12. 11-7 Tft- F 1 M(+� = 251 @ 3rd cone. IU(1G1 (zti�) oEGA71UE mome"'r limos Ta� (p314 q091 CV5 - 12cc1 �l 2f�19.LIc�� -4 b= 312. 3 12 - a 580 ; > - 2 1,15 (I ZU 6 TR� 0)th(39 GL A= 2ca3.3 SR 1-711 �'r = p.79(i Cys 0 13 o 2 El, '31m4444 �b a 3qo P; z- r<,) ox I.5 (Z8,8'L L /443 , < r„ /,l5(203.3�) Foe DL+ LL A O.q9 ( NPy I'j) 4 /, �C)Lt," 2;140 0.(D Z _cam �y y 39 w 1 c- v 24 F- Ve) _ BY DATE __15 MACKENZIE ENGINEERING INCORPORATED JOB NO. � CNIL • STRUCTURAL • TRANSPC^TATION SHL 1 1 I I L OF 0690 SW BANCROFT STREET • Pn.BOX 69039 PCRTLANO CPEGON 97201.0039 • 1503)224.95,20 • FAX(503)228-128,9 4UcKI!NAEENOIN!EVW4INCORpopArn C ION ALL AIpHTS REURWO „ 1 r A&'� 1 � 10 —*—_ Q 1F I. u, T lzfY4 'R83 s —__ p_-- 'p Jx; 3 Pum 5 RL -31 _ i o.y 5 r u_ l(o.�2tTL 'R�$ �•�J� "LL CJS BcIB 5,28 t-n �'y. 7(0.5CJS I -7a P;4 Fb' 2"lW �o d iU5 bOL- 0 U i.SDo�- Ia� � ip�Jy � 30NC�L (2gF-V'-f � wi -- - -- ------- — BY C DATE, J013NO. 40 MACKENZIE ENGINEERING INCORPORATED . CIVIL • STRUCTURAL • TRANSPORTATION SHL REI;--OF _ 0690 SW 9ANCROFT STREET • PO BOX 69039 PORTL ANG OREGON 97201-0039 • 1.503)224-9560 • PAX i5r ;1 L78-1295MACONZ1E ENMWE11tN01MCOMOWAIVO D M ALL P10NTS RESERVED f r a R �Z • 54-1 T iol o� SRL) (0,y5" LL c�•D"TL +- -Z'B.C514 �- 3rD,5y 4,44L4,5 4- 52,54 W.5 Lt) + 160172(6p1.6'�] - 15o' <-:19. k LL I U.12 WL \II.(4 fvfz v;,tc,c_ fj(Z.5`-1 t lo.54) 4Ip.72 (IZ.5 " 313. &4t"� SV�p f ' V� Q;4 r♦T " 2 C��-� I cn,�2= 32.7 2 8 2 N,72 -j V g� (n2,5 S - 3 72 Z 9.83�` 9°""S. Sta -tu Co31y)c 39 UL wJ C-0 –— -- BY —�— i DATE_�' 5 '_.3 -- -- -------- JOB NO. �Y I MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURE'- • TRANSPORTATION SHT —�- OF .;z :590 SW BANCROFT STREET • °0 BOX 69039 DORTLAND OREGON 97220"40039 • 15031 224-9560 • FAX 15031228-1285 MACKENZIE V41HEER A INC)R"ATED M ALL AKIHTS RESERVED .t i 1 M ' J 1� 0 d Vi rQj 1 ?e- O w T � M � � � Com. • � N s I Qd Lo �'► '9 Qo d2 0 �. P- s T" �I c BY DATE MACKENZIE ENGINEERING iNCORPORATED JOB NO. r., �q _ --+ CMI. • S,RUC"JRAL • TRANSPORTATION SHT. TrIq OF 0690 SW BANCROFT Sl REE- • DO BOX 69039 DORTLAND.OREGON 9720'---39 • 150'31224.9560 • FAX (5031228-1285 MACIEN21EQN01NEFPINONCORPOMiFD 19K ALL WGHTS RESERVED I _ 1�fa �11M1 �s i 1�00 (COB -7.v8k- 4- 1(0-+ '`+- 1(0-+ 214- 32 4- q0) IH,BCo (`i,00)� Loodo 5 L 7.to 5) 4- 14, 5 3,2Cv �A z E3 1 7.Cc6C5,5y1 + I (o 18,5 I(v9r ' s s hea r V r3 p,.U,�r ` 1Y•8(>7 * 7.[a8' 22,5dams Ua af- r s `f 5.27`- 22,5 " ,1x.77" --7.08` 15-, 1 r' brn eL�N 7 2.Nli' (25 } SR ic�4 (�2 735 1.)5 (2.44ks�) rAR BY DATE_J� " —_— 108 NO. MACKENZIE ENGINEERING INCORPORATED ✓il_ • STHUCTURAL • TRANSPORTATIONSHT _ OF , 0690 SW BANCROFT STREET 0 PO 90X 59039 anRTL-AND ;REGON 97201.0039 • 5031224.9560 • FAX 15031229.1295N2IEENDlHEEMN0INCORPOAAM 0 I M ALL RIGHTS RESP-RUED r� r4q �+adua�r,» ;q�r�.Wy * +slap•" i. 1 Tri ( Sly v Z8'Jz u, . • . EZ� Iqy, Co7(S s� i3, oZl �y ,t DE.FLEC1100 w DTZ ' LL ZSNO (0-`1`I) /q 77 � C)L, c = c) r � 3)y � 28r2 b,44F -V8) C=� 1 c�Urst cam -kry" reac tlw @ C-MC. u>111 = D1,4 U a►. bu c.kJpaj., f ol- m�, wn-ti l user L- P8 � �+1�t2`� 42)z)+ 2,88(40) 5,57 Z.9G�� ; 3q.q& � 28• I '� lcodo ` '7 Cv8(y> a- Z.38 4-5.5`7 - 3 q,1-1 rs-7(b-5)4 Zm(S.sL ) SRR- 35 i-7 - '13, 1 II.07 2nd canc 1,)oc( 1 .i A BY�rl — -- DATE 5+93 JOB NO. sem _ MACKENZIE ENGINEERING INCORPORATED �� CF CIVIL • STRUC7URAL • '-RANSPORTATION v3HT. ,, .: OF _ 0690 SW BANCROFT STREET • PO BOX 69039 POaTLAND CRFOON 97201-;^39 • 1503)224-9560 • FAX (5031 228.1285 MACKENZIEENOINEFIMNOINCORPORATED "2 ALL RIGHTS RESERVED -G. y t. ni . �'AR4p Fq A � �. sy`�V -n4..ar.* aa; c. •y�,•y.�`.nrgW�7a`"4.-*�,yp�q .°„� i��..�.�P►'„Y/'!�1r'+µp+M'"'a•n,�t'°`•�•ew �"'�tY..>w4! r '�`�..�.no-,in•.'KfMe �.��,''�� '�i�"t�`a�19:q'� iy.,f-, ... - - .__.,. �. �'., a �,Ear� RAZ IP4 ? P ? TF) �5 C, 31446 �}y = 5,q5" UL �= ?•88` D� @5 = iz (S f3.g2) 7,,,8" 5 .-72'`_ LL a— ' rRArLCS,I'�(8+ + � �C19.92 Z7.g2�- 35x42 J-u3,gZ> 15,8(r�y1.9(v� loam s IS ,w8 * 2(5.72)-4- 5, Sy" _.. L+LL 15. Srr,) + To (44x40) _ ICOq F 0 2 OC t (,�- clY� IOp t- •DL yr ��. dam�,'t c«rr. BY k, M'—�= 5.9518•x ) � z.88(� �8) = 72• � �-rT '�8� 13,y5'` a DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. _IVIL • STRUCTURAL • TRANSPORTATIONT� 0690 S.W BANCROFT STREET • PO.BOX 69039 � SNT. ""S; 1� 1 OF _ PORTLAND.OREGON 97201-0039 • (503)224.9560 • FAA 15031229.1285 IWZXII MALLRMTSAL-911 0�NConP7MTtp fl rM!ALL Hg1�T.AESERv[p t n - _..• a Qr co T — I 4 ml ca N T QJ O G� r ..- x e� N � ►P ,�__11 ,J ac q c0 — I By DATE G �— JOB NO. MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAI. • TRANSPORTATION SHL �I 1 OF •J 0690 S.W.BANCROFT STREET • PO.BOX 69039 PORTLAND,OREGON 97201-0039 • 15031 224.9560 • FAX(503)228-1285 MZIP"INEEnw111MCOMOMTED tMf ALL AlQKr3 11ESEPVCD 4 V'• I .nor. .. �-.. ..-.._... ....... ...,_,,,,fin•. _..... a ..��...«a«�eeMMIf6dIN•'!�'tll�ft�Vllhl .... i II � V•�� `F uo c�ki a,r• -1b "R�"(� 9 K- 'RfZ ,(9 r I cunt. w,4I - = o.lu kir Mmor�c- 5U`"� @ Znd cant. load 3.41d Ta- �r 2nd corn. loaag 1p 1' t ` �R�'7•� biz° -7• 3 " M mac- S 3.8r"r G�ZAA c i �. 3.5`f �_ �`I'I•`�rLDWald. _17 _ BY__S:f�� Y- — DATE JOB NO.C /02QL/7 MACKENZ.IE ENGINEERING INCORPORATED ��, CIVIL • STRUCTURAL • TRANSPORTATION SHT. '. r !Q OF 0690 S.W.BANCROFT STREET • PO BOX 69039 -- -- — -- PORTLAND.OREGON 91201-0039 • 15031 224-9560 • FAX 15031 228-1285 IMALLARIKTI ESE"DURWO ico Arlo � IM!ILLL gH3NT�R!1!!AVlD � I 1 "q r., �Mt ��w� 1N�Wk"�,�.,;.�_ ""> eNrtbfJA"aF`M..• .�N�.� .ks 1 � r j�,r • • �. 195 T2 5'15 `� ► �" G•L. Q —e y 27(0.8 cvr- 01914 IL I'Ll 14 0.Cl, L/330 ` LlZvo ourE : 2y,r-ULf 0 OT rl— TD lac.( owe MAT-c-- 5,N pseu- R amat/✓ C cm>7.) �nc(ea/Ie --tr) 5`119 X re V. -to 5 X I� Z C-,L (241 F- ) r "e BY .r ---- ----- -- —• DATE JOB NO. a MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL + TRANSPORTATION SHT. f��✓ OF --� ••1 0690 SW BANCROFT SV,EET • PO.BOX 69039FLm POW LAND,OREGON 97201-0039 + 150311 224.9560 • FAX(503)228.1285MACKENZIE MINEIRM INCONPONATEO 'O IM ALl RIGHTS MERM .w1 .ryuK��1 �qn�,..,... _ ..-........wwaiwMRrcgNw+•.«. __,.....wasllti.7fY�N1Rq.u+.ar..... .., .. _. _,...a..p,�y�• �M e I2. FOfz TiL.T WALL 'PJ GLULAM bM ( n&-) I , ReQc_lion3 Ccrc. , coo (� lea w, "R B Z "1 (, p 13 14 ,U,8�1"'TL Lo ONE f_o�J1� CT101J IDE51'6►l� f�o2LIF-V$ & L Pvam5 F-G1- 6UO p� bPor;ne R = H(5 � � 3. 83" wk 5'i4• t= 0.59 Lulp 3 ly" bAw,f(`nc, BY DATE y�MACKENZIE ENGINEERING !NCORPORATED J09 NO. ZJif ( L CIVIL • STRUCTURAL • -RANSPORTATION iSHT FO�� OF Q690 SW BANCROFT STREET • P0.BOX 69039 PORTLAND.OREGON 9720.0039 • 15---31224-9560 • FAX 15031 229 1 P9VMCKENVE ENOYNEIIHM INWPPORATTV o .••z au nYaNrq neaErrvEo 1111.pqw �'a i 4ry"y .Y 1 ^"1 !'f I f 1 EM�c Foy- ly,5r t?eac-l-iO4,\ -e od eol 3itA do i v) fbI I o w-i pai-F-.e f n - r ; �UW NO SPF.f.. IU»CCTevv ` • 1 tit., Iti 2 • • � t vul 1L5 ilk USE (8 ply`x W headed SiudSA,,- AS O yq2&ilk c� L� 35/a" dh 1.25 , = X ITL (Z.5 A% -+ d J-7-- (3st) 3,;leI.25� 78.5 1,0(500 D 77 ; g00 '0-+42) 1,0) 3ood 19, 3?'` r Dlhwf, s v,a(0,+42)((Qn Vs f 0166+ 34's • 0 , 75( � o ) 1 19.ow �R c-- ::zch'cn, i'U2,4 6 cua�hctly ' (--, fenrA CkaI'�Y,) �y.4E1�I2.o4-I�J� + ('5.740/,q,3 ]� b.'�5 , BY JOB NO._Sd 9C; 41.7_— MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • TRANSPORTATION SHT. IlI OF 0690 SW BANCROFT STREET • PO.BOX 69079 PORTLAND.OREGON 97201.0039 • 15031224-9560 • =AX(5031228-'2;5 r w�cKer.nEElraa«�Erm+oK+conrTtn� �� p7 ALL RnHTS PESERWD _ _^ i tie clues a f�,✓n -!O ' C� ) h,r urs c( Stud _ I2 � 1 7v P,.= I,sG67-Yq,Z3> � .�3t z VL = 2 � � 13I12.0&-1) l � J Co N.2ud.ec� sfu� �affe�n -ok nom', inc�¢a,e, �Pactn�s Barn (�" -fu X312 g Q cu mud CE QD-T PAGE �rU� DE l)qr IL . r -�" BY _.i DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. CIVIL • STPUCTURAL • TRANSPORTATION SHT. ��;3 OF _ 0590 SW BANCROFT STREET • PO BOX 69039 - PORTLAND,OREGON 97201-0039 • 1503)224-9560 • PAX(5031 228.1285 MACKENZIEFNOINEEVUNOIN(`IOWAAMFLT 7 fl i M ALL RIONTS RESERVED r F i�^ / La ►�2" RE�Ru � ��r � � (each s) p, ' p �- I'y'1 VEIZr St,oT'fEO }golf W M Il`77 H eApW 1 I L SIDE '/I w 8"Y- WAP DER114 M o,�l I " i 43 "C0 HA iZpP @ sitz" } 5fU0 ULU-SAM • bcA A 5, cone,- pane �. �� EA�i►�Ca '�3k(� 5'W x(n' B - Vq T ' -- BY _ DATE - vQ 1 MACKENZIE ENGINEERING INCORPORATED JOB NO. t� / oc T� CIVIL • STaUCTURAL • TRANSPORTATION SHT 'F_ ;q OF 0690 SW BANCROFT STREET • PO.LOX 69039 PORTLAND.OREGON 97201-0039 • 15031224-9560 • 9Ax 15031 228.1285 MAGQNLEENOINEERwD,NCO{LOIIATIO C IOt ALL RIDNTS RESERVED I� i AL .. 7 r � I Y' cl It 1 Q _ Iva M a W _ 1 _ Irl v ti A a a o Cj r Ln -,,,4 tn u k � s %-/ FC lCfW6 SC NEDULE T-- — - 9Y v F /—� ---- DATE -3– IO' T MACKENZIE ENGINEERING INCORPORATED .JOB NO. i� .^'T 7r ' CIVIL • STRUCTURAL • TRANSP DPTATION 13HT. — OF 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND OREGON 97201-0039 • 15031?24-9560 • FAX(5031228-1-? IM ALL R ENUM[EIWID GOMCUUvrn 1N]ALL RgNT]11[6[IIWD Ylri ..,.:.-..rte.. H a� �"�4 IA 1 VbQ 1P! „ ,....5,v c: a#•�1N' y TOW, y`«ll' . COQ FTZ,, D,u G�L1/J F>�rn bEAm �g 2 � 'Pas 2 3.3 U"tk j 2-L FTS ON 6 0;)o C, � 7.2" DL BEA lz/3 44 I�rys �� DL= I Aq 2 3,,4 I II } 8E-Am f!B J4 3q I" LL r s 0 4 COL G Rr OS E 4- 3,`/ 5 l�JcirS� (.aae ) 4 M9 TL 2-3'L Tl- 1.'Z Z1.'Z r. -- —--- -- BY DATE MACKENZIIE ENGINEERING INCORPORATED JOEL NO. –IVI, • STRUC'URAL • TRANSPORTATION SHT(_ --_ SOF ^_ 0690 SW.BANCROFT STREET • PC BOX 69039 _ PORTLAND.OREGON 972(11-(M9 • 5031224-9560 • �QX(5031 <a' 26Ti ►UCKENWENOINEERMgtNCOR►0ftTED !NO ALL NIONTE RESEM0 _. ._----- • r LOFtiOS 'fO,' 1 Geio �j _a ►�� N o2 T h r © Coy- FTn ox) c,�►'� 3 '� F, G, u oe BEAM z 15(v rR �,= 145. 3 R, r BY r 1 1 w 1 ?i. l s i, r DATE L? 9 MACKENZIE ENGINEERING INCORPORATED �oBN 1 s21��y7 1 CIVIL • STRIJCTURAL • TRANSPORTATION SHT. (Z? OF 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 97201-0039 • 1503)224 4560 FAX(503)228.1245w CWN211 ENGINUNNO iWnM-(MTM ' 4 .M All A,OMTB RESERM rti Ji �t.umNS 0� 4�i0 u�uE B ((n TaT-A t`) i LcA7� Ff'ontcuV15 2-t = Co 2, TZ n 5 - a2 3, 4/,1 DL v`o 3 9.1�- LL Corr 4 r= 241'-3`= 21''r' -, 715 COv-(D>< yy Ca p. = 71 s E (D-Z-5 .� 7i U x 511Co cop.-- 65'L f (:OLUr>1►u oN 62iv) L-ioc C TOTIAL) RSI Wearfion a - 1q,2k 7-. Fb<4fit' act1c,K z T5 1p x(p)t 3//(,q FOOTiQ ( A J - 4 t COW lyl t-YS d 0 Gel L INE E C 37 X 83 Rear-Hoti X89 �ea�fi�. R,z At- 'WO - Q �p rp .� ' ICS lO I�QQ C`W (1 L y 7 -']►�- _ use Z 31.2 - J TS lD X u Y 31►10 COL U rnNs :)IJ 62/0 L;k* 3 , fP--Wtl F4-J- C17015 yr 5 511 53 ,3 Y- ,� Il, r (I.SC FoffT IOCD y C 0 LS, _ r MACKENZIE ENGINEERING INCORPORATED JOBNO. P-;;S�T CIVIL • STRUCTURAL • TRANSPORTATION SHT OT 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND.OREGON 97201.00J9 • 15031224.9560 • FAx 15031 228 +285 AlIowitimmmm ImcoMOR"T[o� 1 'M KI.I UHn I1tit11Vt0 .j A, i t"� �. �,1. it • • I o=L_ O , I'-4 ac. 23,'4' LL a6Wf6( Ccon1ervo-tire) AQP o - V-14 2,5 Tf� /I_O,.Y I_Qr x I,_ol. 1 VI � -. t,, = I,y (144) 4 I,-t (ZZ3-1-f) 59,44 $u = 5q,�( 3. 7/ Ks C��2 8E A M S+i R- V,= 3,-71 ks4 YZ— 3000 8" y lc 1 3 5,7 A- > Vu 5(Dh Vu� 3,-7/ (I(PAz - lcof��pq q 5 y,3,� 6 Vn= 0,85(q) 3oao ( 50")(80�,=- 5 3,W- > V4, FLC4 IJP -- M u:- 3, 7/ N �t A q c I,2y�00� O, inoc3 °, !eo��L I u3 � ' > /�/u ' 3b &L ! /- - IISE y'-b K 1{'-o'x 1 =d #5 R -A.u,'A� BY DATE JOB NO. «�qd q 7 I w nMACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • TRANSPORTATION SHT. _�^5— OF I ' I1690 SW RANCROFT STREET • PO.BOX 69039 _ 00RTI_AW )RE+;ON 97201-0039 • 15051224-9 iU . FAX(5(3)228-1215 'AACKENDE ENrPNHAPQ INCORPORATFp +w7 ALL RIGHTS RIURMM I . + la Y • xs ' L 3y, l" LL ci 8•. �, - I.WZ3 ,q) } 1.7(39.)) = qq9� qui q9•�'` 3..2g of (� � ,5) Vt� = 3,28 C5-5) (Z,-7S " �Vn = 0•85CZ) 4_3FwV C�,.,� (5,5xlZ) -44,2 -, iW -s_14 IL �,_ ((D+e)4 - Slo' Vu = 3,28 30,25 - (��u2� �8 k Cp Uri: o.353006 (00)(8') q 8.3'- > Vu a Mu = 3,ZS (5,5)(2,75)"/2 = Cv8,Z'`-' r 0,2-5 Vs - 2,/s (7) 5 (1Z p&-, AS?= 1.-7 (G)-c5 OMA - 0.9 I.Bc�`�(�o Io — o•co�3/z �. > M4A WA _ ---- BY_�1.+� ]ATE 3 _ MACKENZIE ENGINEERING INCOR"'ORATED 0e N0.