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7257 SW KABLE LANE BLDGS 218-220-1
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Jz -\ ••e C0"Cv 1090 _Sllll!1 111!111/' Uauateuu/rree ,� / 1 e" D.I. F.H. 8' D.I. . '.,.' 151. 0.57. 8" r++�Y \ 63"D.I. V r •���i1�����t�������� ������r���s•��� r�o������������ ���������������rw���� � ��������������+�������w.�� �+r�4emm �����s������1>•������� ���������������s���� es��Ra�a�t� ! y` �O ������►wee��r �11ee�►�ae.e.�� fit. _rt ������ w��► r�e��ee��.�eu ���►��e. �ri�l�eee��eeeeee►��. �: ���� - ��•1ai�ee► / oa LP L !o PERF. PIPE - SLOPE C 15 G" PERF. PIPE '3 - ••• \ SLOPE C6 C8 INSTALL F.H. 5 CB CP.5 15' WATER LINE (PICOVIpE POSITIVE „' •• --__ _ _ W.____ L___. EASEMENT DRAINAGE ) RIM '50.0 � (° - ••.' RIM 14P 4 RIM 14b•o �,�� 1 11ZSD1 AESF_M6LY Cp RIM 1477_ RIM 141.4 I.E. 140.0 f 11P.V.C. •` I.E. 1410. 4 I•E• I!r/o. a t I.E. 145-Z I.E. 145.4 _-_-� - - -J PA1F LE. 146.re(0 EXIST 3(0" CSF' I `% -3 EXIST �' • (F'EtZ AS- AT ) BY SO.t CRACI, f.4,t Mt N' �`� `7 -Ie-e- SEPTEMBER 14, 1989 �,�-•- ""'•�-"" ROPSERT E. Mt=YER. CON SUL T ANTS n� ( IR50 3 CONSTRUCT Co 0" MH Ei"tn,7 TEE 4 z- e"5UTTE.RFLY �.. /� -- ,- - ' - A_ 5r)3 CONNECT PERF. STORM MH. OZ / K TCEVISE alrre�+,fOit lC' G.K. VALVES W THKUST BLOC • P!PE TO 5TORM 1 50.°1 _- CITY OF T13ARD 9-.75-Bg SY5"TEM. PROVIDE EM ( - _l .,� roved........................................................... .f CHECKED BY: PSACKFLOW I.E.I N 14 2.0 (c,, N 3C." -u.•,...��� ^ �..-•" Approved Aprrn•rcd .......... ............................. .( �: K.K. ~~ r PREVENTION VALVE P, �, , , ��/�?_;�. REVISIONS: AT POINT OF 1. OUT •o ( 3(0' -ExIsT' VEKIFI .._..r _ CONNECTION 1 (SEE SF+"T CI OF I MACI<ENZIF ENG. .�. .,; f (: []SEE CHANGE LOG LI �( J05 � ZO-)391) T-Z5-8, G.K. _.__•�' Jeb A� �c,,,;._-1��5 c-�_r,._.._���. ....r� LEGEND PROPOSED EXISTING SANITARY LINE wamen1wen��e STORM LINE .......---.......... WATER LINE MANHOLEw Q No1ENnF jm Su1 AssOLUTEs.P c. IBM ALL RWIN RE9FAMAD CATCH BASIN FA E m orsAt & �rt°s.PPc(w/s A)AND A"NOY TU eC USED OR REPRO DUCED IN WY CLEANOUT t� G 0 PRM wRrttfN 5 PH4lER,(XCE«Ty%T14t DOWNSPOUT •vSHEFi y�1 9A FIRE HYDRANT WATER METER SID SETS ' _ SITE UTUTY PLAN v 10 U' R r)W _ W7 `P17, 1130 ' = 1 '-0" >F 3 s 0 3 s o 3 JOB NO is s d9 2 A 2209 I F1ne P 2 8 9 3 91 ' _. AS FILED FOR BUILDING PERMIT 9- 15-59 If (his notice appears clearvi. Ihvul the 1 document, the ,locunulnt k of m111-givad finality. MA 1 .I INCH vv,, i MAD• - 1 11 1 4 30 )( :::wITR1A l�iulliu!��nlliiihn;lnnlnmm�lun nnlnn nnlnu Inllnn nnlnn nnlmm�nlnn uulnll nnlnnhnllnumnlnninulnnhnllunlulllnnfunlnil nnlnr I�(nnitni nnliin unlnuhlillnn Inllunlnnhnllnnhnllnnlnnl c 10 Z OZZ - 9 l 6P18 auel e1geyl MS LSZL Q ' I , m C - _ z f 160 W 4.3 0� _ •_ In do v 3 n w 3 A b O+x r r LL 15( _ 091 2 — "'•rte' .",. : , . 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EXISTING CONSOLIDATED SUPPLY -� BUILDING • k c*) r) J -,- r �-- ry 40cc oop ITP- 1 L 0-0 1 TP-4 't _ - TP-8r ---" vj x �' •� Y L co ' cm 1 �� } � TP- 2 •' O N / �.� TP-7 1� TP-5 z 171 CID P-3 N1no ' ,/�f� x I • 1 SITE PLAN ;----�60 - W ' ' ' ;; '� TRIANGLE SITE no Muni Q1 KEY: m TIGARD OREGON =! `' M TEST PIT LOCATION AND DAMES AND MOORE IDENTIFYING NUMBER - n • ' n D 1'1 Q �� � � / � I 7257 SW Kable Lane JOB NO. 9268-014 Bldg 218 - 220 PLATE I 3 of 3 If this notice appears clearer than the document, the document is of marginal q ality. MAY l 9 1997 ' � If lll � lllilll lilllf ► � If ► Illi ' llilili VIII I � Illlil ) Illlili Ilillli � l I I � I i I � I 1 � � I � I I + I i I . � � : � . INCH + ill Ill II Ill � lllillll � llllllillilllllllii MADE ,N (;H, III ( III I l III I l l l i 1 1 1 1 1 1 1 I I I I I .� I I 111111 111 111 # I I' Illlll�llllllllllllllflllllllll,{Ilillllllilllllll►111i1lI'i��111 Iill�l1" li t ! �� t� 17 ! I i 1111!1. ill ��ill! 111111111111111111111111111fillllllllil�111111111�1illlll !� � . 1 .1111111111111111,11111111111111111lIIIII i rtrS r r+W+� »n-�hypr .yy �IPIMR nwca�M+y'M�v+S•rob"WSA�N.ara�'Ie "'ate ark looA Is r'f 1. ♦ ✓ I' �e tt r , 4 Y'r d . 1l i } R n NORTHWEST 'rESTING LABORATORIES, INC. „u r Fti CONSTRUCTION INSPECTION 5405 N.Lagnon Avenue NON-DESTRUCTIVE TESTING MATERIALS INSPECTION P.O.Box 17126 WELUINI7 CERTIFICATION CIIL`IICAL ANALYSIS COIL TESTING PHY3I CAL TESTING Portland,Oregon 97217-0126 ASSAYING ''I Phone.(503)289-1778 FAX:289-1918 CONCRETE COMPRESSION TESTS ' TESTED FORE HL Green REPORT NO. : 906607 CAST BYE R. Griesenauer SLUMP: 4 t PROJECT, Oregon Business Park PERMIT NO. : Building 218/Job No . 8938 a ADDRESS: 7257 SW Kable Lane DATE MADE: 8/28;90 Tigard, Oregon TYPE OF SPECIMENS 6 x 12 conr..ret•e cylinder DATE RECD: 8/29/90 2, 500 psi, 3/4 MAX. SIZED AGGREGATE SACK MIB ADDITIVES: VR + 15 Gallons WatQr 1 SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T494757 AIR TEMP: 78 deg . TIME: 4 : 00 PM CU. YARDS: 9 of 9 LOAD NO. : 1 CONC. TEMP. - 67 deg . WEATHER: cloudy % AIR: 5 LOCATION OF POUR: GRID LINE 13 THROUGH 24 AT F LINE, BLDG . 221 FOOTINGS INTERIOR TYPE. Test Weight Max. Load - lbs. 'Age Bate Hark Pounds _ Lead Per sq. in .� Average Tested, 9/04 28 . 4 1950 7 Days 9/04 2B . 4 1910 1930 7 Days 9/25 28. 4 2990 28 Days 9/25 28. 4 3020 3005 28 Days If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Flietpas at 289-1778 . Thank you. Cc : HL Green City of Tigard Supplier AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES ALL REPO--S ARE SUSMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED FOR THE USE Or DLP CLIIENTS ONLY NO OTHEP PERSON OR ENTITY MAY UTILIZE TMC REPORT OR ANN PORTION THEREOF WITHOUT OUR WRI'TFN ALITHORIZATION ' y TI^'�, ''":?'r�e�:_... ..,.: -.......... ,..q.•>«rc.,:,+w., ,.;?srraraac-. -.:,3.,1, .Ir. -,. •.pmn:�'I-,_. ,r ,:yyE1.:: ,..,, . .... .... ... ;I { y put rt �i �tYHxT 0Y ^x. NORTHWEST TIESTING LABORATORIES9 INC. 5405 N.Lagoon Avenue NON.OESTRUCTIVE TE6TIN0 CONfTRU:TIOIJ IN9►ECTION WELDING CERTIIICATION MATE RIALL IN9 PECTION P.Q.BOX 17126 SOIL T[STI NO CHEMICAL NA,YSIf ASSAY IN0 RMV SIC AL TESTING Portland,Oregon 97211-0126 Phone:(503)289-1778 . FAX:289-1918 CONCRETE COMPRESSION TESTS � TESTED FOR: HL Green REPORT NO. : 906607 CAST BY: R . Griesenauer SLUMP: 4 PROJECT: Oregon Business Park PERMIT NO. : Building 218/Job No . 