°` L?;,; 7 CIVIL • SIRUCTI,IRAL • TRANSPORTATIVN SF'T. OF X1690 SW,BANCROFT STREET • PO BOX 69039 PORI LArJO,OREGON 972014039 • ;5031 224.9560 • FAx 15031 228 +285 _ MACKlNSK lN .111"'IIINCo""A" r .: ,nn,..,..•.. ..,...,,,«:-wuvmy1�1�1�IMlAww+,..,... ..._.,.waw��•., __...,,,.,,.-..._.. ......,.,arep yi M £ r r' r, C.- • M TL= X3,3" 20` rX- 33,30 L L 1 Ne 3 LASE 5'--C;.X 5'-O S flu= I.q (2D► + 1.7(33)` y.(o q� = 8y,co`- U VA 0.85 Cit) C(.V0�8�� s �9,y PIL 7 VU c,2,8� l,co5 w` y (5)*5 r3 I,55 V*Kl- .� 1 DATE MACKENZIE EN;=INEERING INCORPORATED JOB No. CIVIL • ST'RIXTURAL • TRANSPORTATION SHT. -Cfl- OF 0690 SNI BANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 97?01.0039 • 1503)224-9560 • FAX(5031228-289 ( MACE•NM EMOINUAMO INCORPMATF I 'r IN'J Kl MGHM IIEfEAVFD ..,.. ,, _.. ..,.a,,.nnrx+•MAwn+n""-.. .....-...�^+wq�AAArw+...+..-.. .. ,;."°k1g7ME�m' -- G 2 i 0 L &NL A.5 , C D �tT1 NCa • 'k'C0p, W40 (PUPOK)5) � Row ?ac L. ,noel 8,2201 oz- 15. 8' L15. 8' LL one �u►I (81.3 �( 25'�(ZS'>•' '50.8v- 0 L �qC IDL LL Ca nopa 1 a Tz— r foar u540 R pin 3*- oG '5 L J Y2K oL LL 5-7 k rz— �, r r 1 1 -- — BV _�' F- — DATE 3-/5y MACKENZIE ENGINEERING INCORPORATED JOB NO./I o29ac�47 —_ CIVIL • STRUCTURAL • TRANSPORTATION SHT �� OF 0690 SW BANCROFT STREET • PO.BUX 69039 PORTLAND OREGON 97201-0039 • 15031224-9560 • FAX i5O31 228-1285 MAruNtilFNaw FMQ rAWORAree IM ALL w I ' I l i. Iii I LOADS ?� Pt7tiE� �ObT/��iS '' s • (a Rip Lim -7 Q►� t~ C� N _ fTC, pF Rotor LoA�O 'fig LL PQAe I Wr 81.3Yt512Y') yQ" • LL LTL �II I G2 3 y i o ��N A � E 5 u r1G� N E oG T� O j L Punt► wF- (8�.3�(25'�f25'�` 50,$" ' S(D,2 Or✓ k j 1 i u --- - -- - - BY "A -, ' DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. ' ME CIVIL • STRUCTURAL • TRANSPORTATION SHT. Cor(� _1_ OF 0690 SW.BANCROFT STREET • P0.BOX 69039 PORTLAND.OREGON 97201-0039 • 15031 224-9560 FAX i$031 229,285 �" �am=EWOINE[11Mr0 WCOMOMTFO A qty ALL IIgMt IIEtEnvep 'I r I O 17 2,5 '` -,3 r Vu = (y. i9 ksFY(D,'a x,31') = 55, k C� Vn= 0,85 (2) VU 7-7 (Dq C Fr A57 75`-' > &9k--1 M)a A- OU . •tel'-Cvx (.o'-(y"� 1=p" ;,;��5 )#S `gym �— ��j�- 5 rr s �►ru -- - ---- - -- BY� L _ DATE JOBNO. MACKENZIE ENGINEERING INCORPORATED .� CIVIL • STRUCTURAL • TRANSPORTATION SHT _L^ OF J690 SW. BANCROFT STREET • P0.BOX 690:19 --+ PORTLAND.OREGON 97201.0039 • (503)224.9580 • FAX(503)228.1285rhAACKFN?.M FNGn,FFMW NKX)RM,1ATT0® IM ALL RIGHTS MIRVFO . ..J _ yew Don w1 1L1 —•� is Y LL = Cod n` 5� � w c -r-e q u = 8 5,u" a 3 , yCo ks� .a c c c u F- w s 4-+C-r�e 1 7 VU (ZVn qG C5,5z 2 5��/2 5 k.�,- ., S r = o.2 5 (448)/8 Orn = 514 (8)C�,55> 5. r12 v (p•,y I O,, W/ BY--,�aF — DATE _ i MACKENZIE ENGINEERING INCORPORATED JOB NO. <i �. CI' IL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 SW BANCROFT STREET • P.O.BOX 69039 _ PORTLAND OREGON 97201-0039 • 15031 22d-9560 • FAX 15031 228 1285 MACKEN21E ENCINEEMNO�NCOR►optATEO `? '"3 ALL MCN f7 IIF/ERM i ......wq...... S,,;V tr M Lc)9,0 Tb C 6 Z.O&(? Ft�6tl AGI 5 ( CD S 4 la 011e r � CL —J • r 2, 18 K Q �,R F P () Z FU r LC P2: (8►,��( 25'� `�zxZS� = 25,E►" 0L TL- P` _ 33,E (x ) + 27.5 Oo 2 152,5 X= I`( 15 t 2, � IZ 1 1.lC DATE JOB NO..1�. j MACKENZ.IE ENGINEERING INCORPORATED ` 2 CIVIL • STRUCTURAL • TRANSPORTATION SHT Q! - OF 0690 SW.BANCROFT SIREFT • PO.BOX 69039 PORTLAND OREGON 97201-0039 • 15031 224.9560 • FAX 15031 228-17.85 NACKFNrIFFNGNf.FIVNp i 1MI ALL:1KSHT3 Rf9fRVF1 NCORMRAtfO-- I i v a„ k. h i j r • ,.tiw 't Co Iv uC e fbo7-►rU4 e ,vj t to alb, I.v �• I (25.N ,2,F3 + 25,E►+0,�� k I -1 6z�.3+ r. g µ Z = o, Ice 70 9,3 i 5)(3,0) 2.44 11 iP5 vh < v.Os (i 1 300'L'D k �oOr� /2 1 (roe 5Y. 1 -fo &rl x f r BY DATE MACKENZIE ENGINEERING !NCORPORATED JOB NO. CIVIL • STRUC"URAL • TRAN;PORTATION SIR, OF l 0690 S.W.BANCROFFT STREET • PO BOX 69039 Nil PORTLAND,OREGON 97201-0039 • 1503)224.9560 • FAX 15031 228-1285 M"R/I/IIE ENONVEE.N.ea ALL maN�e eEnveo'R iVfo 11IOMRD ,G �e 1. �': . ...�,,.... ... ...wu�dwrnbh�r•.«..,.._.. .. ........awWa:M'f«S'kS.'W+S.an•u..,... ..w,n,. r;hl�. 's ':� s it 7 • • y 4;-n, vn Fane( '�Wf' Fi'rha i 1.5x R�/I,'r (�ecl(finis ` 4""0L /,;PS4(A 1,W -y 5q" OL �Kn w ((a ' 5 tin t 9 y S tra h s v I,-7 (Z2,3� 41,o - -. ... ._._._ ... . . _ V,,. 4.03 (2')0-31) • 3 R_ ;I Vr., 1)k, r - -- - --� BY 2 _ DATE MAICKENZIE ENUNEERING INCORPORATED ' JOB NO. ME CIVIL • STRUCTURAL • TRANSPORIATION �� 1)690 SW BANCROFT STREET • PO.9OX 69039 SHT =-1- OF I PORTLAND,OREGON 37201.0039 • 15021 224.9560FAX 15031 228.1285 I • MN'RENLE ENOMIEEII.IQ MCOM'01UTE0 RIGHTS 4Es"m �1 _.i y 4:. _r , T ILT - W ALL TflK)G LS — LCA&S J— -Tb p1�'�ie1.� t 60 � Ll v'Q1 D Ce C� CQ= O.CO2 D-15 ' Er-Po5 oec 18 • 0.�L 20�2`�� Cq = I,Z iN oe ou-r u.�A�� F.�E�•rE�uTS I L. P= O.0O2 c �.Z�� I(n•��(>( I10�` I2..2p5?r 6-151 f. 13,2 it-)-Zo' 2.0-25 ' r �P ZI CpW 1 z=- 1 0 r _ 0.2"25 Wp t �vr (�'l2"-th�cic cUYu tua II Fp= (�D(OA1�c�.225�` w,n61ow Tp = 0,225 (tps�) -- I,31zf CI +hlci cant a (� gip- I�a ( q/,Z�C0.225�� 5.3P;�• ..J j — — -- BY—�r-L�-- J DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. CIVIL • STRUCTURAL • TRANSPORTATION SNT, OF .---_ )690 SW BANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 97201-0039 • (503)224-9560 • FAX(503)228.1295 aAc¢Enzle EnamEERlpw incoRroRATED <1 NE All M"TS MURVED u ,"" ti 'l 1 so UT14 LUQ A TWEEIuP i A -iF_ ,� Or INGLGOW6 P�'4'VELS fin// CQ/�D�Ji Ja �.A U"I T 6C7WE:�rJ 4 2,C5 A,r` A,5 (r,�cfst COOP- -TP- (7)*6 E�1 . 1cE �y2 ..4hick paAP- 34 P3 '1rewo15 lip IL 'f�oOF �,pAO ( pufzLi►J5� Re 15,9'��.-- WOesT CASE 2CX)F WAW To PANEL CZ6 (p k ' )/y Pf1NE,L wT~ d1,3 4 1 BY '—--�—` DATE_ MACKENZIE ENGINEERING INCORPORATED JOB NO.91 j I CIVIL • STRUCTURAL • TRANSPORTATION SNL ! — OF _— l I 0690 SW BANCROFT STREET • PO.BOX 69039 �J L PORTLAND,OREGON 972010039 • (503)224.9560 • FAX(503)228-+285 '"1 ALLF"U rgAF&F"O oA�ruso � +w1 w�mown AFse�veo Wiwi, .. ` � t , iYr�1 �'M f�"��+P• wAD com&;tiAnooss- r, 1> -DL + 51i;MiC Z� •D L� 4- 1/2 5 Oc r W;N r� �1 DL -4 5�Jow -+ 'l2 Wim r , LOA O COM'P�. I D!_.+Yi!,M i( \ U=Gf�15C 1 .H0-+ I, 1.87E) �� P v�15 ki w- _ l9 (I 02.'L�= ►2.3'� e Wa= 115,3pnI-f (`(2x25) ZZq pj� wb= 1, 5 ( ) Z Z,5 I. - �� q (►cu+-3� +- z�5�5� � 1 a c,,p..ad 'lcsb �, ICU- 0-350.8-1 Y 2-(o/PJ6 �h e::- I/2. + rz ") - 138 Ot Yz Slmpsar• hanpe 8 CA,- ` r uea f.' fig'Nz - 31q .s 5 31y" .Pb- o.n2 L'-1 a'�= 3rx� + Cao arxa 0.5o.01o7 F-FFEC—n COL W10TNt (�, I ( 25y)Z1 + BY DATE .. MACKENZIE ENGINEERING INCORPORATED JOB N°. ��-- 1 CIVIL • STRUCTURAL • TRANSPORTATION )690 S.W,BANCROFT STREET • FO BOX 69039 SNT. OF I_ W)RTLAND.OREGON 97201.0039 • (5031224.9560 • FAX(5031228.1285 MACIIEN2IEENONEERNONf.ORroMTfO... fea All RIGHTS REIMF' l '7 IV-IF of i I" v. �,..... auxrwexb:An�+vw:�J!�a+q;i�C:Mkk.,..��n.,,•,�•.... ..,._ . _ ._._ .. 3.. ',•'1 M '�'Yjss Y yl.5 Z 1-� 8'"o,c. 31 �`�u ill.5= l•Co 1 c;A_ s�Put Fob ca Icc. Iaimy CrD ,orogrcr�, a Wks y,383,94 7�; .a,ts" uol (a G 1.25 c o.°135 Mn ° 3622 0 0. 551 Mn= 391 m=o.8co" 05Mn - 32?,) mM 395 $cr - 153 SCr - Iql / _ (P.93 " o- Gary -. mu, 33q�� " `r ' M 328 r AG , mu-332-cmf% -05 @ T6.! AS - OJ7I (y1.5�� y�z �c� 0.2G � � MS' X09 1.,q3 / 6s - 2 8$ . 2�i�.1 ZIA. OM,- 3(o�l ' rev �r - I bK r o✓P 37 in1�5 ncr' 2L� roman, 6t d �S 3,Z3 ''yCr2� Z. ( 1 1 ��(eau cmc, 3-t4,iidtti -tri 3,5 ,7 - — — BY II �� DATE_- V__ AI ---- ---- JOB NO. � a a Y 7 MAC;KENZIE ENGINEERING INCORPORATED CIVIL • S--RUCTURAL • T'RANSP'ORTATION SHT OF _ 0690 SW 13ANCROFT STREET • PO BOX 69039 MACKlM21l fps"WRM INC01M01U IV PORTLAND,OREGON 97201-41039 • 1503)224-9560 • FAX(503)228•1265 a ALL APOWsMUMVID .ew,u;.;w,an Kw�rO moa �?'�.o-:�n;.-•�. A r; -7 s • the t. _ kJ r�a� o;low IoG_ mill- l�t c� ljoohPI= U py�'� A • . o.o813 ksr 'SIF, ` 1.5/12 MW 440erZ + 06Ae r 57RCL fa l min Ar = 0,Cy-)25 110, _Lg�iGN of L1N71�-(- CL_ATE2AL) Ari 0,2Z5 _. ?,cru = 0,75 C1-87)(185.7ps 1 A�r a 0,2 �o_$�z) 0,072 //)1 i Q-(b.20)(to o,pool o. 3 3ea 0,05(.3500)(12) M„ - o.nook-0025,75 C�/I tj -- 0,G 57'f4M y h e k C{u r u M CS = �r t U �_ 35ov 1-2- ►'25,15 _` 1`.4 ( 19 0) Y5.'15` 375 #�fcob 12o.c. q + Verb BY AF W DATE MACKENZIE ENGINEERING INCORPORATED JOB NO.Cbl CIVIL • STRUCTURAL • TRANSPORTATIO14 SHT, r OF 0590 SW BANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 91201-0039 • (503)224.9560 • "AX(503)228-1285 p ' +�Nreer+nu+eERr+on+co�ro�uM an KL MGHTs asep"o ..w ..< .:xivx,�&tgP�, lrt;+'L�� :,�,»sacr t .4.pf��ApiypwFa:e....-W.......,.•.. ,...._....._. _. . + r ob '( W's _ l i �i TT ti a out �AL� PAOCL BiZTU)EGQ 6 e*,o rr � EA,FAcE aJ pl/',Ur 1 l LC AIDJO S �UOF Lath'? s ZO p j= 5-jasF (Yzx8')- 62014 24 'f2 70L,- 015 RL- 5 P/2 72.5" ?roes 15" 40,^12= 2.2" Tu 3 25-+ 'A DATE �y MACKENZIE ENGINEERING INCORF ORATED JOB NO. CIVIL • STRUCTURAL • TRANSPORTATION SHT. 14_ OF 0690 SW BANCROFT STREET • PO BOY.69039 _ L PORTLAND.OREGON 97201-0039 • 15031 224.9560 • FAX(5031228-1285 >9RoNrniNFs OI caRroRA MIm AU l I 1 r i 1 5oc�-r� (-Al( FEC.. Ccm�f'd amu) 5 1,44) 2")= Z.3 A- r, I?u2= ESQ 16,3 02 244 2 Zo Rj� J 'hSb • I, S � do � 21.cc P� '' ? urs I �q p�j ZAru - o, -75 0-81n-7 ;5 1,:� I.E-NG Tt4= `lz12) = 33" �.' Tj y 5c, 45 - _U.?>► (33"�' 1.?/ Z, s. t9, 10 14i Til-t.7 / 3 �b 33 zr-w- ec3 ls;Hl ?�_ 2,3" 1 I,-7 ©cr= 0,ZCo Mns y0/ c. 0. t,5 ' 3,09 2,q ok Zcr- 13� �U F 3215 4' 1 i - - ---_-- - BY DATE MACKENZIE ENGINEERING INCORPORATED_ J03 NO. CIVIL • STRUCTURAL • TRANSPORTATION SMT, _'P7 _ OF 069G SW BANCROFT STREET • PO BOX 69039 ME PORTLAND,OREGON 97201-0039 • 1503)224.9560 • FAX(503)228.1205 1 �DM+coarc>A�rtu 6 I r ��: v 111gp@�A�li ��'C1't4r?.!�s+b u ,..:._ ...,.. ,..,,...a,;M�.,.,wnitAww r,..,.... _ .-.:.�..,•n�n•.r..y,o..m..wmw�w t�'.;�i g, vY p64 Y�If T WA-LL Pflk)e ,- 13EIWEEO 60-DS o2,43 3a4J Aq dii i H 123 C3 5 \L-e-r. EA ,FACE r -RCOF LoAOS 7,0D` l,Sps�f (11z X$'� 6AC:f t x 25'r 12 ` D,'1 5�` — Zv,�- 25p RJz�c-lioti.ti dor►• 'R r�2 �o�= S,y'� PAZ Z,-7` 01- P12, toL LL IN +�A�E� wT 12.7 " l s�xr�h wo." panel 4'06: 1 k 'l --- — BY'LyqjE_ c Ji)B NO. MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • iR°.aSPORTATION FHT. rB OF _ --+ 0690 S.W BANCROFT STREET • PO.BOX 69039 PORTLAND.OREGON 9720'-0039 • 1503)224-9560 • FAX 1503)228.1285 I MncKEN-I H rs AFSER inco�rorureo -- I � 1NJ AI 1.NIRNT911F4E1YVED .--� r l 'a:. -.-..., .a:Nkh.bl,k'.eS�,MP^m.:.n+!'✓'gY11Y,WbriW,�NrW.( i P (SOL;o pour L) � 11 _ U)AD COMZ 1) DL 'f JEIvM I -1 IL r�2- I'L,Z '^ • r-) EFFcTIvE coy, wloru= O,i Czs' i2�{ C �5Ei5•�+r� - /8.3l0�-F �y1.5,2): (n 3, 3 ZcT�. 0,-75 37 (03,3) S6,B � It jyat ng bm Uilbac D. 0125 ., y1,5K 2,875 b P, _Z pUr rod CA�Cu��l>ae_ PkoGRtfM. ` � ` 53W b= 402' &o5 Ml AJ By DATE --- JOB NO. D2T� _77 I(� MACKENZIE ENGINEERING INCORPORATEL) {� :IVIL • STRUCTURAL • TRANSPORTATION SHT. !9—_ OF 1 ?690 SW gANCROFT STREET • PO.BOX 69039r—,�,.KIINZIF enGNIFFANG„OCOMPO AIM PORTLAND OREGON 97201-0039 • (5031224-q560 • FAX 15031 22'1 ':'95 I p ,NOMI RIGHTS RFK[�VfO I L 4 ` v ' I N'. .... i WE5r by PA - o,o rm aAC Mn • Z(oCo = U,8(0 QSMna 229 1- (s8,3 5`} Mtn - a5 a1+,�. Sa(h Fac�� -tri (4/)45 A 1. a q 1. d- C 3 0.85 Q) M„ = 32y 0.&o lMn - 279 � �cr� oy2u Ct 0,(n88 Ms ' llo,s Mn L 2(0o,8& $4n = 22 7 -Lcr Mt( .7 b c r- US F- (3) :O'S EA Fri(-E V EeT � E-4. END 6f-' Ptl c, — - 3'-co-or PPiAJEL ErJC,6 r _ BY — ---- DATE JOB NO. MAC:KENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • TRANSPORTATION SHT. -10_ OF 0690 SW BANCROFT STREET • PO BOX 69039 ��a ALL�aM.e�Eu11vEo --- PORTLAND.OREGON 97201.0039 • (50312.24-9560 • FAX 15031 228.1285 MACKEMM ENOINEENINO INCO1V01Utt0 -1 � J f 0 .r Alfthk r �,u , i C.� .wi WE57� WALL- PqA?tL COiuT,b Pfl 1.)C�, BE TW ;EN EFF CT I UE MUM"*) ti �A� 1 TD W AbL y ,o 8 ; m;� (�rar►� laroi�r o.Uo 2 (5 N) 7 �;tt (,vim -0 41 /2 "o.c. � = D. 20 0 = 0,20 (600 006) o. 33Co Mn 0,zo No) (2.815 - 0.3iu/)7 32.cj 11MA- 6.9(32,5) - 292"'` y ��+ct�22. 2 .� EFF�Crit� Coi�rn�, 4 • 4 ki h i t BY DATE 1 JOB NO. C�9C)a7 MA CKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL * TRANSPOR%-ON SHT. TLL— OF 0690 SW BANCROFT STREET • PO.BOX 69039 PORTLAND,OREGON 97201.0039 • 15031224-9560 • FAX f5031228-1285 WICRENtp ENOM1EARVE0 INCOIMOMTFD 1N7 All MONTS IIE .� r,ryan ''• ?Y a A \/qEST WALL 'PANES- f�EIU)ECk) ,iliDS `f .4 G 1 445 I 9 (-3)* 5 cm.FAce (3G.F r4 r (2)*5 - ko /y r Sim 1D W sYr W AL- plw6«S ( 8E7lt)E&j GR,-o i a 3 , . GD E OGES aF C41ECN 006E OF 0,pe-700-4) E.F FE CT 1VT— W i 0T!-/, EA, 5106 OPS OP+tScs',=4 r '7jJAu 70 m ec 'U7u = 0.75 07)C��,3) 135 BY DATE r— MACKENZIE ENGINEERING INCORPORATED JOB NO. o? _ ■ CIVIL • STRUCTURAL. • TRANSPORTATION BHT —2L<` OF 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 97201-0039 • 15031 224.9560 • FAX 15031229-1285 MACRlNZIf fNOiN![IRf10 WCOMOIIATlD O IM AI I.RIGHt!1 RE6fRVR0 1 i I '.i«,.. vY�" w ,..,... .. .., .. .. "...,•«MTA'""'� l I Y' y 4 yy 6; J W�Sr AtI�L ,8E7zc1EEN GQ�DS �yj r�»#,p� M� K l35 X24/ 2/2 A5same (25 a� �?d�c of opo W%th'i'l 24 " Ate_ v.31r2 .r 4411x2 ' 17" 12'' 2��5 Q- J D.g5C35ooX2y) �56 "'Y > Mu tp "' K- ok UV rL4 LL H r I C—ac H Si of of k/4300W ay F DATE -/,7 -q3 _ M MACKENZIE ENGINEERING INCORPORATED JOB NO. ! 17 of ME QViL • STRUCTURAL • TRANSPORTATION SHL OF 0690 Vi.BANCROFT STREET • PO.BOX 69039 PORTL AND.OREGON 97201-0039 • (503)224-9560 • FAX 15031' 9 +2P5huc[fMM fNOMI lowfo 1NC01 PCMUrtD ' 'D ,0171 KL�MONTa�111IR fO i t Taj ct PA1ucL ou U 2i0 + Z G2 - -713 DI � 3� P (pa J �� J o,jt j CAlW) eta ?G.7- 1/31d r6 y2 4Oi'Iaung Lj011 (,Ut '/3 (.2ro")r 8.33" usE 3tv" s-it,,p• fia61) .SPA - /.S68.33v� X2, 5 " Ip, _._ ►�2= 112�5psC�3'�C'�2x2N'�z say P8 p� (3)*5 @ OF PftW6L TO 3(y� 5if,'p Zvi, b 0,,150.8U7 sr -�I- i DATE _ _ 7 MACKENZIE ENGINEERING INCORPORATED JOB NO. ,Z 9 '7 9 ym L' CIVIL a STRl1";TURAL • TRANSPORTATION BHT. r I T OF 0690 SW BANCROFT STREET • P0.BOX 69039 " PORTLAND.OREGON 97201-003a • 15031 224.9560 • FAX 15031 229.1285IAACKENLH7 E ENOINIEMNO INCOQNATE0 ® IM ALL MOHTS 1112IR E0 �,• vr 'n. gpgl C v prcva c=0.-735 'puL= y.z5 Mn ' zq 2 io 2 f o.15 = 15,(0 ��,, • s5�.s d ' 4. i3 ?z- N.os s`, r I�3 Ur e- 7Co 61 5.(eq Mu = p14 - � • 2sz MS ' IS&.-L @'C OF rpfte o k 7Y2644 G kou r c Fin Cyr 'p^Aft c�.rgrU, t o. lq e - 4638 �Z= f 1'2,5 (►2',)11')� 1. 3 S "" �i' 1.`li d' y,13 25. 3 p16 /f- V, ` 0.75 x.87) 125.3x 161 6,/1? 0 0.Tf� 6cr =o.18 C j 3,z5 ?AjU. 35.5 d�0.59 /Js . Z.qy 2Y(rz), d• y, 13 2s.3 p s,zs = 0.'L'7 Mrc� 3q•S 1r -- BY DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. e OF CIVIL • STRUCTURAL • TRANSPORTATION SHT. 1 I J _ 0690 SW BANCROFT STREET • 00 BOX 69039 '- PORTLAND.OREGON 97201-0039 • (5031224-9560 • FAX 15031 226.1265 MACKEN2IF f.NpMIFEMNO MICQI1ro11ATib tM7 ALL HIOHT�11E1lFIWFD �A C1c wAL� (002 Tl-� W iq ?PrePK t HE,C, tITS d Q _ , � SJ ErwE� �Q I(3 S � w (► l A%)Cn L= a y'_ BIZ(a��3")/12 �. Cal parapet ht- ;q-21.zp31 i I ' Q,31fr I f3E'TU�E,IJ U e i oS E •F- k `" • �31,3 O Imo, 25 W IFr�C � 3i. 31 12 .�`'�5 M r+l He x`11- %Z sE vl�4 ut aF a I.5 -Ft. r-be 6oiw c As-65 , BY DATE --- ----- — ' a d ' MACKENZIE ENGINEERING INCORPORATED JUB NO. CIVIL • STRUC`URAL • TRANSPORTATION $HT. 11 _- OF 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 97201-C,39 • 15031224.9560 • FAX(5031228.1285MECUM FINGWIP•OWORroiurto Ell 'D +en au,aNro�rscmrto Rm Ask 1, r 1'„ •. _ _ 7 { �t 1 CT,nc. loo ds rcr _ _ . • PCYaS cp4),-'.om,, f,a.) pu Ilyv3 lid po.h-?�p r 8%,o, r cz oft r " r CUT i�U7D �i41�-BELS lbcl a i Vic; r D.SLp �E 10,0 apor> 1 BY _ � DATE q3 ` �1 1 MACKENZIE ENGINEERING INCORPORATED JOB NO. CIVIL • STRUCTURAL • TRANSPORTATION BHT. OF O690 SW BANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 972014)039 • (503)224.9560 • FAX(503)228.1285 MACKIM FNGW*FFNOGo ORMNAno 1"3 ALL1 ti' r , �T�CEOJ G 2 i�s �r �; RCuF rJL ?b C 0 t— 5'1J2 i 0 @ COGE of P 6uE L /rpSC ('/2 � 25 )�1�2xZS�� ' a,3 K- + Isp54 ('2x2') Yz v2s� :P R 6-7 - y, 1 A x 'l2 - 2,C),5 P, zz- 845 Lkaz 14� F v I : • i iY t --- BY DATE MACKENZIE ENGINEERING INCORPORATED roe No. CIVIL • STRUC'URAL • TRANSPORTATION SHT, T115 OF 0690 SW BANCROFT STREET • PO BOX 69039 MACK[N21f ENO�NlERMO MICOIIfOMtt� PORTLAND.OREGON 97201.0039 • (503)224.9560 FAX 15031 2211 1265 �j ,w3 Au MONTI PcuRVt ar71 �,,. ��cya q1��, q �#'�I�i�#•+i• - 'qy` "µ�w��yri . v.�w .rM.Fb4;,,�,�n m � ::fig ^7M!er r,• ""';! yn"�y"•• ''�f�+',��'�'.�`r,�w �"'�r ,rwMr�� "�P`+�M',!M,�I+. w, c , 1, V co0DI-rlo�� `.J l44'X12' F077-1QE 0,0,51JiNCy t . . ri4> CUL 5-re'iP66SEL =r✓�C,E Y2 F'TG vu,,c-rA • Yz,(5 , 2:7 5e is lu ic. 12)Ioaf ' _ 28,5A- T25 (3 )-0 5 6a P°'YLIJ AS;y o.a 3 d Y2 (53)y)` 2, 6-7-5 0, 0048 G v.5 f_6 - �, olo? 3 3 (2,8 75) Asr=03 �'' � leu� ` "3`` C=o.75r 0•�y� cf 21.5 nf�Z� r2. 8" Me /33 22 3 3 - o, 8� 80 big 33 " /57 r57 19 ►..5 -4�H� _ ,. a. y,38 c. �Z = r2,�Z`` Zr ' 'q-3 5u.3 lAf PSf= 0,93 Mu- 17�'� Muter sv` '�rbN� ow As- s 1.2q pc� =o,Zl 3 u.(n Ph o►� 79 4 MS � .•.•� p S � r,z s .4 11.r4-I1)a. ?.Sf BY DATE _/v ~/ J JOB NO._ IL; MACKENZIE ENGINEERING INCORPORATED of ,JIL • STRUCTURAL • TRANSPORTATION SHT 0690 S.W BANCROFT STREET • PO BOX 69039 MACK[N2M EN MI MNO M,CpMMIA"O PORTLAND,OREGON 97201.0039 • 15031224-9560 • GAX 15031 228.1285 m ,.e�a�MaNn�tuw[o ....-. ...-........+r..• w^^^" ...,.,.www 0.*j .. w,.. a r ; e r7GE S'liR%p t�fF 5►D E D d Pt N%�G� t� ��, ,rte._l� •�-- . 1 '1 C ')4 /8.3 _ ..__... _ T 'R T - I Z 4 LO ' Fra 132p�j 'Rr3 = CoBv.Ilr 7/0 �' M �� Y 71cD � C�ro• 82. MMOL �,i �� Q. 13.8' DATE .-L MACKENZIE ENGINEERING INCORPORATED JOB NO. 1120CIVIL. • STRUCTURAL • TRANSPORTATION SMT. ._�. OF _ 0690 SW BANCROFT STREET • PO BOX 69039 MACKINN ENW*PA OINCOM1U OfEC PORTLAND.OREGON 97201.0039 • 15031 224-9560 • =4X?5031«81235 ( p ,M ALL RXWT!MIURWO r � � t 1 ...,.._..._ _.....,,,.NRS candi-60- in Cwl 'd -- CaYI i 'd $ilea a l( vaiE lop Be a /Y)onu�t�- uivlir'n— l�ao� CG1)lJ�(itrfD Q 2,lr- l2, . As 0,3 ?w 6 0,709 0.Fa2 a t ' 0 Mn= /Z-71 .53 'USS,-_ /113 0 �:: 0.90 0-610 b= ay 'p, ; v omm- /i4 116 ' 75 T, 0 -tcr - 33.8 36. As 0.92, Mu s q9,2 qq.z (Z.)05 r 160 q) ,pc, = o.2� MS - 77.7 '77,7 JY8 (Z)0s 4/2-)4014 z l,n Z /JS : 3117 Z.v! : zi.5(ia) 1� - z,sa 2� 5 X rt4lL ,-rr r--06e or- 6PK61 BY—JA DATE/(0 MACKENZIE ENGINEERING INCORPORATED JOB NO. D CIVIL • STRUCTURAL • TRANSPORTATION SHT !moi_ OF 0690 SW BANCRnFT STREET • P0.BOX 69039 PORTLAND OREGON 97201.0039 • 15031 224.9560 • FAX 15031 228.1285 MACK[N111 ENGRIMMNO WWWONAttO 'MALL MON»PIFUR 0 F ?' or Y 4 7�Wt: h 4 501,14 I�r�NtL @. 3fiC.e rcSAL[- r3.Er c- ," CUL 5 r S mr - Y. �l� �yI 2' - 22 ' = 0.2� ' @ 12"o x @ C+r ca� pon4. r ?u I t ` 53k(� Z�s� 1�� S-f • i,y CI,B�lCi8,31 d = 2,5-75s1b,3 - As= o.2b As,0,20 ISL Ill r U�`r 2 C Mn 37.7 M L 18,3( ZZ)/� 1.10-7 -� r cb - 0-01D 0 Piet IA S' Zcr '6=co.3r a, q' Mc,s i8,-1 ��,.�� =� cr'oc bs. '6c r = 0,2 Z A 121IO,.C-, WE--2T ?�I CM)G N 40— S61-110 Pr W—L 2L, (I)m" :2 9.5 rIS:. 15 a - - 8Y. ,�f- r' DATE 2 .9a ' 1 MACKENZIE ENGINEERING INCORPORATED roe No. a Ute_ CIVIL • STRUCTURAL • TRANSPORTATION SPIT. �?Z OF 0690 SW BANCROFT STREET • PO BOX 69039 -'- POR1 LAND.OREGON 972014)039 • (503)224.9560 • FAX(503)228-+285 MACKMI!ENGOWNNO WCOIMOMT>!D ' � +M7 ALl 11gNT!Ilf BERVEO� e:............ iv k 49-;W C lip II 1 C 1�b2iN w ALL 3,5, L LS,5 - - all —01 CA \° I a I IUDL Cano ` (1�p-,f)(`t2 -ozl-s,) 129 ao� P'� o ' SA2 Canopy talcs. �. 1 2ulc_ Canep (.pQQ,�Q�' l,3Rn� �.'� o \1� a"��' ' V 1 Li 44 1p,(DELL_ - Co BY DATE � MACKENZIE ENGINEERING INCORPORATED JOB NO.. CIVIL • STRUCTURAL • TRANSPORTATION 5HT. OF 0690 SW BANCROFT STREET • PO 90X69039 PORTLAND,OREGON 97201-0039 • (503)224-9560 • FAX(5031 229.1285 I 'DMcupdzlfH��E L— f I -_........,awu,.,,u,..,.►w�..,._ ......,,.,,,wry•..,..... 1 u �; �. MY�N A' luc�t� '' vy Panel u)� �►.3 ,per F�Y2x222')(Yzf-ZS')= l 35 2" °r 0, `t Put = o,TSC �,yl�. i�.q� • a Z�r • ►a,3psfC'I� Y2s'�L z29pc� I(43 �. ,2 Copt, t Q YY1(7 w I Ct-( (,1 V'k 3(9 3. 8 " `P; 3, �� _ � ' 11 �jPut - 13,�f" nZ� ►'1��. "' 15 3)L/ Ita u X04 �f= I 3 + 1.5 7.88 S 6A At a I C� nn 1 5 vc-e r , -H 10i MU - o2t1�lmMn -a8 ak 3'-U" �F P►�tx�C� obcr 0.2. 1 Ms = /5-7 - y ✓ �� 5 BYF. �. rDATE. ' MACKENZIE ENGINEERING INCORPORATED JOB NO. ,IVI(_ • STRUCTURAL • TRANS'ORTATION SHT OF )690 SW BANCROFT STREET • PO BOX 69039 _ 4. PORTLAND.OREGON 972010039 • 15031 22-9560 • FAX(503)22B 1255 MACKENZIE EN011HEIm INC(MMCIIIATLCI' m ,w�at nKtHrs eEwnvEo 1 , I I: ." .i� a � L_-A i,� ANAL S bS ' rlas 'sl C¢= O,Ca2 0-15' E1�POSU2E 5 C�= 0.8 of (ww) 0,007 1520' = C,5 OUT (L W) 0,7Z Zo-M = 0,70 Z5-30' } s= ICD,y Psi' SOMpk '15w-5 1� W v l -20 ' (0aU7-( P r15'a y 20-214 21A r ,f K.G } BYr_ ; P` OATE ' JOA NO. MACKENZIE ENGINEERING INCORPORATED r'�,� � ME ' CIVIL • STRUCTUR/aL • TRANSPORTATION SHT JL1_� OF _ 0690 SW BANCPOFT STREET • 110 BOX 69039 PORTLAND,OREGON 97201-0039 • 15031 ?4 9550 FAX 15031226 X285 MA"ENZNFNOaNEI11mArlOM0iUT00 'MALL MONTS"IMC_ R"'"��}�,�, �. .—._ +,q�a _ . nrsrlMuP/aM♦wM•"'...,.... r......., .... ....�. ,ar.�J.�� 'i h .N,. �• S�lSM IG ■ V- ZIc � .�W4 Yz 0,506,6 ' 6C-A2W4 WALL) CouC., MMC-AL UjALC S �COF V)E 161N T C.OoC. W'aI.L,S �Z�IZ�15D� L 81.3 i a0c 120 7o' 'r FUW 2,r* $ I E�cPFMxI�*' I � 1 b b l - BY DATE' 3 _ MACKENZIE ENGINEERING INCORPORATED JOB NO.-9;),9'-4 7 CIVIL • STRUCTURAL • TRANSFORTATION SFiT. OF 0690 SW BANCROFT STREET • PO BOX 69053 PORTLAND,OREGON 972014)039 • 15031 274•9660 • FAX 1E_31 228.1285 M�cR[NZR CN(#Nle�MNI RiCO"111ATLo © ,�n qui moKro��e�veo i "g 4Y 1.r y / . sVEA5E LATEQAL LOAY) µ 1cp is (.LGj ' E71 1 FIZOWT > 5ACK ? W MLL ZcT,= a1375 (1 5pt4 )(ioo')-tAll 0.1375lor-,�S,4 )C126) + (81,1) 0/2K2y)(,z = 52Co,4t > 17u ' � 5E ISM I G Ca0VlU5. N ti q p)� 11-L 2W1= 44-7,11 k-- 52(p - 52(p ( YZy 19 ) 50k- '50' 0k- 50 = yDO 4/00 ��44y1 -- — BY DATE 9nL o7 447� JOB NO. MACKENZIE ENGINEERING INCORPORATED LFA _ CIVIL • STRUCTURAL • TRANSPORTATION $I{T_ OF 0690 SW.BANCROFT STREET • PO.BOX 69039 PORTLAND.OREGON 97201-0039 • 15031 224-9560 • FAX(5031 228.1285MAMENZ4[N01Nf[Rm wcoRroRArso� f m -M All ROOM!Rl6E M µr1 I p F a, I 'C'� l laSVEQ 5� LATL LUAO SHW to HOQfZ 'Dif}VNC.,IBM W/o %u7LlLF e%A I i j 6 capuc; = 3�or D y 253,o� i !od p_��J,r,�2itc(in J i I r DATE v MACKENZIE ENGINEERING INCORPORATED JOB NO. ��]`�� CIVIL • STRUCTURAL • TRANSPORTATION SHT. L ray OF 0690 SW BANCROFT STREET • P0.BOX 69039 PORTLAND.OREGON 97201x039 • 15031 224?560 • FAX 15031 ^8-'185MACK[N21l MINlSRRq WCORPORATTD +"7111 RIGHTS RFURM a r ,w 4 � t' io • X3 �IAPAC-?" i5 FWLL. SLockEp CdAA2 'b -�a( 61ej sj54etin) rr� 10d @ 3"0, C. Feorn USG Ta4bi-E aS - J- ( Z"min . rlom.wicx!- c( Rami lb 10d c� y "o, C , ?v' = X125 r-g 0-4425 X -ti25 2r2- y �s 5�oE3 !o d ?u-- 320 P,16 ;v-,,, r(D d tD IS I oU x ioo xZ — ` — ;-- I.t ------- -.} 9UU 32v X3 c 7CA 12 744 128 2'1 I2 ' ��' Y2xlc?I6--49--c t X,, r I4,i'J6, BY ,1 F k DATE _ MACKENZIE ENGINEERING INCORPORATED JOB NO.. _ _. (";IVII_ • STPUGTUPAI. • iRANSPORTATIUNr; � SHT. .ALL_. OF _ I 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND.OREGON 9720'-0039 • (503)224-9560 + FAX ?)3)228.1285 M•CKINIA NOOMMOINCORPMATFD t Mf ML AgNT!MS MMD_� �, d ' r { x 11 rT� LJ oll -e ku _ r Q> 16 1W IL / N J d u q C4 3 aoO � u c o *n v _. � � u► 3 ' �o � u I ?� J J u BY DATE 7 JOB NO. ,22; 1-7 — "`' MACKENZIE ENGINEERING INCORPORATED E I CIVIL • STRUCTURAL • TRANSPORTATION BHT Lr A lL' OF -___ 0690 SW BANCRGFT STREET • PO BOX 69039 _ PORTLAND.OREGON 97201-0039 • 15031 224.9560 • FAX 15031 228-1285 Macx�,rnewwEt +ancoRroMrin © i•n a�.monks aeeev[o I i r .i Aim. q d 1 • • 7D a�mjo,97 "H�KO " Cc�U�UE�T1o,�s ,f3ETLuE�� tiUC-�s @ , Ko ) IZOW7 --IL 1)iAPge,4 A-r CFo2 <. Ho,e,o Ti6S ) , U 5(; • „ Tl PPS NG THC-o�2 c cv iv cfi c�" a5' Aye_? I fl♦ I { i �1 aoo T Iv�ioo' T34Ese f 6N; @ x,= soca' M6 = .1370 71 = a3.-7m- A - 75-1 Tj - x 50 ' = 1778 '� x 25 ' l►��= 103 7,� - l� ,y" 7, y� BY +tiJ DATE 11 MACKENZI'= ENGINEERING INCORPORATED JOB NO. p CIVIL • STRUCTURAL • TRANSPORTATION SHT. JrOF 0690 SW BANCROFT STREET • PO BOX 69039 U PORTIAND,OREGON 97201.0039 • 15031 224-y560 • ;AX 1503)228-'2;; MACREN2IE ENOE1Ef11M01NC01MOQA 11!D Q �Eq All Mf►NTy MSERVED k �. NORM ow ' ,y. • U� 8 �,- 3� ► i 3 �s= 5z o#6 T Cap x-= qU, Nb- a yC2 4 X8/ 8 5 ,., @ x /o(p0 To - 5,5 G @ z- o 1 � a 1 t DATE�! _ MACKENZIE ENGINEERING INCORPORATED JOB ME N�O�p CIVIL • STRUCTURAL • TRANSPORTATION SHT LEO__ OF 0690 SW BANCROFT STREET • PO BOX 69039 POW LAND.OREGON 97201-0039 • (5031224-9560 • FAX(503)228.1285 M�CKEN2�E ENOINEEKKM IW.dMOMiLD '� ,«o Ki K,aNre�E4EKVEo—!