8938 a ADDRESS: 7257 131"7 Kable Lane DATE MADE: 4,/28/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE REC 'D: 8/29/90 2 , 500 psi, 3/4 MAX. SIZED AGGREGATE S7 MIX ADDITIVES: VR + 15 Gallons Water yls:� SOURCE: Aoss Island Sand and Gravel CONDITT_ON OF STORAGE: ASTH fi. 9 TICKET NO. : T494757 AIR TEMP: 78 deg . TIME: 4 . 00 PH CU. YARDS : 9 of LOAD NO. : 1 CONC . TEMP. : 67 deg . WEATHER: cloudy % AIh: 5 LOCATION OF POUR: GRID LINE 13 THROUGH 24 AT F LINE . BLDG . 221 FOOTINGS 1NTERIOR TYPE . Test Weight Max. Load - lbs. Age Date Mar}; Pounds Load _ per sg. in. Average Tested 4 9/04 28 . 4 1950 7 Days 9/04 28 . 4 1910 1930 7 Days 9/25 28 Days 9/25 28 Days If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-17"78 . Thank you . CC : HL Green City of Tigard Supplier a a 3 AS A MUTUAL PROTECTION TO CLIENTS THE PURLI-AND OURSELVES ALL REPORTS ARE SUSMITYEO AS THE _DNFI DENAL PROPERTY OF CLIENTS AND ARE IN ENOFDFORTHEUSEOF TI OUR CLIENTS ONLY NO O HER PERSON OR ENTITY MAY UTILITF THE REPORT OR A.Y PORTION THEREOF M'.THOUT OUR WRITTEN AUTHONIEATION A 1 - LI Iy 1 1F iy� t 1 '3 NORTHWEST TESTING LABORATORIES9 INC. 5405 N.Lagoon Avenue NON-DESTRUCTIVE TESTING CONSTRUCTION INSPECTION ' MATCRIALS INSPECTION P.O.Box ?7126 W[L DI N, CSOIL KATION .'.� �I CIICMICAL ANALYf If 0{L 'rlb TlNfl ;I Portland,Oregon 97217-0126 ASSAYING PHYS'CAL TESTING Phone:(503)289-1778 FAX:289-1918 August. 28, 1990 LAB REPORT NO. : 906606 Special Inspectior, DAILY FIELD REPORT 4 CLIENT: H.L. Green Company s PROJECT: Oregon Business Park - Phase III JOB ADDRESS: 7257 :W Kahle Lane Tigard, Oregon 1' TYPE OF INSPECTION: Footings PERMIT NO: --- WEATHER: Overcast TEMP: 70° SOURCE: MIX PROPORTIONS SLUMP TICKET NO. QUANTITY MIX TEMP. i Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, -3nformance statement, etc. ) Checked footing pad in C and D rows . All setting on fi .1 material , footings on A and B line . A is on native soil. and P line is on fill material . All. looked very good , MI 1 k CC : ?fakenzie .:)ai.to & Assoc. INSPECTOR: B . Fredrick Pac Trust NUMBER: %S A MUTUAL PROTECTION TO CL.CNTS THE PUBLIC AND OURSEI,Y ES ALL REPORTS ARE SUBMITTED AS THE :ONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED FOR TME USE OF OUP CLIEN fS ONLY NO OTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY VOPTION THEREOF WIT-.1UT OUR WRITTEN AUTHORIZATION f' V �y NORTHWEST TESTING LABORATORIES, INC. • CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue NON-OESTRUCTIVE TESTING MATERIALS INP.O.Box 17126 WELDING CERTI/KATION Y' ':IIEMICAL ANALYSIS SOIL TESTI NO C;':�{^�' PHYSICAL TESTING Portland,Oregon 97217.0126 ASSAYING Phone:(503)289-1778 March 23, 1990 FAX:289.1918 LAB REPORT NO. : 901.142 Special Inspection UAILY FIELD REPORT CLIENT: HL Green ! PROJECT: Building 218 JOB ADDRESS: 7257 SW Kable Lane Tigard, Oregon TYPE OF INSPECTION: Weld - Tilt Panel PERMIT NO: BU892022 WEATHER: Clear TEMP: 700 SOURCE: MIX PROPORTIONS �S, TMP _ TICKET NO. QUANTITY MtX TEMP. — i In^rdction Notes: kInclude location, ,.esting data, suba;ticutions/deviations, materials and methods of construction, confurmanre sLatement, etc. ) Visual inspection of tilt pane'L connections for repairs implemented on rejections from previous inspection welds marked were rewelded and are in accordance with AvIS D1. 