� a "17 WMT" CASE It COO PAtJEC- Il)E KT ?Uy2iO �4 iay J a Mor = 1o,�KC25'�e- poly)e 5153 ■ �5 - 553 � a, �. � No o�E�rc��av�►J v?L�� I _ BY .J DATE MACKENZIE ENGINEERING INCORPORATED JO8 N0.2`aW-'4V CIVIL • STRUCTURAL • TRANSPORTATKIN SNT. I F41 OF 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND OREGON 97201.0039 • 15031 224.9560 • SAX 15031 229.1285 It IMAtLZKenaRfgfRV wcoao��reQ �q+{I N3 AlL pgNTS IIf6ENVED v� L0061TA Q)QAL LATECRL LO410. 8 2s3 Wq N a lu' r 00 ' + 1 'RD Y- icx�')= 28. 2 iL 5 43 p� (`/,z I L6') r r M1 r„ t., r By —Lilt- DATE. 3 /67- � ---- MACKENZIE ENGINEERING INCORPORATED JOB NQ CIVIL • STRUCTURAL • TRANSPORTATION gHT. LM p 1(U OF 0690 SW BANCROFT STREET • PC.BOX 69039 — PORTLAND.OREGON 91201-0039 • (503)224.9560 • FAX 15031 228-1285 w•cxENzrce►aME[Mnouvco�raru�o �tN�ALl 1UONT3IKOERVf.O "J b.. J 1�N�tlM{�'IEi�tR�I41�++aw,+..,._..,. .......rw+.r+r•b+.wn.,f,._... _.��+ed•iaare.+.�w..� ..,.,.,'wirxxe� �ir��d�+1.�4'` d�'N. �F 7¢f' 4 Oppt V y p '�2 "J <L:O> 41 c ,� oo oo �I u tj � y � T � r C'% > 7 p �n _— BY. --- J DATE15�.1L--- . MACKENZIE ENGINEERING INCORPORATED X08 No._12902 a_� CIVIL • STRUCTURAL • TRANSPORTATION SHL Lrri 1l OF �. 0690 SW BANCROFT STREET • PO.BOX 69039 PORI LAND,OREGON 97201-0039 • (503)224.9560 • FAX 1503)228.1285 103 A Nbl E T111 Al roBo a+cOn►OMftO 111 m ,•n K�Hahn u•Envco 1 Ail AL AL +�iM. � rl At M� ''ll IN1�A „��': �+ ►. r �'�e4i:�" �► :. �i L� Is) I'S. • � 7 v = � y 1'- net -S. nck I ►'� + 5fitQPp n P►airy , P LF4(p pane �riCls d 6) 'o.c .� > 3 7A >> ?lnanc = 3&0 37(c ex�en�d I iod -, z/''o,c, cut �iI'r� D, pa ()P- �l,'Ulo � � d, S 10d4D *r V7 ` I`1r�Panel I-7 70 S 0d @ X10.c. 21',raaac ` 5cog . M ��y= 7a FT- Pr ,r Z Ipd�3a c s jjw- Q>— cxloh OVe 3 wa I[S It ,\\ '`125 P 4- d raS r-#s 4- � 4fa kn 3w P be+,A c a h¢is 0 Iod@`f o.c 10 d CD:5 e,C. JIM ax 5m13,416kr c 1-1 Oro- bxcjv- Ccll (c�fpl v ,c� i21 fa-- -- BY._ _ DATE MACKENZIE ENGINEERING INCORPORATED J013Nf?y�'�,�]-��grXa CIVIL • STRUCTURAL • 'RANSPORfATION SHT LLL OF 069C SW BANCROFT STREET • F 0.BOX 69039 1 PORTLAND.OREGON 97201-0039 • 15031224.9560 • FAX(503)228.1285 p Mµ��MTSRESERVED°"�""T'� r w ..,,. i, Y LAS I T. L R?EEAL L.DhIQ C6Y1't C)I. J &m() 612;0 a SOuT�L Et.EL)RnoN� ; - ISt (5 a5 FT PRAaELS 45 L14 7E P.AL si_77ti+c� ELEMENTS lid @(y''Ok� V@ .20cA Doane(= r, 1, CPS' V I 0./375 (31.3105fX;LS'�C'�Zx'Z44 i AM3. 3"S VT= 5,014 -a 3.35= q (e on-W r u 0-ti✓ ECIC UPL I f T OUE 'l0 SEiSNiL , v T- CA 2337 (d)7 C'4�f�IJfL W,l 81, 3 '- 5'xl(�� Y4 pfL15xa� ON - --- -I Cconun„�,i►�> yti X0. 8;7 .y I ' M07 ` q�Cz�7Zu '`I( <01 ,r-' MoT 7 QUO UALiF7 DUf 1a sEi's M%c I 21 L0 i 1✓loT�25'f ZIf0;25 ^ 5.(01, odd•L load' ,ro li ChArk Soil pjasSu�Q , r 312r)psi d _' (geao)- BY - 1 DATE 3-117 1 ------ --- - SX lOB NO. L MACKENZIE ENGINEERING INCORPORATED �] � CIVIL • S'PUCTURAL. • TRANSPORrAT10N SNT �2L-OF _ 0690 BANCROFT STREET • PO 69039 -- -� Lja PORTLAND i 2 ND OREGON 901.O039 • 1503503 1 224-9560 • FAx 15031 228•'285NEE1MN MACRENiK ENOt01NCOhrOh.M0 `� �•n K�hroNT!��EaEmno -1 LONG►r LAT. ! A;Q w Gf!io j7N ELEUm-noo) N i PAAJCI�S 4S L A7r-94L QEsi.,TIM) rte eL--r,! _> V, Voce panel : 5 a 63p� loo@ o oI .i V2= 6.1375 (gp,3-y2y)( yzx2,f) 3. 01 " Vr- 60,78 a 3. 2- /Q C ons lurinr� LSC k U PI-iF7 dAAa 40 SCiSM iC, PanelW�,), 81.3La4x25 -5'� /to oy, ► I � � xo.8510 VT 3�o 2141 Mor' >Mor 6 No aPLi-pr r MACKENZIE ENGINEERING INCORPORATED JOB NO. CIV STRUCTURAL • TRANSPORTATIONs►+T. LF OF 0690 S.W BANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 9720'-0039 • 15031 224-9560 • FAX}5?3)229.1285 MACKENZIE ENGINEEAIMO WCORMI A'vo -� I All RION r6 11fSERWO i. a• SE �.1 oN)6 rT. tlkT. LOAD '1 ,)ort k W011, bSAV � ,r ev) E k use (2 ) SUl,iO PR�UCZS ,gE7wEi� �i2iC� J � ,L end �� ,� ff foe LA7Fe114L 4-- Y-4(33,9 k) = 17K- 20.411- . o.13'75(81.1-y , I-q) -(A7` s :w (22') {�- E� _ FS8 �� P;h � z oT 5 L 1,3 ! r i. C? hU u I � 1 b� itupp(fion, oo up l•rf-� — �? u�Srn f� ne! o rido A 4 C J �-- _i y _ BY DATE_3`) JOB NO. ,;qo�cg<I / MACKENZIE ENGINEERING INCORPORATED I"I � I j CIVIL • S-aUCTURAL • TRANSPORTATION SNT. � _.� of 0690 SW BANCROFT S'KEE'T • PO BOX 69039 j PORTLAND,ORFGON 91201.0039 • 15031 224.9560 • FAX(5031228-1285 I 4"UNAE EN01NffRMO 1NCOIVONAftO I y L MALI MOWS"WWO A TV I i J 1 t' r ''rye}••. n r(�. .YWrrrY,,�,: y l' '. +!nEn4.ir�• •,r',,, r4d.aq +a �,; N.w, ICvp�y�lff�pn`Iro;t�4 tA';um ' bt .."„�,."^ iw :a•Wr,MIWµe. 5r. ::rynt T ,^'�,�.w.4,•;mece`r � � k2: '�"L:,� w F" 1 w • • I �uALt✓S CbECK Foe- '1)WU 30AP� ELEm6kyrs 5-3Iq (Zq�I2)7�° 7q, x{88 ?AL wr= $Irk C LgIcZc;1 15H iDL G to P5►'� L� (D,7 " .� 5 UBPuRt-;N aL 1,�l "'I = (D3,y ' 't Mot- brow pe� LFA I LJ �" �lA + MIS • 88•� � (�29C1214,488 ��pSr' U'Z�� 'i _SCK '1D ScE IF 6W&C. L� or Pe JL". ;S 96--o'b 41(20.y ) `�,(�k 2A:) -� -- 9Y DATE 7-� -- _ JOB NO.-.-.,((?� 7 MACKENZIE ENGINEERING INCORPORATED r/� CIVIL • STRUCTURAL • TRANSPORTATION SHT. �••- r 'I5 OF '1690 SW HANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 972C'-0039 • (503)224-9560 • FAX 15031 228-1285 � MACKENZIE EHOIHSERIH01HC0�►01UTFD� rN!ALL RIGHTS AMIIVID •� !! 1 �rn. • Lana . 5 KE�2 Ir�� irl)n 0.00a5 )(12) ,: Al7ZS ry 1;1 .C. C KE(i -Z SEC IF 79AA-).s ✓EZ6 o /V o k V( 20.&,c < coq" ,�b go�ks etab 1 L Fa'-- 5KOa r calc . -4w ►�I IZ"oc. r r � - P4�oe(,S 0)o G bt) L*)6 5 S E IF SIM. p 4 N G Lc% DQ Ca Q i v) v— Fob �F 5 CPareIS m and karv, UX)Y'S -c BY 1 BATE_�.L_ •A JOB NO. - 2 2 MACKENZIE ENGINEERING INCORPORATED Q(7�I// i CIVIL • STRUCTURAL • TRANSPORTATION -'IAT. Lf") OF .. 0690 SW.BANCROFT STREET • PO.BOX 69039 PORTLAND,OREGON 977.01-0039 • (503)224-9560 • FAX 1503)228-1285MACREN21E fN"FfIM01NC01M011A110 '� �fn Au 1110N11!aefmrfo � "' j _.......... 'f i . a a • P J a \x �I Ln I Y 1-9 L�9 ` 01 T ,) lo ol C-4- _ V a 'I �w Chi SIT O � ' (SZ -17/efl/o0lb By 1' DATE�� •.. --- --- JOB NO. � MACKENZIE ENGINEERING INCORPORATED LFA 17 l CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 SW BANCROFT STREET • P0.BOX 69039 ME PORTLAND.OREGON 97201'0039 • 1503)22d 9560 • FAX 1503)228 X265 MAC/!NM lNOWR:RM WCOgMNATTO 'D ��iul�aKrs ecacevro—�� l 4 r, a i ....Ml uwdlY h 777 M. e _ 0 old (-Z, A 5• W VIVO. 0,13 �j�81. F�2`�1 J(�/2 X 24 s 3.35 Qp 6ia4- of P0061. JI v2 = ` ro 2 380`'' MR - sQ, W= 2T) PAX)C( oafs 1061Li« act o< yb F,y M OT = 11' '2 (o'� 3 bj ►�"'� N� R� 50 8(ZSIIZ� 2.7 X 0,85 A00'L "AO 7U F7z� Du E 70 .5E5, +%c K 25 L Fes, ics r,- 33,5K ?o,c = �y'3 = 1, Z1 i,33 �PG`SSuRG` OK BY_ �./3 r _ DATE_5_/ MACXENZIE ENGINEERING INCORPORATED JOB NO.aI9R� y?_ 1 CIVIL • STRUCTURAL • TRANSPI)RTATION SHT. � _ OF _ 0690 SW BANCROF7 STREET • PG BOX 69039 _ PORTLAND.OREGON 97201.0039 • 15031 224-9560 • FAx -;31 229 +2P5 MACKFNZKINORUNW0OINMMNA"ll I ALL MONTS*WSf 0 1 i h' �' �" ' . � .fir" �» -: ►'w�" VHok,r, i .a pfllut.L 5 ON 6 9 0 f4 r . . Ck(-;CK Foe 56u'oj2AV� CrLL6L)r- C ' u - /,y (2 Y 2, 7) (5 ).8r-) mu = r: S = (53,q) (25yIZ)2- 78,7" + / r2) = 4(61 --t 0.2�� 1725 5b)25o u C ka k 9D Z--E iF 4C-1AJ f- 13 �El i s Va- l,y" ( 15.2") X21,3 ` -c < 2 A (` = ?Ili c.'A�fj c-a- Or )Lf_,7uF AGf-rd o —f—�-- 6.04 Z (S W)(I Z) = ' t� s # Y C c l( ?U S-" y' '!Y`o n Sy re sir-{ n o P d s a h ask 6o 14 e, �l��. _- loq 2 ry 9�` % N o Hoo kU Z641a `. BY t' DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. 02 0 /� ME CIVIL • STRUCTURAL • TRANSPORTATION SHT LEP 13 OF 0690 S.W.BANCROFT STREET • PO BOX 59039 �^ PORTLAND,OREGON 97201-0039 • 15031 224•056t • PAX 15031 220 1285NACRENZIE F,NOINEE;NNI INCOPPMATED �' 1N1 Atl IIIOw Ts FW RVEO +3 r' ,: ,. .� -0"� � ..m'! 1�ItF( yYw,.ea�� F�fi - tr�,,'�rfl�nl ��l ..� 9�a+�+►«�•:�`jn+x, spw"r 4 I li, I r z5 -� C!: 27 I2 )C3.0 300 0 .L D.Uo2q (06600) 1 i V„• 1 l2 0,c . x-(02 iZ . i I 1 r , i .J By JAf= DATE i MACKENZIE ENGINEERING INCORPORATED JOB NO. 2' CIVIL • STRUCTURAL • TRANSPORTA*ION SHL LEUQ OF 0690 SW BANCROFT STREET • PO BOX 69039 _ PORTLAND.OREGON 97201.0039 • 15031 22�9560 FAx 15031 228 295 MACK-w. mEN(WEIVA" ocomm11ATEn �vq Ail moNTS RERRWO 1 1 e • SNEAE WALLS O►u C�i� l.►N� E • • 0 ) WGL, i5 15 Fr LObJCI 0 Pr Lo 00 2A L,,-)AD 70 154t wa U c 'Y F . -- --� _ —4- BY- DATE Y_DATF. MACKENZIE ENGINEERING INCORPORATED �oBN/o�o��f 9d a 14-7CIVIL • STRUCTURAL • TRANSPo RTA71ON SHT "� '/ ,;�/ OF 0F,90 S.W BANCROFT STREET • PO BOX 69039 1 PORTLAND,OREGON 97201-0039 • 15031 224.9560 • FAX 15031 229.1285pK r*sdi,ieMI OMPOPATFO 10 24 �• lSps�'C�`(2x2y'�- 1 Sa x,26 . o 3q� °k P o�`\ � 25 y'` 2 � L VLl 01 �1 7o lo S. r �- ovice'>1.tE� Mor ?I Y-Z 4- (WN-453) IBJ 1150.5 1O.9 rr 7P 108.s d.85 t.P q2.'L N1�= q2,2 Cu�,9)- 100'5 "' y 69-7 �►� 'a2E.ssu2E Mor- L d $:3 x Lcl _ lo,q a9 19•� �'• Io8,5� ,� 18� a Y-- loA - r2.8X�1= ;h r -- — BY_ ^- w - DATE.--!-!15_ I. JOB NO. 02924 l -7 f MACKENZIE ENGINEERING INCORPORATED - .:VIL • STRUCTURAL • TRANSPORTATION SHT -IC42 7 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND,C�EGON 972ni-0039 • 1503)224.9560 • FAX(503)228•'285 p MniM"^ ' u p°A�O^"TT0 I . 1 f r 0.r4_ .,Nf,.: ,•ylegap •,,,g�,yyMn.yE, ;pr,.ey,�.W ,� yNMr s � � a • • JC) FT WALL, ■ ►G.2► 2d1 14 8,4) 5' 1„ -� luC ream<+O 2 4 - Ut r _--� l0 8�5 2 7� �e L 3ooa Prf- '4er Lcd-►� 3-7(j-7� P ?,q �P,c )9 3(.*ps4 3'7b7 �p' 1.930 A �3.7(p 133v>('l2x_;'\li�r7,� Fr N1u ' o(31v )o' Y31-4 qn Min As Qoul) max qyr�ca151qL^�(�o") ✓ BY DATE_ 15-13 9i Nf). a MACKENZIE ENGINEERING INCORPORATED �-I _` CIVIL • STRUCTURAL • TRANSPOOTATION SHT. - + gOF 0690 SW BANCROFT STREET • PO BOX 69039 ME PORTLAND,OREGON 97201-0039 • 15031 224.9560 • ;:AX(5031228-1285 MACKE+nE EramEEen+a lHccMro�Atto IN3 E.l HgHTR RFlfRVF0 . 4. • 1 I • • 10 FT w4LL Vu = 152M- v5. AV �9 5 • -� MOX2 1 J 3�yh 2 3)y(ia-= 13.5 } r , �y8)( ly") -7 3,b_ { V� % 2�� c bw o� - ? 3000 k 152 o,(o (-13.w V'� m I ri /'1 V r 5L2_ S s' Q.L..4 )'A L � � 3 TEs � Assu,-A- a sE?S 1 AS5umIE 3 SETS (3,C �� a Fr f i S 2- '1= O.[, 05.2-f ✓s-) J f eEa'a VS l4/3 `' 3 r�5, 3 Slits Vg = 0.UIP _ 132 k s i . o Z 5 15 61~ 44� VS -t 0.6 ��132 f ` �uok- ;• r — _ BY --- DATE -- �qaa< — .1U8 NO. 7 ._._.-- MACKENZIE ENGINEERING INCORPORATED MC A2� OF CIVIL • STRIJCTURAL • TRANSPORTATION SHT. 0690 SW BANCROFT STREET • PO.BOX 69039 MRc�ceNn[Eaa•+t[ +o mcp�rvMrtp PORTLAND.OREGON 97201.0039 • (503)224.9560 • FAX(503)229.1285 j1 ,nu�uimaNn�ee�p_ r �I V r,y ;.J 10 FT WALL 0 J rc. -m L (14 2t>- 3�y �- > vs, ►too, ok ; usE ay'� y'� 2'-0� r wl ((0)*1 lm batt-4(y) 5 Lan TaP c+ (27 S is 4 y nEs Ca c. — — �— -- BY—`�KI — DATE 3 MACKENZIE ENGINEERING INCORPORATED JOB NO.LFAZrj CIVIL • STRUCTURAL • TRANSPORTATION SNT. OF _. 0690 SW. BANCROFT STREET • PO.BOX 69039 — PORTLAND.OREGON 97201-0039 • (503)224.9560 • FAX(503)228.1285 MACKlNZI[fN6NIffMNa MICDA►011AilD �' +w�Au Mahn ntu�vfo _� , I Q�' l I . I0 FT WALL- , L(`GLA-t)IC V,C Qc M G16- Q o d.af Wa l I i�� 'ifct►1 S v�r S.Q 61 feclim cc"-"e(U, to k--- mac sal p(,ass u f a `13�r l � z rz M = 1,`/ (3,7u7 )(/,73)2 7,q �_ � �2 ' A-51 = 0,25 (-7.q� 0,l0 �*z P Za` outs►'da IPi,1�-t+ waw �l -ti0�;Cc) &"a,C. Ca IIF Ax ; 6. 80 i.•.'" o,5 Z ✓ 0s6 "o. �a 3 �f BY-nL41 DATE . —/5'_" — MACKENZIE ENGINEERING INCORPORATED SOB NO..a� y7 CIVIL. • STRUCTURAL • TRANSPORTATION SHL LrA"U OF _ i 0690 SW 9ANCFIOFT STREET • PO BOX 69039 PORTLAND,OREGON 97201-0039 • 1503)224.9560 • FAX 15031 226•12-E5 wAcuNatlNaN!lmNa,NcoRro�Area '� ,w�a.�naNtb�escmlo i i I 'd L 33 21, x 10 FT WALL, � C14ECK Fo_P W" rL£-+�r�xr3 x • Av % CIo x I Z� 7 9 „� S ' lox - /5-/boo C � p- w+ 66 FTb 108,95-33%, '75,-6 Pell = l,y (75 5)z 105,7~ M u i,� teq�� 1255 p/A t M15a' ro�7�93c� I2y�l��. = 03 -�- b6 ,& 1078Ps' 0, 2 t 35 Ci = ?DO ," PS �!� 2E(�D t�•IIC r r•.�ss 0� r,�P4✓,L � F L I M Ik�A'1'� ?3[KJN�f 1[�Y Cr.t��'r �eEou►�26N�N7. U SF YoOo -� 0,V' rUSE "�" •T�1iC.k RLL tiw : 1c)50 Sw }- Zl�CoOa e 4 !2 7.7 6p 9 7 -- -7741zJr.z BCOPs �o&) Zl,cow •� e 4''9 BY--&J — DATE MACKEN7_IE ENGINEERING iNCORPORATED JOB NO. �s CI'JIL • STRUCTURAL • TRANSPOR"ATION SHT, �FAZZ OF 0690 SW BANCROFT STPEET • PO BOX 69039 PORTLAND OREGON 9-1201-0039 • 15031224.9560 • FAX 15031 228.185 ® uACRWC ENZIE EN01NEF""a WORM M*ED C 'MALI.RIGHT!RERERVEO 41 NOW w- iiollilli" I 1 { 72 Rti 10 U)ALL, 1/ 1 j 2 Cc��fiu ;�u c� S /.off J c r ✓u �.��vt/ `�'C Kcp uYu very. BY e J r i •M i l DATE JOB NO. 9 a y A MACKEN4IE ENGINEERING INCORPORATED �---`�— CIVIL • STRUCTURAL • TRANSPORTATION SHT, L A23 OF 0690 SW BANCROFT STREET • PO BOX 69039 r PORTLAND OREGON 972010039 • 15031 224.9560 FAX(503),128-1285 I1 MACKIRM ENGINURN SVCOIIRORATlD LC) ISh ALL RIGHTS RESfRVfO 4 pop ifs ,,a; cr �.Fyml MIR i N n • 15 F-1 0 ALL, j� •P _L IP3 PZ J 3 e. �5 �. a A- X 3= 7, ,5' assu rrQ 9- ti►;r_k dant I'tu io FT Pal AJ Cyt l5 ( -7,y,) = 2.8" qo t BM R B1I �eac�i er Y • X = 734,5 -7, 7 1 l $ � � M - 58,�/r (22'� `- 1285k"r i3,5 ' �• �S� ReSu Itar� (jr)d;.+ FT& -7,71 4- r285 W%ii OCC'4 , r ' OATF MACKENZIE ENGINEERING INCORPORATED JOB NO--C-2��- - CIVIL • STRUCTURAL • TRANSPORTATION SHT. 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LFFl 5- OF 0690 SVN' BANCROFT STREET • PO BOX 69039 J POPTLAND,OREGON 97201.0039 • (503)224.9560 • FAX(503)226-1285 MACKFN2IF fNON/FF�MJ01NCdIM11ATFG C® INN ALL ROOTS*FeF"..D_ 1 . , - r l :2.v� I 3)y"c15 D M D r3�h"� FAN:K c111 A= �Tn PonV r'va-hvc 3)y" M = u Lr t40 DATE L4-q3 -- t MA,CKENZIE ENGINEERING INCORPORATED 308 NO. f CIVIL • STP'ICIURAL • TRANSPORTATION SH1 L� OF 06,30 SW BANCROFI STREET • P.O BOX 69039 POPTLAND OREGON 97201.0039 • 15031?24 9560 FAX 15031 228'1285 MAcxeNz�t fNDINEtn��NcrMroaAteo L_ ® im Au F90HT6 A[6IRRVID _ j d vf, .Ok V R i } I b 5�� x q1/L, 113)y u I r � /�?7�C HGYLS 5'b c. 06 m � 8 Y W (IPwa(i Tb? 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I.E8 OF 0690 SW BANCROFT STREET • P.O BOX 69039 PORTLAND OREGON 97201-0039 • 15031 22a-9560 • FAX(5031 22�, 1285 MACKEN21E ENOINFU ND�NCOR/ONATED 1, Ip]ALL RIDNTK 11EI1EIM0 1 'MIN C .v 4 1� ; ' ,41ltyr�....-w,;...... ,,. ,. „•";. • -.:.. ..,....realw.rAdk1� 1�•; ' s ;p Y ryrk � h r m cy ' VC-?IF� THAT SNE✓+e fCEME4,75 eogCN %;OC OF bPGuiOCs l9RE ►NA1_LS , SOT PIER s 09 COc-u r)1 Ev 6-1_fM6*JrS W011 th t'CkAe1Y) -- L02 -3)q- 4 5y > 2.5(15 )q a Iz4, re J +'SEP_ 1-F H > 2w o2 Z.54W < G M6 A P 1E-P_ �o i AY DATE 3 7- n w, MACKENZIE ENGINEERING INCORPORATED JoeNO. CIVIL • STRUCTURAL • TRANSPORTATION SHT �FR-5-O OF 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND.OREGON 97201-0039 • 15031 224-9560 • FAX(503)228.1285 MACKENZIE ENOWFIRNO INCORPORATED IW_Au RIGHT9 RESERKD y ,S il/q A XI A L •_ Wei�� eo�T E� � ^5� L 5")l 172 J B pl�-Xl �- rr'JA t Nlu = i,y yN,3 S L �7Z l�2, 3I _ 1 ,y rraa--P.#S A/0-F R E 0 0 �Hg�2_rpj wftr_ C--i4. S10-0 0+` 6PN4 , J cmc 01 C5 3 k/��/5><r Z) �l 39 3'� y 6�c� vn►� oft P 2d�25 �)3E ��cv►T c 3931 /9.��'IL > Vt, 40Y 01 I'7<� vn�i�l - 0,0025 (531y- Z) = 0. I12S U^L/� � `� � IZ'y•C. haY�Z BY DATE _I - ,_— -- -- --.—. JOB NO.. MACKENZIE ENGINEERING INCORPORATED n�I CIVIL • STRUCTURAL • TRANSPORTATION SHT.L' n�1_ OF 0690 SW BANCROFT STREET • PO.BOX 69039 PORTLAND.OREGON 972010039 • (5031224-9560 • FAX(5031228-1285 I RENZIE ENOINEMINO erC011►OMTEO Nf ti�P16HTS 11E6ERVFD _. I ° `fir � 111WMlilw x119d11 �I `':; 4glff�4`. .{9 1 e�• •,�fl� (a) ��l•IrIZ LA f3 G fL 5�1y��1,5Xl2��3.o yore + D,UdZy(ca000aJ 1I -0 -,4 � (2 o ,c, 5V- . M r Loads 1 � Pr►r�� DE��cu. � Vu=q,3 , C7, i j'J MT - Mg Vu L CNE�� Sic norms ,e ML,- 13,3 r' T I P466. _ BY DATEa --- ^.-- - _ — JOB NO. 112 --- MACKENZIE ENGINEERING INCORPORATED [ CIVIL • `iTRUCTURAL • TRANSPORTATION iHT. l f_ .�i OF 1690 SW BA STREET • PO BOX 69039 MACKIN'@ f"GINffI11NQ INCMfORAtEO PORTLAND,ORE30N 97201-0039 • (5031224-9560 • FAX(5031228-1285 iM All NIGHTS Pfsfmo r, RUN REINFORCING STEEL N AREA(IN^2) D(IN) 1 0.6200 2.0000 2 0.6200 10.3000 3 0.6200 18.7000 4 0.6200 27.0000 5 0.6200 35.3000 6 0.6200 43.7000 7 0.6200 52.0000 FC- 4.0000 FY= 60.0003 B= 5.7500 H= 54.0000 B1= 0.8500 •: AXIAL=K MOMENT=K*FT A=IN COMMENT -1041.075 +438.138 45.4863 .8P(0) -996.912 •+498.205 43 .5536 -950.490 +556.115 41 .6209 -903.227 +508.799 39.6882 -856.228 +654.669 37.7555 -807.739 +696.113 35.8228 -757.057 +734.035 33.8900 -704.815 +767.466 31.9573 -652.785 +795.281 30.0246 -596.400 +820.616 28.0919 -536.067 +841.064 26.1592 BALANCED CONDITION -482.870 +843.46t* 24.3418 -428.931 +841.717 22.5244 -374.902 +828.309 20.7070 -319.922 +806.378 18.889E -264.463 +776.404 17.0721 -113.123 +737.0!:2 15.2547 -.155.814 +688.500 13.4373 -104.807 +631.100 11.6199 -48.062 +562.923 9.8025 +0.000 +494.446 7.9851 PURE BENDING Ok R _ • O -- • • • •-- . ' LFM 53 .R qmwpprqww �s i _ Mdmen� ,�� -ro bo fakr.•. @ bofi�ar^ 'f2�am� .� IPrnwL� � � , , Palle AT = O. (� L) s 44a br�zvlm+. CJSM� = 5y (y2" ��l_ 11,7(o5 (h-&Z) 1 • J 57 57 J y2 I 113 0 1 kf -I' -c = 3o!�oPs, > Mu ,23. V` t EX.1�70o (2) 05- Tb E0Ca6 6F PAPC-c 7a ENS 0RC -7 $A,¢. r7E v Fro AM— J i - r _J .a -- BY � r _ DATE Q MACKENZIE ENGINEERING INCORPORATES JOB NO 12 CIVIL • STRUCTURAL. • TRANSPORTATION SHT � OF 0690 SW.BANCROFT STREET • PQ BOX 69039 PORTLAND,OREGON 97201-0039 • 15031224.9560 • FAX(503)228-1265 MACK/ KrC NM FM0MCONO tMrOMTlD ,N!AU MON1111E5 WID i i ew•tM"'F > 'MM�"n"-.)��' �p " ''�IM�T v�....?h M!',.,4�....'!�f%tv:u.wq,F� 'ap.,, ,.�'yn...�,�.•+a.,�r,l.y • U r9f ireA%TS FOr 71 C.T W AL C. 7D 2c�1F D► 1�H �E i' Mm elOV'u S b V E 2 (,tJ%rV►'� B� !,V`��EC-r Fp -z-I- Cp �P P • 0, 30 v;srn ►c z ou 3 r` Lp= 6). 75 � Wo 115 _ �.5 (U• 75)-- ZS I;,(- 1tiV, /15 Com' ' '/2 d,QP h raq m 5Po h cp = C?,U Arr Pa ra(.19--ts �ti. � � �•5 (2.0) = 3.0 � �a✓'a�.efs ��- Cltirt�' 'l2. FOP 6ACe WALLS, 1 L Feom �� 9/7) e406 Pct lam 4 ��' kfi Cac�lc. wa 11 1,3714 ku r if,'ds Ass • 2,R IF E bt*in&- r'dn N. Fp /,0)(0.75) I^Ip 0.225 W �� ;,va�,c,s 6U731z.1E (p. 3a 1,0 a rod Wp = 0.(oo Wp Ole � o� Di�1Ph'L�n Fp =( )( l,o�C 1. 125 hlj.� 0. 338w�7 rot V414LL s mi aF D)�+P H, 5 Ppo' By 3 DATE.Yv �d 3 MACKENZIE ENGINEERING INCORPORATED JOB NO. CIVIL • STRUCTURAL • TRANSPORTATION SHL _ OF _ 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND.OREGON 97201-0039 • (503)224.9560 • FAX(503)228.1285 Im AtMrn rr%RFSF r wcomcsn�lcu 1 � r!p AU�rOMTE 11FSEK IEO 3 Y'r a 'ti r vpq kI � � (( ron Y�Spy. •� ru ., r � �{ 8ACk Wa4US rA)CIa i,' t'C6VAT 6P-)) ok) 6yos (fn y 7 k , wk. ,ry Wp= (60211,1)1150) 81. 3ps- ►.` LU96Z _0(Al5i0C OF CE )lSe yj, 0ic pi,qPNf, SPS 15,3 1 Fel% 2_ b.coo ca., y8.8 Fram 9 riot; A E 5 rrG iv Pc,C mf '=35 A 3 2 9-g&. In ►9LL� IN CEru�2�f' _c� Dif�PN� �P/�• 38 CB 1 7. 5 ' U fp L: ZcTz= 0,10 (81.3 3, Vµld. Tr = y99u,1 me-k IFdyf, C; Subpurh'As W`lgI (J2)J Ik.: S-Nllp Sh311, �— BY_ `Hl� —_ DATE �} _ ✓��O'�I 7 MCKENZIE ENGINEERING INCORPORATED JOB NO. CIVIL • STRUCTURAL • TRANSPORTATION SHT. A�'— OF 0690 SW BANCROFT STREET 00 BOX 69039 PORTLAND.OREGON 97201.0039 • (503)224.9580 • FAX 15031 226-':,a., MACKMZR616VWW0006.0AN-MTIO mr: y 1 y 1 r. „.i,i , t� ISSHLLS C 500774 CLEUrinoN) ou L1Nt5 I a a 00(1 03 81.314LS 38e5F 60 av1 �, � rP, • �= 0.225 C��ps�) � �`�. ,�. ,I .a 1 y.85 p. ( y x 2y')` /-754-5 ouoda r�S (rni►..� 200 �ov Cin 4K fZ F12DM C3�iDS 14 TU E, ST�f1 P 7U PU QLi 103. r �e0�'�'1 f2Qiy5 C -to L 51rQp -Z SbFur I ls, 200 (2' NCD,1(T _200(4')= E(W-14- �f BY - DATE - 3 y JOB NO. « I A. MACKENZIE ENGINEERING INCORPORATED Iq 3 OF CP:iL • STRUJMJRAL • TRANSPORTATION SHT, 0690 S.W BANCROFT STREET • p0.BOX 69039 PORTLAND OREGON 97201.0039 • (503)224.9560 • FAX(503)228.1285 10 N�u�DQE 6/11viHGVWRW p� �� A OWN*o M�jf�ll+'' 7��rt Y1F dh `� 9 I i.cP i c r r f}NCNb�'w�C L Comic. uspL- I C) PL. ww • ► p,APHe-AciU F=.105(n is rITW R�tiISET /QED NEAP �i UBGLr (.JEDbc RiUCNo7L 7/p,"QSX 33/y 'EMwomE)uT w/7N ,SPECiAL )A)5PEcvwj. rI'max- rwo E'E0'0 MiCkAu6�Sa , 645W ass PEcy1AJ6 RC770N 0-,v a. BOLT 1 r= a. 05(c - 1 0.81518 . yy3fi b= 6,875 d'- 0.875 '�ic� D, 9'75 cf: I — d/PI — 0.4375/y ) U 7(oSCo b' 0.3 S 2 r 0352 a.Lo',co l 11 o(2 a '= I.D E to unS By1 DATE 3-22-133 MACKENZIE ENGINEERING INCORPORATED JOB NO. Oz9g9�- CIVIL • STRUCTURAL • TRANSPORTATION SPIT _ OF ___ 0690 SW.BANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 97201.0039 • (5031224-9560 • FAX(503)228-+285 M�cx[M:rcEraw[6�Mamcoa•on�TEo iMS KL NIGHTS RPSERWO _ I im - _Y , � � L Wit y`� (�y w (1 ) �l� QS 17W 2A,-t SET 772.ugo�T �vE-n6E � AA)CNCR5. 7*1 �j --F9dL--:2 I usc- ILO �Lj`y so +ha4_ It ccw k1, we IctDJ bD 1p, L: zco5c.''a 4.m�'= u5E 3" W'l c� s hfa p 3;5 elft `ti aat min 33 k5; e 7.11 T= 0. 17V",1`C�3 5'-0" sTeA40 QQ i L l,vl I Od. @ -7 Ca hfa,>cy �!�"wl 7V 6 m rTw urMser li2co WW-) i5 ` EU OLT W67)6E t.v�n 410 LC- Q dig c NaR- o F --)TV-40 , 2 " F7-anrn 6&X , 7/3, ,o4&4&z.r ID 6�-)C1 A 6 C Pam ;k) 57PO, AJ A 1L P)e L uc j IU d L�D G Yz ''0,C- `t 10 (-Od, BY - ,__ DATE-324-k 115 MACKENZIE ENGINEERING INCORPORATED JoeNO. �]c;.29�).�q1 4 CIVIL • STRUCTURAL • TRANSPORTATION SHT. �� OF 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND.OREGON 97201-0039 • 15031224-9560 • rAX 15031 228-1285 IMA LLMOWITMT3MFWWE6FIMONrCORl011A1T0 tEp All 1110H17 IIlAERVEO n t 4 9 -Yq V QAr4SE-7- �T�� 7`5 3� e N i ) T kLL - 5� 170P _ z5 ZU 4�2 �/fv Z3 �b 7 3'70t::' r o ►� 40 _ - BY DATE .� MACKENZIE ENGINEERING INCORPORATED JOB NQ ��— CIVIL • STRUCTURAL • TRANSPORTATION SHL _g�r,, OF _ UT 0690 S.W.BANCROFT STREET • PO.BOX 69039 MAcKeMat eW'MNro#o WOCOWOMno PORTLAND,OREGON 97201-0039 • 15031 224.9560 • FAX 15031 228.1285 0 ,gyp 41 Marts�cflnvto ..�✓M1_M �•IMW'/"rw*^".... e5rrresw•RM1sI. �—.... ...-� "- r.. ....__.. - r r. r' �r rh I , n 4 to 0 0� flOW :5 Ir 0 PCcK j � J N 40 SMT ac:. A'T g �. .S• aG Lsf WNL Rf.� ��>7 TS �G _ 3x0.I20 -� z T 1 � BY _ � — f)ATE (� —_ JOB NO. �— MACKENLIE ENGINEERING INCORPORAT ED //�� CIVIL • STRUCTURAL • TRANSPORTATICN SHT. ._A7— OF 0690 5✓+/ BANCROFT STREET • PO BOX 69039 --� PORT-AND,GREGON 97201-0039 1503 224.9560 • FAX(503)228.1285 IVM IttNaE FN01NEENIN01rx O11F01NTlo © SMI All.PKiH�7 IRSEI1vf0 `�� K. W}�,,.Xis �'�� 1•l,� 4.• e,( S,i, '�.q.:�� I Y1r r I F��UC�r�R�1Gf �c2 9'' 7��ic L (o/l �-. WADS OAJ 6t?;-Q E io r-T- LOf)LL ,$EJA)EEN 6e 5 � F 1 a _CQndi h'o�� q"uWa.EQ G�t� IIZ,��-� �►41zr4P� r CoNo'r n 7tr= rr a as(li2S�- ;51 '3p-(' rP , I Tr 3n`I/ Zv2= p,(ccX II Z.S) (o-7 ' T)1-AL Fo¢CE 'TD BE 6E5 iS1L�= r�c)4q lo') ` 3oL0JIT 7)r71- L foeCEC 1b 66 AWSIl T-0 00C Pu2L'o t'-2 P" s �"To LAn-i- I AOO At-'3oTHerz Pu26'o -I- lin 6-a nj ,'.t lL- (,ISL S VAfPikr-, -4 ?P- 5+1oWAL) Well , Rdd Q/Ia 4u r- 0 0 DE T74 IL capac;-� 66 PLJ(I'R- lb-TA 7b-TAL Cop ' c;2 K �(45(o- 5/ ' '-)Lfo 1 BY DATE - — )08 No. q;;2 U-7 MACKENZIE ENGINEERING INCORPORATED ,J,�� CIVIL • STRUCTURAL • TRANSPORTATION SHT .---I I .-- of _ 0690 SW.BANCROFT STREET • PO BOX 69039 PORTLAND.OREGON 97201-0039 • (5031224-9560 • FAX(5031228-1285 MRCRENDE ENaW4fERWG INCOR►ORATED I 1 D Iws ALL MHTS RESERVED J I 1 I r E f O I Lu a Z N ` :2 D _ r1� W ) U v .r v7 QL O $ .N La a<� a 1 pla Jr IOU kL 03 t CL •T UJ _ BY r DATE - '�; MACKENZIE ENGJOB NO. ENGINEERING INCORPORATED C� _ CIVIL• • STFIUCTURAL • 'RANSPORTATION SHT. �4 [ . . OF 0690 SW BANCROFT STREET • p0.BOX 69039 PORTLAND,OREGON 97 201-0039 • 15031 224.9560 • FAX 15031 226-1285 MACRENZI[ENOr•EEMeM NKORIOM7rD 'i : r �PJ(ST 7 2� I l✓ � z �, � � ,� q 2IaSi" i �5�1250 IF �rT 5/FJ 75 �t I IF7 Z� 331 lt� � slb !y -l !�� E.w A-3 - I 36 1 Z- _: w � 510 I0 F � � ''G'' 7s4�+,t.3 yzo) BY DATE t' �6;rl JOB NO. � Vu MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • TRANSPORTATION SHL �� OF _ 0690 SN' BANCROFT STREET • PO.BOX 69039 _ PORTLANDllul .OREGON 97201-0C39 • 15031 224-9560 FAX(5031220-1285 min ui�iwoi+ni�ti[eveo �� j. I 1, i. t t • 1 T E At T C �oiST �5 Z.0 7-1 �i&H T U /Z f5F �12-1 F C tG t. 1'5 P t 144 = I�'z,5 r3 1 � BY DATE . JOB NO MACKENZIE ENGINEERING INCORPORATED CIVIL • ISMUCTURAL • TRANSPORTATION SHT. � OF 0690 SW BANC^OFT STREET • PO BOX 69039 MACRENIIE ENOMIE[MIO INC011IOMflD PORI LAND,OREGON 97201-0039 • 15031 22d-9560 • FAX 15031 229-1285 I9pALL RIGHTS nE6ERVID 1 4 ti i ,67x 1.