1 structural welding code. Welding on clips to ` doorway ste:.e front return walls at east side of building were inspected and are approve-9. Glue lam plates are in and welded at each beam. Build.inq 218 final inspection approved. CC: HL Green INSPECTOR: Rick Griesenauer City of Tigard N"JMBER: 562 AS A MUTUAL"RO"ECTION TO CLIENTS THE PUBLIC AND OURSELVES ALL IMPORTS ARE E•USMir'ED AS THE CONFIDE.NTIAL PROPERTv OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS DIILY IIOOTFER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR 4RITTEN AUTHORIZATION i'ii,t f t I r° 1wt�11 It. 7 1 I �� ,ham I°.r„ 1. •,,;, I. I ;Ofw Y NORTHWEST 'TES'TING LABORATORIES, INC. CONSTRUCTION INSPECTION 5405 N.Lagoon Averue NUN.DESTRUCTIVE TESTI NO MATE RIAI S 1 N T PECTION P.O.BOX 17126 WELDING CERTIFICA T'ON CHEMICAL ANALYSIS SOIL TESTINO PNV i ICAL TEST NO Poriland,Oregon 97217-012.6 ASNA VINO Phone:(503)289-1778 FAX:269.1918 CONCRETE COMPRESSION TESTS TESTED FOR.- HL Green REPORT NO 901931 CAST BY:: Rick Griesenauer SLUMP: 4 . 5" PROJECT: Oregon Business Park. PERMIT NO , : Building 220/Job No. 8935 ADDRESS: 7233 SW Kable Lane DATE MADE: 4/2/90 Tigard, Oregon ■ TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 4/3/90 3, 000 psi, 3/4" MAX. SIZED AGGREGATE 4 , 000 SACK MIX ADDITIVES: 4310B (prod-o.ct code) SOURCE! Ross Island Sand and Gravel COND-_TION OF STORAGE: ASTM R TICKET No. : T4-86768 AIR TEMP: 55° TIME: 6: OOA CU. YARDS: 12 of 12 ri LOAD NO. : 1 CONC. TEMP. : 62 ° WEATHER: Cloudy % AIR: h' i LOCATION OF POUR: Slab on grade tie-back's on west side of building. 1 a Test Weight Max. Load _- lbs. Age Date MarkPounds Load _per sq. in. Averacie Tested 4/9 29 . 3 4090 7 days 4/9 29 . 3 4010 4G''50 7 days 4/30 29 . 3 5550 28 days 4/30 29. 3 5500 5525 28 days If you should have any quest-.ions regarding this or any other report, please contact Alesia Preston or J:i.m Hietpas at 289-1778 . Thank you. cc: HL Green City of Tigard Supplier MacKenzie/Saito & Associates AS A MUTUAL PPOTrCTION TO CLIENTS.THE PUBLIC AND OURSELVES ALL PEPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPOITY Or CLIENTS AND ARE INTENDED FOP THE USF Or OUR CLIENTS ONLY NOIlT.I[R PERSON OR ENTITY MAI W ILIIE THE REPOPT OR ANY PORTION THEPr Or WITHOUT OUR WRITTEN AUTHORIIATION t al> m NORTHWEST TESTING JAL BORA' ORI IE INC. 5405 N.Lagoon Avenue CONSTRUCTION INSPECTION N WELDING CERTI TESTING MATERIALS INSPECTION P.O.Box 17126 WELDING CSo LlrKATION I CHEMICAL ANALYSIS 6OiL TERTINO I } -� PHYSICAL TESTING Portland,Oregon 97217-0126 ASSAYING 1 „ Phone:(503)289-1778 CONC :ETE C(96f$liON TESTS TESTED FOR: HL Green REPORT NO. : 901929 CAST BY: Rick Griesenauer. SLUMP: 5. 5" PrOJECT: Pac Trust Building PERMIT NO. : Building 215 ADDRESS: Tigard, Oregon DATE. MADE: 3/30/9 ) TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECID: 3/31/90 3 , 000 psi, 3/4" MAX. SIZED AGGREGATE BACK MIX ADDITIVES: 1.6oz Cal SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T4-8EL491 AIR TEMP: TIME: 6: OOA CU. YARDS: 12 of 12 LOAD NO. : 1 CONC. TEMP. : 59° WEATHER: Clear AIR: LOCATION OF POUR: Slab on grade middle bay at east end of building. I i ,i Test Weight Max. Load -- lbs. Age Date -Mark----- Pounds — Load— ver sq._ in. Average___ Tested 4/6 28 . 