`J 1� _�I� •�I x ....Z Y iZCzi,S)/z - s��e Ib 2? qq6 It Z �� BY - -` DATE i,k `—� — .108 NO. 1 1-- ; I MACKENZIE ENGINEERING INCORPORATED 1, CIVIL • STRUCTURAL • TRANSPORTATION SHT. e Of :;690 SW BANCROFT STREET • PO BOX 69039 4ACR[NM ENpMIEE1IM_�Ncar�oluTEn 0CRTLAND.OREGON 97201-0039 • 15031224.9560 • FAX(503)228•+285 i i t 6 �7 Z10 1 1 z ; 1 ��cc� I� = G�1Iwy �B`�-L ►Kz � k _ 311 � 3i (. k r = c ' o 1 I BY---�-�--Z DATE L L � 1 MACKENZIE ENGINEERING INCORPORATED JOBNa.�11c� CIVIL • STRUCTURAL • TRANSPORTATION SHl'. OF 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 97201-0039 • 15031 224-9560 • FAX 15031278-1285 MACKlptm ENOMIEERM WCOIMOMTM +en�u MGKM M114"D T, M 4 fh r: d r i 1L C15E � X 41 X .� 77) ) �z _F'o-Q�1E 0 - 7 T5' I �.a L ��X/z P T l�/ /� 171 T, = _ ' 717 130 2 CI, 33� r r -- BY DATE -- JOB NO. I - �. MACKENZIE ENGINEERING INCORPORATED _ /�,� � CIVIL • STRUCTURAL • TRANSPORTATION SHT l L.,ZOF 0690 SW.BANCROFT STREET • PO BOX 69039 MACUNW E?MpoiiIM40 WCOMOW10 PORTLAND,OREGON 97201-0039 • 15031 224.9560 • FAX(5031228-1285 q ,M3ALLMOKWWWWWO r 1 Lj --- HEADED ANCHOR STUD DESIGN --- PROJECT ENGR: DATE , PROJECT NAME: PROJ NO. : t --- INPUT --- J Plate Designation HAS Stud Size: 0.75 x 4.0 = Plate Size (X ; Y)= 8 .0 X 1.2.0 Number of Stud Rows = 2 Stone Conc. @ F'c = 3.0 ksi Number of Stud Cols = 1 ' Stud Strength Fs - 60.0 ksi No. of Studs on Plt = 2 For analysis, the plate is considered to be in a standard (X-Y) frame of reference. X(n) is the distance between the --� (n)th column and the (n+l)th column. Y(n) is the distance between the (n)th row and the (n+l)th row. Individual studs are numbered left to right, and top to bottom on the slate. Panel edges are: sage I is left, Edge 2 is right, Edge 3 is above and Edge 4 is below the studs. Stud Locat4.ons and Edge Effects Dist. From Edge Is Load Capac'.ty Distance Between Studs To Nearest- Stud Reduction Req'd? Col Spacing Row Spacing ---- --- ----------- ----------- -Edge 1=-50.00 Pull: N- Shr: N X(1) - 0.00 Y(.1) _ '7.00 Edge 2= 50.00 Pull: N Shr: N Edge 3= 50.00 Pull: N Shr: N Edge 4= 50.00 Pull: N Shr: N Direction of Load: The shear force is directed toward Edge 4 --- OUTPUT --- Stud Location Cases (1-6 Affect Pullout, 7-10 Affect Shear) 1 Studs not near a free edge 7 Shr cap not govd by free edge 2 Free edge is near one side 8 Shr governed by weakest stud. 3 Free edge on 2 opp. sides 9 shr good by nearrst stud row 4 Free edge on 2 adj . sides 10 Shr good by farthest stud row 5 Free edge on 3 plate sides * Pullout reductn reqd if De<Le 6 Free edg,� on 4 plate sides ** Shear reductn reqd if De<10Dia io in y. �overStud. Location Case for Pullout Capacity - 1 C g C. -,erning Stud Locati�in Case for Shear Capacity 7 Number of Effective Rows of Stud for Pullout Case - 1 Minimum Recommended Plate Thickness (t/d - 0.68) - 0.51 i h -- - Capacity of. Stud Group Pullout Shear �� E a Steel Phi*Ps = 23.86 Kips Phi*Vs - 39.76 Kips Concrete: Phi*Pc - 3.0.36 Kips Phi*Vc - 32.91 Kips Concrete Governs Concrete Governs 0 , Tri _ � = 17.� Zk 2`S`� �Z /�. 5� z --Z .-= - yN =37A 1 = la 41 t6 Ii o�L 1 e` Y r i �I 1Z 5�-09E -o w /Xf TND 7�f �� , - I zC► z�CZ�) '.3C->� Iib . r: 1 k eiy \1 I BY DATE -� JOB NO. L ' MACKENZIE ENGINEERING INCORPORATED U CIVIL • STRUCTURAL • fRANSPORTAT10N SHT. MfeOF 0690 SW BANCROI-T STREET • PO BOX 69039 MACKENZIE ENORIE[IIMO ATIC PORTLAND.OREGON 97201-0039 • 1503)224.9560 • FAX(5031 228.1285 m IM u:1MO4Te 114WIN,I D E i a lI. ' Wpm-r 4 h•; �L 10 Fb - M ,It o k/FT 3.70 7 Ca J �2 0 4Nf-,gde &LT r4, R�a�itJ z 117"1 Ts r<, 1. l� 42- ) l.0 BY_ ' DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. CML + STRUCTURAL • TRANSKORTATION SHT. L OF 0690 S.W BANCROFT STREET • PO.BOX 69039 DORTLANO,OREGON 97201.0039 • 15031 224.9560 • FAX 15031 228-1285 MACRENZIF FWW 1MG MIXY1A011Ailtl IMI ALL RA)Ni6 AEfEMED'-� i 4 � 1 A } • UIl' ��•��T� 25v��r OGv kLr' LL ��uui .zS�vCl k1,F 12= G.C) Ic. i = 9. 13( 12.5`' - . 3-sv 17,�z�Z - . 57 q C8);/L 6,7-f-' 5,70 -t q914 LCL _.; l = , V-5 �S��C. 3/12, C�5/L (�. MN oze 1 vs 10 �� Z 1f57v1" 2�f'f ► C"Z� s•(oL '�kz ez) t 5- gar BY DATE MACKENZIE ENGINEERING INCORPORATED roe Na �2 CIVIL • STRUCTURAL • TRANSPORTATION SHT. M OF 0690 SW BANCROFT STREET • PO BOX G9039 PORTLAND,OREGON 97201.0039 • (5031224-9560 • FAX (5031228-1285 iMALLMmmRfs RMPATFn WO r. ILI Q, w i• v.y� r •IL ,�. 6 "r',1 ?.1 / N Q 7 = , 13(3 , , ) lqK I 5 WO + 7-sv Aq lel 3 31 C1Z,5/y)( 2,2 5) 7, 16 -� -- --- -- BY--� �- -- J DATE._. -1 J__L1_ MACKENZIE ENGINEERING INCORPORA"TED J013 NO. �— CIVIL • STRUCTURAL • TRANSPORTATION SHT GJ l.___..._. OF 0690 S.W BANCROFT STREET • PO BOX 69039 ?ORTLANU.OREGON 97201-0039 • 15031 224-9560 • FAX 15031 228.1285 IM W$fmolMR[st"DEEMW �COR►o11AR0 C� �iq ILL 1�MNT81�E6[RVEO --J I '�_ r• 3 33h_.sr oe5".Y.3 =o " �V�j G,l� 4,10 F. �a�J = z �oCi �k3.s/�)Z��z� = 7� 5 Ic h z� q , ISziv►2FT < �1 BY DATE_ 5 �jL_--- JOB NO. MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • 'RANSPORTATION SNT '11 OF _ 0690 SW IiANCROFT STREET • PO BCx 69039 MA ;n+n[cNc�uree�V10 MIC01M011ATlo PORTLAND.OREGON 97201-0039 • i5C2I 22 9560 • ;:AX 1503)228-1295 D ,MALL MHTSAEURM r 1}r 4r�;�if i sib' a r ' yy�ywlT'.ys�IWNINw+W...,..... ....,x'x•w,xSu1�'iJt,V'idx #,4wr:Ti•;^..- .'r'y"11vN..h' A,.x,... ,,... .,.-.. 1 CITY OF TIGARD ✓i'4� NOTICE OF DECISION —� U SITE DYVELOPMENT REVIEW SDR 93-0004 KBC TIGARD -- OWNER T� yrs MacKENZIE ENGINEERING - APPLICANT APPLICATION: A request for Site Development Review approval to allow the construction of a 35,000 square foot office building with related site improvements. Zoning: I-P (Industrial Park) Location: 10300 SW Nimbus Avenue rl (WCTM 1S1 34AD, tax lot 6200) . SECTION I - DECISION: Notice is hereby given that the Planning Director's _ designee for the City of Tigard has APPROVED the above requests subject to certain conditions. The findings and conclusions on which the decision is based are noted in Section III. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THE FOLLOWING CONDITIONS SHALL BE f SATISFIED OR FINANCIALLY SECURED. UNLESS OTHERWISE NOTED, THE STAFF CONTACT SHALL BE CHRIS DAVIES OF THE ENGINEERING DEPARTMENT: 1. The site plan shall be revised to demonstrate the provision of one additional standard sized parking space, one additional handicapped person parking space and one additional bicycle parking stall. STAFF CONTACT: Ron Pomeroy, Planning Division. 2. A street opening permit from the Engineering Department is required prior to doing any work within the public right-of.-way or easements. 3. The applicant shall provide an on-site water quality facility as established under the guidelines of Unified Sewerage Agency Resolution ,, 9 and Order No. 91-47. The applicant may pal the fee in-lieu for that portion of the site which cannot be direct-d through the water quality facility. The final determination as to the amount of the fee, if any, shall be established by the City Engineer. j 4. A tree removal permit shall be applied for and obtained prior to the removal of any tree over six inches in diameter measured at a point four feet above grade. STAFF CONTACT: Ron Pomeroy, Planning Division. 5. Sign permits shall be applied for and obtained prior to the placement of any sign on this site. STAFF CONTACT: Victor Adonri, Planning Division. THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE DATE OF THE FINAL DECISION. IN ADDITION THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT CODE; THIS IS NOT A COMPLETE LIST. 1. SECTION 18.164 STREET AND UTILITY IMPROVEMENT STANDARDS A. 18.164.180 Notice to City Required 1. Work shall not beqin until the City has been notified in advance. 2. If work is discontinued for any reason, it shall not be resumed until the City Is notified. NOTICE OF DECISION SDR :3-0004 -- KBC TIGARD/MACK.ENZIE PAGE 1 y s. aa' ,a n � ' ��"�`+/ n./•NV-. ... w mW. !%RIYIRMtgee:r....._ -..........,s n.rwfhM7 ' w l f ' Iali,; SECTION II - DESCRIPTION AND COMMEN_S: 1. Background - A portion of the subject Bite is currently developed as part of the Forum Business Center (formerly Koll Business Center) . Numerous approvals have been granted by the City of Tigard for the development of this business center. These previous approvals date from 1978 to the present. 2, Vicinity Information The suoject site is located at the south end of SW Nimbus Avenue. This site is bordered on the north, east, south and west by properties which r are zoned I-P (Industrial Park) . The subject property is a part of the Forum Business Center development complex. s 3, Site Information The subject site is an area of approximately 3.2 acres of a larger 14.65 acre parcel. This parcel (tax lot 6200) is largely developed and is part of the Forum Business Center development. The site contains a number of .industrial park/office buildings, landscaping, and parking areas. Ingress and egress to and from the site is provided by SW Nimbus Avenue. Southwest Nimbus Avenue intersects SW Scholls Ferry Road at the north and terminates in a cul-de-sac at the southern end near the location of this proposed new building. 4. Agency and NPO Comments a. Neighborhood Planning Organization NPO #2 has reviewed this proposal and has commented that it appears that there will be quite a lot of tree removal at the southern end of this site. The NPO ,states that these trees protect Fanno Creek from silting and would like to know if fewer trees be taken out. The NPO also notes that Fanno Creek (which is adjacent to and west of the site] needs protection au_i.,g the construction process. b. The Stace of Oregon Divi9ion of state Lands (DSL) has commented that since this development is avoiding the wetland area on the west boundary of the site, no emoval-fill permit is required from DSL. C. unified Sewerage Agency (USA) has commented that USA has no objection to this proposal. rhe final plans for this development will need some "fine tuning" to meet the water quality facility removal rates. In sum, the proposal is quite feasible. I The City of Tigard Building Division and Operations Division, General Telephone, Tigard Water District, and Portland General Electric have reviewed this proposal and hdvri offered no comment or objection. SECTION III - ANALYSIS AND CONCLUSION - SITE; DEVELOPMENT REVIEW '1. COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: Code Section 18.68.050(A)14Z (Dimensional Requirements) of the Community Development Code (CDC) allows a naximum building height of 45 feet in the I-P zone. The proposed structure is projected to be approximately 24 feet at the highest point. Therefore, this code section is satisfied. NOTICE OF DECISION SDR 93-0004 - KBC TIGARD/MACKENZIE PAGE 2 i f „M. ,,r._,- ... .r«.,,�riM,,,Uh1F� IdiQf7;l6�at�51M+ti�rrN<w. .........,.. m„rlNl':. t ;. mop The app] ir_ant has indicated that this building is intended to be used by Synectron for the development of prototype computer motors. This use is included 1 under Manufacturing of Finished Products in Code Section 1Q.68.030 A) {3)_(a) (Industrial Use Types) as a permitted use in the I-P zoning district. e Section 18.106.030•(D) 1) states that for uses classified as Manufacturing of Y1 Finished Products, the parking requirement shall be a minimum of 1 parking space for each employee of the largest shift. The applicant states that this facility will employ up to 100 people during the largest shift. Therefore, the total number of required parking spaces for this site shall be a minimum of 100 spaces. The Bite plan demonstrates the provision of 151 parking spaces. This code section has therefore been satisfied. Code Section 18.106.040(A) (1)_ states that up to 258 of the required parking i spaces may be compact spaces. Since 100 spaces are required, at least 75 Bpaces must be standard sized spaces. The site plan shows that 74 spaces are proposed standard spaces. Therefore, one additional standard sized parking stall shall be provided. Except for 75 standard sized stalls and the provision of the required handicapped stalls, the balance of these parking spaces may be compact. The site plan designates five handicapped accessible parking spaces. These spaces are toiated near the front of the proposed building. According to the ADA requirements (Americans with Disabilities Act) , a minimum of six designated handicapped accessible spaces are required for parking areas which provide from 151 to 200 parking spaces. Therefore, the Bite plan shall be revised to provide a minimum of at least six handicapped parking stabs. Code Section 188106.020(P), requires one bicycle ]larking space for each 15 vehicular parking spaces in any development.. The site plan indicates that space for 10 bicycle spaces will be provided near the front of the proposed building. This rode Bection requires that this site provide a minimum of at least 11 bicycle parking spaces. Code Section 18.108.050 (Required Walkway Location) requires that a walkway '. extend from the ground floor entrances of all commercial use- to the street(s) which provide the required access. The site plan indicates that concrete walkB will be provided to both the parking area and the adjacent sport courts. Thls code requirement is therefore satisfied. Code Section 18.108.080(A1 requires that commercial use parking areas with more ' than 100 parking spaces be provided that two access drives with minimum pavement widths of, at least, 24 feet be provided. This site plan meets the minimum access standards through the provision of two 24-foot wide paved driveways as shown of the preliminary site plan. Therefore, this code section has been satisfied. Code Section 18.i0o.110 (Screening: Special Provisions) states that trees shall ' be planted in landscaped islands in all parking areas, and shall be equally distributed and on .he basis on one tree for each seven parking spaces in order to provide a canopy effect throughout the parking area. Twenty.-two trees are i required by this code section. The proposed landscaping plan provides 27 trees which are distributed throughout the parking area. Therefore, this requirement is satisfied. Developments within the I-P zoning di.str..ict are required to provide a minimum of 25% landscaping on site (Section 18.68_050(A) (6) ) . The applicant has proposed to landscape 47,680 square feet (34.3.1 percent) of the 134,027 square foot site. Therefore, the amount of landscaping c,n this site greatly surpasses the code requirement. Section 18.102 (Vinva.l Clearance Areas) requires that. a clear visioi, area shall be maintained on the corners of all property adjacent to intersecting right--of- NOTICE OF DECISION SDR 93-0004 - KBC TIGARD/MACKENZIE PAGE 3 1 k i .r r i Nrl I , ways or the intersection of a publiz street and a private driveway. A clear vision area shall contain no vehicle, hedge, planting, fence, wall structure, or temporary or permanent obstruction exceeding 3 feet in height. Obstructions which mag be located in this area shall be visually clear between 3 and 8 feet in height (trees may be placed within this area provided all branches below 8 feet are removed) . Visual clearance areas shall be that triangular area formed by measuring a 30 foot distance along each of the right.-of-way or property lines and then connecting these two 30 foot distance points with a straight line. The site plan is in compliance with this standard. Care should be taken to monitor the height of tree limbo rear the two accessways into this site. Chapter 18.150 contains standards for obtaining a required permit for removal of r any tree having a trunk six inches or more in diameter when measured four feet above the ground. It is the intent of this code section to preserve as many of the existing trees as possible. The preliminary site plan indicates a reed to remove a number of trees in order to enable the construction of this development. A tree removal permit must be applied for, and approved, by the City of Tigard Planning Division prior to any such tree removal. Section 18.100.015(C) requires that the applicant submit a landscaping plan as part of the Site Development Review process. The legend of the site plan indicates that the site will be landscaped with conifers, flowering trees (dogwood, pear, plum and cherry) , evergreen shrubs and groundcovers. Section 18.100.110(A) (1) (c) (Screening of Parking and Loading Areas) states that r materials are to be installed that achieve a balance between low lying and vertical shrubbery and trees. This landscaping plan meets the intent of this code section by the provision of groundr_overs, shrubs and trees. Section 18.114.1301F,1 (Signs) list the type of allowable signs and sign area permitted in the I-P zone. All. signs (freestanding, monument, wall mounted, and temporary signs) shall conform to the provisions specified by this code section. All signs shall be approved through the Sign Permit process as administered by the Planning Division and shall comply with vision clearance and building code requirements. Sign permits shall be obtained prior to the installation of any sign on this site. B. PUBLIC FACILITY CONCERNS: Sections 18.164.030(E) (1) (a) (Streets) , 18.164.090 (Sanitary Sewer) , and e 1A.164_100 (Storm Drains) shall be satisfied as specified below: Streets: i The site is located at the southern terminus (cul-de-sac) of SW Nimbus Avenue. Southwest Nimbus Avenue is classified as a local street and is fully developed to local street sta.-.,lards (50 foot R-O-W, and 34 feet of pavement) . No additional improvement;a are required. Sanitary Sewer: The site is currently served by an eight inch public sanitary sewer line which Is located in SW Nimhur, Avenue. The applicant is proposing to connect the new building to this line. The sanitary line has the capacity to accommodate this development. Therefore, no additional improvements are required. I ' Storm Sewer: The site slopes gently to the southwest. Fanno Creek runs through the southwest corner of the lot. The applicant is proposing to pipe the storm water runoff NOTICE OF DECISION SDR 93-0004 - KBC TIGARD/RACKEN2IE PAGE 4 � a.rs' i 777 I e ik ,w6 7 1 1100 loll oil w. yh ALI- from the both parking lot and t;:e building to a water quality facility before discharging towards Fanno Creek. ich The Unified Sewerage Agency has established, and the ci.ty has agreed to enforce • ► (Resolution and Order No. 9.1-4'1) , Surface Water Management Regulations sorttthe requires either the construction of an on-site water qu Y payment of a fee in-lieu-of such construction. The applicant is proposing to construct the on-site water quality facility. As discussed above, and based upon the preliminary plane, the storm water from the site will be piped into a private system. This storm water will then be transported to an on-site water quality facility prior to being discharged intc Fanno Creek. SECTION IV. PROCEDURE 1• Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant and owners XX Owners of record within the required distance XX The affected Neighborhood Manning Organization XX Affected government agencies 2, Final Decision: THE DECISION SHALL BE FINAL ON 3l�� UNLESS AN APPEAL IS FILED. 3, Appea : 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 Coje which provides that a written appeal n 10 days after egivfdh the City Recorder Appeal fee schedule and notice forme are available isenandsent at Tigard City Hall, 1317.5 SW Hall Blvd. , Tigard, Oregon. The deadline for filing of an appeal ie 3:30 p.m. � 4. Questions: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 133.25 SW Hall Boulevard, Tigard, Oregon. i PREPARED BY: Ron Pomeroy, Assis nt Planner DATE /_ ') I APPROVED BY: Dick Bewersdor f, Senior Planner DATE NOTICE. OF DECISION SDR 93-0004 - KBC TIGARD/MACKENZIE PAGE g i 1 y M r' r ' 1 H Y„ t" t \ NIMB GEN �S I AV i m .Z a N` C 1 / W O R Z •` 81.V D. • r Jk'- —~ O R TC c J ASVA • - w SW WIMOSO j PL. Cd > c, ) to o .� 3 NOR - S.W. ST c� 4 P vi F1 — — `SM► SC '�{lA1tlt0.VRG:�xa.,•, n.,u,Mw;V7AiW1' 'AOL3.4W"us,..�.. .... ...�•wwN• 'i I - 'M!tlMMP.M4 W.VMY/.unM.rr4.W.J.•. ' .. . .. _ ...'wFAi'rF,•.••:]N'.V.PkJ3rWM1AMJ�.i 3/zz/93 , MACKENZIE!SAITO & ASSOCIATES, P.C. ! ARCHITECTURE ■ PLANNING ■ INTERIOR DESIGN li 0890 S.W. BANCROFT STREET•P.O.BOX 89039 i PORTUND,OREGON 9720144• (503)2249570• FAX(503)228-1285 • RECORD OF TELEPHONE CONVERSATION( JOB NAME: Svnektron JOB NO.: 293057 - i DATE OF CALL: 3/17/93 TIME: INCOMING CALL: I PERSON: Jiro Jaqua OUTGOING CALL: COMPANY: City of Tigard PHONE #: I SUBJECT: the New Synektron Facility Proposed for Forum Properties at Scholls Business Center REMARKS: 1. Jim Jaqua (City of Tigard) confirmed that he is familiar with the hazardous materials sheets that are currently being maintained by Synektron. Jim stated that he and Gene Birchell had reviewed these in the past with Richard Harrison (Synektron) and, based upon this, have no concerns for hazardous materials in the new facility. I told Jim I had been in touch with Richard Harrison, and the only hazardous material he currently has listed in the quantities requiring this item to be listad on the State Fire Marshal's hazardous materials fist is Freon. Jim stated that the concern with Freon is typically an i environmental and not one of combustion. s 2. Jim also stated that he saw no conflicts between the Uniform Electrical Code, and providing both electrical wiring and telephone data wiring in the same cavity or chase ` within a systems furniture assembly. I told Jim that my experience also shows from past projects that this has not been an issue with other jurisdictions. I Every effort has been made to accurately record this conversation. If any errors or omissions are noted, please provide written response within five days of receipt. t Richard I. Mitchell 's RJivl/kc cc: Jim Jaqua - City of Tigarf± Richard Harrison - Synektron Jeff Sackett - Triangle Development Eileen Newkirk - Foru,n Properties } Linda Yarnamoto - Westwood Construction Rich Mitchell - MSA F:\93-=93057\17PTC1.ko F , JJ N 4.cMJfJ ,n J , �• f F(itnir Ai � U . INDEX( I, PPE 5121tJv G� 13 - - - -IIA \ 1 � PpOFE" 7 9 _Q►� e OREGON \ ,� Y W. DATE - -- ------- -- roe No. MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • TRANSPORTATION SHT. �L_ OF T�- 0690 SW BANCROFT STREET • P.O BOX 69039 -1992 ALL RIGHTS RESEWEI PORTLAND,OREGON 97201.0039 • (503)224-9560 • FAX(503)228-1285 O MACKENZIE ENOINEERINO INCORPORATED L ....r-.........,......-.+.�wn..4�y1�M�v..w............_ ...� ._.. .. yh.}nnnan.Y'.. 'I. t; ' .1 y} 1 a 4 n lit' LAW Ki IIS 1� a, Iss I S Ice IS - v, 18� a,o2o a 117Y j } x,124-- a, ago O , 1 Z"7 +; Ia cam, 201 c, c 0,2'03 17A v,2a I — o, IBI — ----- — ---— — BY __— -- DATE_ � 71��j — ---_ JOB NO. 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I� �{ o t" I� p ve, C o, 4. % 13 RFs , r. �p�pt o k _— —-- -— — BY DATE_ 3 "1593 MACKENZIE ENGINEERING INCORPORATED JOB NO. CIVIL • STRUCTURAL • TRANSPORTATION SHT. __�__ OFAI 0690 SW BANCROFT S`REET • PO BOX 69039 _ __ ME PORTLAND,OREGON 97201-0033 • (503)P24-9560 • FAX(503)228.1295 M CKENIIEENOINEERINDTN DRFl RA �IOG9 ALL RIDNTS RESERVED i TABLE IX RAINFALL INTENSITIES FOR EAST WASHINGTON COUNTY (for Ranges 1 & 2 West) ., Rainfall Intensity (inches/hr) a TIME OF STORM EVENT - YR/(PROBABILITY) CONCENTRATION (MIN) 2 5 10 25 5O 100 (50%) (20%) (10%) (4%) (2%) 0%) 0 1.90 2.50 . 3.00 3.40 4.00 4.50 5 1.90 2.50 3.00 3.40 4.00 4.50 10 1.30 1.70 2.20 2.50 3.00 3.50 15 1.1U 1.40 1.80 2.10 2.50 2.90 20 0.90 1.20 1.50 1.80 2.10 2.40 30 0.75 0.95 1.20 1.40 1.65 1.90 b 40 0.60 0.75 1.00 1.15 1.30 1.60 50 0.55 0.70 0.85 1.00 1.15 1.35 70 0.45 0.55 0.70 0.82 0.911 1.10 100 0.40 0.45 0.55 0.67 0.75 0.90 180 or 0.35 0.40 0.50 0.60 0.70 0.85 more I i - 42 t: , M y, I WA 5 ri` - 3, y Ae, S rT AIz�% Q2aIN;r� �'�> w a = z I 12 /dc-, ;A �I R SWNtZ; SI"zINC, -N L-: L S714A-7 WIL `Rj SW1 Sums �F -TNv, 40c) �c SWr�Li. SIL1tJl� `r/AA=S Ae-, D � DVSI(:b 37LJ� IS � ��Qti 1. ` A. T4 hlri, W14ILI46,16-L. IS 1A-P-GEA. �'� �� WAS-k-�iZ � Swi-•.