9 2390 7 days 4/6 28 .9 2340 2365 7 days 4/27 28 .9 3610 28 days 4/27 26 . 9 3790 3700 28 days i If. you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. cc: HL Green City of Tigard supplier AS AMUTUAL.PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES ALL REPORTS ARE SUSMITTLO AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NOOTHER PERSON OR ENTIT.MAY UTILIZE THE REPORT OR ANY PORTION THEREOI-WITHOUT OUR WRITTEN AUTHORIZATION Irli , l; "�yl I V yy ` Y , , 1 NORTHWEST TESTING LABORATORIES, INC. 5405 N.Lagooi Avenue NON-DESTRUCTIVE TESTING , k �.- CON:TP'UCTION IN"&CTION MAT[RI ALS 1NS PL:CTION P.G.Box 1 .26 WELDING CERTIFICATION GATING CHEMICAL ANALYSIS SOiL TL�TING PHYSICAL_TESTING Portland,Oregon 97217-0126 ARBA,INn Phone:(503)289.1778 CONCRETE C6RAM9iON TESTS TESTED FOR: HL Green REPORT NO. : 903.144 CAST BY: Rick GLiesenauer SLUMP: 3" t PROJECT: Oregon Business Park PERMIT NO. : Building 220/Job No. 8939 ADDRESS: 7233 SW Kable Lane DATE MADE: 3/.28/90 Tigard, Oregon ■ TYPF OF SPECIMEN: 6 x 12 ^onc.:rete cylinder DATE RECD: 3/29/90 4 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX i f j ADDITIVES: l 1 SOURCE: Ross Island Sand and Gravel i CONDITION OF STORAGE: ASTM TICKET NO. : T4-86766 AIR TEMP: '70' TIME: 2 : 20P CU. YARDS: 7 of 7 LOAD NO. : 1 CONC. TEMP. : 65' 'HEATHER: Clear. % AIR: LOCATION OF POUR: Building 220, 19 reraini.ng edge panels and tie back slab on q--ade. Test Weight Max. Load - lbs. Age � Daae Mark Pounds Load_ per sq. in. Average Tested 4/2 29 . 0 3710 3710 5 days 4/4 29 . 0 4320 4320 7 days 4/25 29 . 0 5780 28 days ' 4/25 29 . 0 5630 5705 28 days If you should have any questions regarding this or any other report, please contact Alesia Preston or :Tins Hietpas at 289-178 . Thank you. cc: HL Green City of Tigard Supplier MacKenzie/Saito E Associates AS A MUTUAL.PROTECTION TO CLIEN';1; THE PUBLIC AND OURSELVES ALI,REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY Or CLIENTS AND ARL INTENDED FOR THE USE OE OUR CLIENTS ONLY NOOTHERPERS(`N OR ENTITY MAY LITILRE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR W-'TTEN AUTHORIZATION I , • �®jmtiiv��+r:+ ;itru,+iy,�°R�j 'Nk". '�?5 �7r1�a�,<:wyyy,,.. j� , s NORTHWEST '�']ES� INC LABORA`� ORI ES, INC. CONSTRUCTION INSPLCTION 5405 N.Lagoon A-enUe NON-DESTRUCTIVE TESTING MATER,ALS INSPECTION P.O.Box 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS SOIL TESTING PHYSICAL TESTING ronland,'Oregon 97217-0126 ASSAYING Phone:(503)289.1778 March 28, 1990 FAX:289-1918 LAB REPORT NO. : 901143 , Special Inspectioz. I :.DAILY FIELD REPORT CLIENT: HL Green PROJECT: Building 220 JOB ADDRESS: 7233 SW Kable Lane � Tigard, Oregon TYPE OF INSPECTION: Resteel I PERMIT NO: BU892-020 WEATHER: Clear TEMP: 700 I Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) 1 i Visual inspection of reinforcing for edge panels 1A, 3A, 5A, 2A, 4A, 6A, 1.B, 11B, 2B, 10B, 3B, 6B, B7 , B8, B9, 4B, 5B, 13A, 12B all were in conformance with approved details and drawings. Concrete scheduled for 1: 00 p.m. today, jtwo footings and portion of tie back slab on grade to be poured also. 1 i s S. f CC: HL Green INSPECTOR: Rick Griesenauer City of Ti,.ard NUMBER: 562. AS A MUTUAL PROTECTION TO CLIENTS.THE PUBLIC AND OURSELVES.ALL REPORTS ARE SUOV TIED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NOOTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION {.aX41 ° . G 4 NORTHWEST TESTIN`U, ]LABORATORIIE '.Sg INC. CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue NONDESTRUCTIVE T[STINC , 'ATERIALS INSPECTION P.O.Box 17126 WELUINO CERTIFICATION SOIL TEI TING C IICMICA L N , ASSAVINO Ip PortlandOre on 97217-0126 PHYSICAL TESTIOLSTI`IO g Phone:(503)289-1778 ^' CONCRETE cdMIMIMON TESTS r TESTED FOR: HL Green REPORT NO. t 901136 CAST BY: Rick Griesenauer S' IMP: 3 . 5" PROJECT: Oregon Business Park PERMIT NO. : Building 220/Job No. 8939 ADDRESS: 7233 SW Kabl.e Lane DATE MADE: 3/13/90 Tigard, Oregon ■ TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 3/14/90 4 , 000 psi, 3/4" MAX. SIZED AGGREGATE 4310B SACK MIX 0 ADDITIVES: i< SOUR"E: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM & 2 Field Cure >? TICKET NO. : T4--85767 AIR TEMP: 32' TIME: 6: 10A CU. YARDS: 9 of 31 LOAD NO. : 3 CONC. TEMP. : 67' WEATHER: Clear % AIR: x LOCATION OF YOUR; 10 Til`: panels 4, 5, 6, 7, 9, 11 for building 220. i Test Weight :dax. Load - lbs. Age Date Mark Pounds Load _ Pjrs -_�.n. Average jested Aw 3/20 29. 4 4050 7 days 3/20 2.9.4 4090 4070 7 days 4/10 29 . 4 5b10 28 days t, ..1. 4/10 29 . 4 5700 5655 28 days 3/20 28.7 3040 7 days FC i 3/20 28.7 3150 3095 7 days FC 9 If you should ha-,re any questions regarding this or any other report., please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. cc: HL Green City of Tigard Supplier - y1 MacKenzie/Saito & Associates y.,l AB A MUTUAL PROTECTION TO CLIENTS. IH[PUBOC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS TH! CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CVENTS ONLY.NOOTNER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOP WITHOUT OUR WRITTEN AUTHORIZATION ., ,. .._.. .... .,..,,......,PP•rr.,. .,,...,.;... ,„,. ,.,.L!.?.'RY7JGHRC'dR4EN,: .E R. 4 �, L �dY7n"1 Rt ; ,.'.�,y�b�uf f'i i ..... .. i., �, ..V 'D ,Y�Y�Sd'1PY h:"�5(•1 t�"rw:=-'�:.; ' 1.',.r. vnwif`fnAn..u,., ....arMYJINeIPAMfhd$w7'! i^ NORTHWEST TESTING ING ]LABORA`][ ORI ES9 INC. 5405 N.Lagoon Avenue NONDESTRUCTIVE TESTING .1� CONSTRUCTION INSPECTION WELLING CERTIf ICATION MATERIAL.! IH&PE'TION P.O.Box.17126 SO iL TESTI NO k CHEMICAL ANALYSIS r+� Portland,Oregon 97217-0125 ASSAYING PHYSICAL TESTING Phone (503)289-1778 FAX:289-1918 LAB REPORT NO. : 901.135 March 9, 1990 Special Inspection 1� DAILY FIELD REPgRT CLIENT: HL Green PROJECT: Building 220 JOB ADDRESS: 7233 SW Kable Lane e Tigard, Oregon r TYPE OF INSPECTION: Tilt panel resteel PERMIT NO: BU892020 WEATHER: Cloudy TEMP: 42° t Inspection Votea: (Include location, testing data, subs t.itut ions/deviations, materials anO methods of construction, conformance statement, etc. ) i visual inspection of the panels for building 220 10 panels 5, 6, 10, 11, 11A, 12F 13 , 14 , 15, %nd 16 were in