�.-� h�� Sf�_17 ��i v�.� --_-.— -- BY-------/ —o----- DATE J "�S� )3_ MACKENZIE ENGINEERING INCORPORATED JOB NO CIVIL • STRUCTURAL • TRANSPORTATION SHT —4�D_-_ OF —1! 0690 SW BANCROFT STREET • P.O BOX 69039 PORTLAND,OREGON 97201-0039 • (503;224-9560 • FAX(503)228.1285 MACKEN IIE ENGINEERING INCORPORATED 1902 ALL RIGHTSRESERVED i SW ALrC- 566--r I dN i 22 � _„_ • ► NN �Y WI-T(4 BL"'-'IzM effl iilic LE G-Tp - 16C6 47 SPLrr + Y o, li4cl 7- el I " + 3 u d c�,oc'� � v�►35 D e Tl4 4? - 0,224 PrZ561- DATE---��-q1 S F, - - ---- JOB NO. MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • TRANSPORTATION SHT. _ OF 0690 SW. BANCROFT STREET • PO BOX 69039 ----- PORTLAND,OREG^"J Q7201-0039 • (503)22a-9560 • FAX 1503)228 1285 C MACKENZIEENOINEERNOINCOA;tTED [M ALL RIGHTS RESEWED_ t 1 1 USINL. RA7LG- ►AL- �sfZ 1,413 z , 0,2 > 0. SUOrIARY 5WAL-r— L-E1J&-rH SWA t-e W b TIA 22' �t>i.►� I�'�{XTi''l� F-SR�P A� H// 3 MiN` Q�cZ�-rJ��►•1 5 wCiN g►�F1�7Hi sE>.y� MSX [3� s�NM�Rk s�05 r BY ----CLCD DATE l MACKENZIE ENGINEERING INCORPORATED toe NO. CIVIL • STRUCTURAL • TRANSPORTATION SHT. OF 0690 SW BANCROFT STREET • P.O BOX 69039 _ PORTLAND,OREGON 97201.0039 • (503)224.9560 • FAX(503)228.1285 C M CItENZIERIDNT9ENGME., I INCQRPORATfD 1907 ALL ..,,.,.r,�.. ..,....,...,._ .. .....,,.rte _•• r,.r....__ .✓v'yi ' t � x - SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR) , DURATION(HOUR) , PRECIP(INCHES) 1,4, .36 ----------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 1-YEAR 4-HOUR STORM **** .36" TOTAL PRECIP. ********* -------------------------------------------------------------- --------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 .21,86,1.41,98,7 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.6 . 2 94 .9 1.4 99.5 7.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU--FT) .31 .80 886 ENTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 1 u C/11 4 `t. IZYDROGRAPH DATA PRINT-OUT: T(HRS) Q(CFS) T(HRS) Q(CFS) T(HRS) Q(CFS) T(HRS) Q(CFS) .00 .00 1.07 .17 2.3.3 .08 3.20 .00 .03 .00 1.10 .16 2.17 .08 3.23 .00 .07 .00 1. 13 .15 2.20 .03 3.27 .00 .10 .00 1.17 .14 2.23 .08 3.30 .00 .13 .00 1.20 . 14 2.27 .08 3.33 .00 .17 .00 1. 23 .14 2. 30 .08 3.37 .00 .20 .00 1. 27 .13 2. 33 .08 3.40 .00 .23 .06 3..30 .12 2.37 .08 3.43 .00 .27 .00 1. 33 . 12 2.40 .07 3.47 .00 r .30 .01 1. 37 . 12 2.43 .05 3.50 .00 .33 .02 1.40 .11 2.47 .04 3 .53 .00 . 37 .03 1 .43 .11 2. 50 .03 3.57 .00 .40 .03 1 .47 .11 2.53 .02 3.60 .00 .43 .04 1 .50 .10 2.57 .02 3.63 .00 .47 .05 1 . 53 . 10 2.60 .01 3.67 .00 . 50 .06 1 . 57 .10 2.63 .00 3 .70 00 .53 .07 1.60 .30 2.67 .00 3.73 .00 .57 .08 1.63 . 10 2.70 .00 3.77 .00 .60 .09 1 .67 .09 2.73 .00 3.80 .00 .63 .10 1.70 .09 2.77 .00 3 .83 .00 .67 .11 1 .73 .08 2.80 .00 3 .87 .00 .70 .14 1.77 .08 2.83 .00 3.90 .00 .73 .18 1 .80 .08 2.87 .00 3.93 .00 .77 .27 1.83 .08 2.90 .00 3.97 .00 .80 .31 1.87 .08 2.93 .00 4.00 .00 83 .30 1.90 .08 2.97 .00 4.03 .00 .87 . 27 1.93 .08 3.00 .00 4.07 .00 Ri; .90 . 24 1.97 .08 3.03 .00 4 .10 .00 .93 .22 2.00 .08 3 .37 .00 4. 13 .00 .97 .20 2.03 .08 3 . 10 .00 4.17 .00 1.00 .19 2 .07 .08 3 .13 .00 4.20 .00 1 .03 .18 2 . 10 .08 3 . 17 .00 4. 23 .00 SPECIFY: C - CONTINUE, N - NEWSTORM, P _ PRINT, S - STOP to/► I i SPECIFY STORM OPTION: 1 S.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR) , DURATION(HOUR) , PRECIP(INCHES) 25,24, 3.5 S.C.S.-TYPE-lA DISTRIBUTION ********* 25-YEAR 24-HOUR STORM **** 3.50" TOTAL PRECIP. ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 .21,86,1.43 ,98,7 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.6 .2 86.0 1.4 98.0 7.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.32 7 .83 18553 . ENTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: synl F y p �i 4'! . y . } MACKENZIE/SAITO & ASSOCIATES, P.C. 0690 S.W. BANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 97201.0039 (503)224-9570 • FAY.(503)229 1295 MEMORANDUM DATE: P,�`rRh i i, l V93 i SUBJECT. Synektron Meeting Minutes (March 10, 1993) Prolect Number 292247.02 BY: Rich Mitchell To: File PRESENT: Jim Jac.qua, City of l igard Jeff Sackett, Triangle Development Rich Mitchell, Scott Steele, MSA A Code analysis and occupancy/egress diagram dated March 9, 1993 were reviewed and the following comments were made: 1. Jim stated that the 1991 UBC, Chapter 31, with Oregon amendments, is the k, ode that will govern for handicapped accessibility issues. 2. Jim asked if any new occupancies (such as H occupancies) wr•ild be incl,ided in this building. I indicated that the type of occupancies from the exist;ng Synektro,) operation at Park 217 would be moving to the new facility and that, to the best of my knowledge, tt-.e existing occupancies would not be changing. 3. Jim indicated that corridors could be designed as non-rated, as long as sprinklers and smoke detectors were installed, as requir9d by the code. 4. Jim indicated that the occupancy tactor normally associated with training rooms is the !! same as that used for ckssroorns (whiCh is 20) in lieu of 15, which is normally used for conference rooms without fixed seats. ' 5. Jim indicated that,typically, lunchrooms and training rooms are considered ancillary spaces and do not add to the total building occupant load. 6. Jim indicated that the areas considered ancillary on the occupancy and egress diagram were acceptable. These spaces include restrooms, mechanical equipment room (such as the grinding room, electrical room, telephone room, compressor room, degreasing room, gowning rooms and the gowning corridor) 7. Jim indicated that, given a submittal for plan check at the first week in April, based on his current workload, his review of the documents could be completed in a period of approximately two weeks from submittal for plan check. " RJM/smk cc: All Present F:\93-03\92247.02\11MMI.sk i sr. 10 MACKENZIE ENGINEERING INCORPORATED 0690 SW. BANCROFT srRF.ET • P0.BOX 69039 PORTLAND,OREGON 97201-0039 (503)224.9560 • FAX(503)228-1285 MEMORANDUM r N�'o MAR 2 1993 t DATE: March 9, 1993 rl° TIGARD Qr. a su ,ECT: Meeting oMin�utes of arch 5,1993 Meeting �`r°GSA y Project Number 292247.02 BY: Dave Larson Gwe__ To° File PRESENT: Lee Walker (Unified Sewerage Agency) Greg Berry (City of Tigard) Dave Larson (Mackenzie Engineering Incorporated) y Tim McGuire (Mackenzie Engineering Incorporated) i The site utility, grading, and water quality plan was reviewed ar length with Lee Walker (Greg was i already familiar, based on the Design Review submittal). Lee offered the following comments: 1. Policy: a. USA defers to City's engineers in review of the water quality improvements for individual projects. The Croy can rely on USA for advice and comment. b. DEO has issued a letter to USA requesting deletion of a "fee in lieu of" for projects or f portions thereof that cannot provide storm water quality improvements. USA continues to discuss the matter with C-EQ, but has not decided to comply with the requ©st. As a result, cities may continue, at their discretion, to collect fees in lieu of storm water quality treatment. This policy is not expected to change soon, and will not be retroactive to projects submitted prior to any such change. I 2. pes'gn(specifics on Synektron): a. Lee understood the reasons for not treating roughly the north third of the parcel, and agreed that "fees in lieu of are appropriate for this condition. Lee also reminded us that trapped, sumped catch basins also count for credit towards the storm water treatment. 1 j I ':'a-03\92247.O2\OQMM1.*9 _ i I N i s 7 Memorandum to File Synektron Manufacturing Facility Project Number 292247.02 March 9, 1,993 Page 2 b. By constructing a small berm down the center of the swale, the flow splits and provides greater control of swale bottom/treatment area (see detail attached). c. By constructing a small basin (forebay) at the upper end of the swale, solids can settle out prior to reaching the swale and "plugging' the effective area. cc: Rick Saito (Mackenzie/Saito & Associates) Rich Mitchell (Mackenzie/Saito & Associates) Sonna Durdel (Forum Properties, Inc.) Jeff Sackett (Triangle Development) Tim McGuire (Mackenzie Engineering Incorporated) Lee Walker (Unified Sewerage Agency) Greg Berry (City of Tigard) i 1 3-0C 9=47.02\09MMI.09 i A r MACKENZIE ENGINEERING INCORPORATED L�FE'T'T( O �( 4Li3G�(�S(�"iJfJT �J k[� CIVIL • STRUCTURAL • TRANSPORWION L—� MACKENZIE/SAITO & ASSOCIATES, P.C. ARCHITECTURE • PLANNING • INTERIOR DESIGN 0690 SW BANCROFT STREET • PO BOX 69039 PORTLAND,OREGON 97201.0039 15031 7249560 Jr,031 224.9510 FAX 15031 228-1285 1 March 8, 1993 RojectNu ------ Date: City of Tigard To: Q __ dw .. Greg Berry Project Name: Synektron Please find attached: __ shop dr wings -plans samples _—specificaticns _-_copy of letter p _ change order _details calculations Number of copies: Description: (2) Swale details _ For your use For your review For approval As requested REMARKS: These details are intended to modify oruP splement the _ site development review plans and are in response to our Friday (3/5/93) meeting. Copy to: Signed: Tim McGuire/as_ --.----- X _ Mailed Delivered To be picked up or If enclosures are not as noted,kindly notify us at once ■IRq\wrh!M.v:+wvf-wt+n,e Mi'." �- i 1 2. .i 4 i, All A �� e . �uI'(o�l'uq� Co,de.s aNd . I�eoj� �a ('o Hs . . . . . . . . a. . 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I OREGON(503)224 9510 WA6HINGIUN(206)451 +005 SHT._.._�_OF — MACKENZIE ENAINEERINQ INCORPORATED OREGO;U503) WASHINGTON(206)4`l 1430 I: y; Y �} - �l � �4v r vi yt•� P 1 No�F : �� 1..Lo�Jll�,v 'TAILS �R� ►t�t�SD � ,,� �,. oR ADD 1-6 74S L57PA►I,.S AS cl-' 7HE: DCSI C� 15C-T, I u ? i III�III�I11= � 1� �_-- 4" P(rq I-I Bfi M W 3: S'JESk r-,FEZ� - �R c3.I BY — ----- DATE MACKENZIE ENGINEERING INCORPORATED 1 CIVIL • STRUCTURAL • TRANSPORTATION SHT. _-_1—__ OF —�- 0690 SW BANCROFT STREET • P.O BOX 69039 ►y4CKENDEENOINEERINfJ4TED a PORTLAND,OREGON 97201-0039 • (503)224.9560 • FAX(503)228.1285 Q IMALLAIGHTSRESERVEO e ... : ''•' -. ,t!.. .y. ,^ � .,w ,�."`M ^ w,.t•.n •4'ram.- ,v�:,,.,. „rf� a ,.T..; F.e a, �.A'tREn,:wpul p$1rvj e k Li ..r r 0 N t I �EXIS'TINV C�ot�.•.;p Ili SIM 51_,_ I Iti" v,3lo IN 4 FIS 5 r�RM �VLrsT� co&)z wip7N of SZ�J�tt , Pp�oFll VIEW �3,1 3Y -- -- DATE..._ — — JOB NO. MACKENZIE ENGINEERING INCORPORATED 2 Sl �.�____ OF CIVIL • STRU�TURA- • TRANSPORTATION _ 0690 SW4 BANCROFT STREET • 1'.0.BOX 69039IMCI(FNZIf ENQ�NEER�NO NCDRPORATE0 PORTLAND.OREGON 972010039 • (503)224-9560 FAX(503)228 1285 C IYp2ALLR�91118RESER1rED , r a r ww`r4wA:..4r...rr,,..1f. _tnr•:r.';' INSPECTION NOTICE City of Tigard Building Departaent 13125 9WBall Blued. Hg-4, Orego n 9.7223 Inspection Line (Rec-o-Phone): 639-4175 Business Phone: 639-4171 � I Inspection: -- --- — ----- rooting Plbg. Underslab Hoch. Rough-in Appr/sdwlk Found. Plbg. Top Out Gao Line FINAL: Post/Beam Stru(:t. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. � Plbg. Onderflool�) -Mee Water Line Gyp. ed. h. --- PH Date Requesteds Time: /AM '�"��p G r __ Permit #t' Adc',reses�, Builder:_ THE FOLLOWING CORRECTIONS ARE .^,LQUIRED: v Inspectgr --_-- _-- Date: APPROVED DISAPPROVED APPROVED fiIIRJF.CI' TO ABnV? i j Call For Reinnp. 1 .�ndti1'.,'w 1MP1�i.rp;.Wx .u.k:4nn �llol �'1-- 1 -- � t 1.1x11 F I ED SEWERAGE A;ENCY OF WASH 1 NGTON COUNTY F 1 MME UN 1 T RAT 1 FISS , i TOTAL TOTAL FIXTURE VALUE I . ..-. ..-� NUMBER NUMBER BAPTISTRY/FONT 4 .- BATH - TUB/SHOWER 4 - JACU7./WHPL 4 C1tsP 1 DOR/WATER ASP I n 1%WASIiER - OOMMER 4 - DOFEST 2 / _� a► DRINKING FOtJNTAIN 1 / FLOOR DRA i N - 2 INCH 2 14low / - 3 INCH 5 4 INCH 6 c.ARBAGE DISPOSAL - DOM (TO 3/4 HP) 16 - COMM (TD 5 HP) 32 - IND (OVER 5 HP) 48 OIL SEP (GAS STA) 6 SHOWER STALL 2 L S 1 IaC - BAR 2 BRADLEY 5 1 C 4ERC I AL 3 - SERVICE 3 y WASHER, CLOTHES 6 WATER EXT 6 WATLLR CLOSET URINAL 6 1 raz '6'o C i _ o. TOTALI DAA 1 NSP___ - EDU BUSINESS PERMIT NO. ADORLSS -- - -. OGUNTT:D FROM N TAX MAP/LOT - -- f 73-25 R83 w f.Vw•' i., r.;.fir,:n ry . no,4+M.r .:�::. :�.:,.. .. -.treRifM' !