co:iformance with approved reinforcing details. Panel 15 still needs to be formed up but the reinforcing cage is on slab and ok. i i 1 I i CC: HL Green INSPECTOR: Rick Griesenauer amity of Tigard { NUMBER: 562 A9 A MUTUAL PROTECTION TO CLIENTS.THE PUBLIC AND OURSELVES ALL,REPORTS ARE SUBMITTED AS THE CONE IOENTIAL PROPERTY OF CLIENTS AND ARC INTENDED EOR Tr!E USE OF OUR CL ENTS ONLY NOOTIIER PERSON "1. OR ENTITY MAY UTILIZE-HE REPORT OR A ')RTION THEREOF WITHOUT OUR WRITTEN AUTHONI=AT'ON E I Y r T �TOII�'][ H WEST r ESr ING LABORATORIES, INC. 5405 N.Lagoon Avenue NON-DESTRUCTIVE TESTII•G CONSTRUCTION INJIPECTION ? � MATERIALS IN6PECTION P.U.Box 17126 WELDING CERTIFICATION C1iFMICAL ANA''-YSIS SOiL TESTING .�...I;! P4YSIC•L TE6T'ING Portland.Oregon! 17-01,6 ASSAYING Phone:(503)Z .1.1778 CONCRETE C& gbtON TESTS RESTED FOR: HL Green REPORT NO. : 901134 CAST BY: Rick Griesenauer SLUMP: 411 PROJECT: Oregon Business Park PERMIT NO. : a 9 Building 218/Job No. 8938 I ADDRESS: 7257 SW Kable Lane DATE MADE: 3/9/90 1 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 3/10/90 � 4 , 000 psi, 3/411 MAX. SIZED AFGREGATE 43108 SACK MIX ADDITIVES: 5oz P+20 ur 1% VOURCF: Ross Island Sand and Gravel r CONDITION OF STORAGE: ASTM TICKET NO. : T4•-83641 AIR TEMP: 42. ° TIME: 6: OOA CU. YARDS: 12 of 24 LOAD NO. : 2 CONI;. TEMP. : 68 ' WEATHER: Cloudy % AIR: LOCATION OF POUR: Building 218 slab cn grade tie-back-s building perimeL-er. Test Weight Max. Load - lbs. Age DateMark Pounds Lcad per 9Q._. in. Average Tested 1+ 3/16 29 . 3 3560 7 days 3/16 2.9. 1 3660 3610 7 days 4/6 29. 1 5130 28 days 4/6 29 . 1 5080 51.05 28 days r If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . j Thank you. w 1�c: HL Green City of Tigard ; Supplier t AS A MUTUAL PROTECTION TO CLIENTS rHE TLIRLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS ANDARE INTENDED FOR THE USE OF OURCLIENT S ONLY NOOTHER PERSON OR ENTITY MAY UTILIZE THE REPCRT O 4 ANY PORTION THEREOr WITHOUT OUR WNI'TF.N AUTHORIZATION .T' V. E, ISYtlYEi��S r'tl -IF TESTING LABORATORIES, INC. NORTHWES "y 5405 N. Lagoon Avenue CONSTRUCTION INSPECTION NON-DESTRUCTIVE TESTING , AIArERIALS INSPECTION P.O.Box 17126 `+. � WELDING CERTIFICATION CPICMICAL ANALYSIS Poriland,Oregon 97217-0126 SOIL TESTING lV+. PHYSICAL TESTING ASSAYING Phone:(503)289-177A 11 1 March 8, 1990 ?SAB REPORT NO. : 901133 1 Special Inspe :tion DAILY FIELD REPORT << CLIENT: HL Green C� PROJECT: Building 2?0 JOB ADDRESS: 7233 SW Kable hane Tigard, Oregon j TYPE OF INSPECTION: Tilt parel resteel PERMIT NO: BU892020 WEATHER: Cloudy TEMP. f Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) On site to insrer•t reinforcing for tilt panels 10 each for building 220 and reinforcing was not ready for inspection. Supt. not present foreman advised inspection tomorrow and that supt. would be advised. Will return for this inspection. q' s .r CC: HL Green INSPECTOR: Rick Griesenauer City of Tigard NUMBER: 562 1 a AS AMUTUAL PROTECTION TO CLIENTS THE PUSI.'C AND OURSELVES ALL REPORTS ARE SUCMITTED AS TMC CONPIOENTIAL PROPERTY OF CLI!NTC AND LRE INTENOEDf0R TI,E USE Or OUR CLIENTS 014LY NOOTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEPEOr WITHOUT OUR WRITTEN AUTHORIZATION , o47w NORTHWEST TESTING LABORATORIES9 INC. ',ONSTPIUCTION INSPECTION 5405 N.Lagoon Avenue IqON.DmS'7P1UC1fVz TESTING MATERIALS I NS P ECTIONP.O.Box'17126 WILDING Ct"IN F'ICATION CHEMICAL ANALYSIS SOIL TESTING ►MY 'CAL TESTING Portland,Oregon 9721 7-0126 ASSAYING Phone:(503)289-1778 CONCRETE c6k'pWiStiON TESTS TESTED FOR: HL Green REPORT No. : 901131 CAST BY: Rick Griesenauer SLUMP: 3 . 511 PROJECT: Oregon Business Park PT'IRMIT NO. : Building 220/Job Na. 8939 ADDRESS: 7233 SW Kable Lane DATE MADE: 3/5/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 3/6/90 4 , 000 psi, 3/411 MAX. SIZED AGGRFGATE SACK MIX ADDITIVES: �L1 % P+20 SOURCE: RossIsland Sand and Gravel CONDITION OF STORAGE: AS,rm & 2 FC TICKET NO. : T4-85404 AIR TEMP: 38 * TIME: 6: 30A CU. YARDS: 7 cf 32 LOAD NO . : 4 CONIC. TEMP. : 70' WEATHER: Cloudy % AIR: LOCATION OF POUR: Till: panels 24 , 26, 31, 36, 34 , & 29 building 220. Test Weight Max. Load - lbs. Age Date Mark Pounds Load pAr_sM.,._jn. Average Tested 3/12 ?9 . 3 3950 7 days 3/12 29 . 3 3880 3915 7 days 4/2 29. 4 5420 28 days 4/2 29. 4 5330 5375 28 days 3/12 FC 28 .8 3820 7 (lays 3/12 FC 28 . 8 3750 3785 7 days If you should have any questions regarding this or any other report, please contact Alesia Preston or. Jim Hietpas at 289-1778 . Thank you. cc: HL Green City of Tigard Supplier 44 MacFenzie/Sali".0 & Associates AS A MUTUAL PROTECTION TO CLIENTS.THE PUBLIC ANL OURSELVES ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY r CLIENTS AND ARE INTENDED rOR THE USE or OUR CLIENTS ONLY NOOTHER PERSON "TIAL O OR tN�ITY MAY I,TILIZE THE REPORT OR ANY PORT-ON THEREOF WITHOUT 0.IR WRITTEN AUTHORIZATION r q1 ORTHWESTTESTING LABORATORIES, INC, !405 N.Lagoon Avenue CONSTRUCTION TRUCTION INSPECTION P.C. NON•DLf TR UC TIVE TESTING MA T RIALS INSELCI ION CBox 11y 126 WELDING CERTI f ICATION CIIEAIICAL ANALY{IR {O!L TESTI NO RM YSICAL TESTING Portlalid,Oregon 977.17-0126 ASSAYING Phone:(503)289-1778 1 March 5, 1990 LAB REPORT NO. : 901130 Special Inspection I DAILY FIELD REPORT CLIENT: HL Green !m PROJECT: Building 220 JOB ADDRESS: 7233 SW Kable Lane Tigard, Oregon P ' TYPE OF INSPECTION: Tilt panel weld t" PERMIT NO: BIJ892022 WEATHER: Cloudy TEMP: 480 Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) + Reinspection of structural welding for tilt-up panel connections on building 218. The weld connections that were not in compliance with D1. 1 welding code were marked with bright marker. Approximately eight welds for excessive • convexity and porosity. Welder has been shown welds requiring rewelding and .reinspection will be done this week. The rest of the building has been inspected and approved at all unmarked areas. 3 ~x CC: HL Green INSPECTOR: Rick Griesenauer City of Tigard r' NUMBER: 562 �o I AS A, MUTUAL PROTECTION TO CLIENTS TME'USLIC AN7 OURSELVES ALL REPORTS ARE SUBMITTEO A6 THE•,; CONEIOENTIAL PROPERTY Or CLIENTS AND AR'.INT'ENDED TOR THE USE Or OUR CLIENTS ONLY NObTNER P/RSON OR ENTITY MAY UTILIZE THE REPORT OR ANY P 7RTION THEPEOE'NITHOUY OUR YJRITTEN AUTHORIZATION �1 err F" lvf y r TESTING LABORATORIES, INC. d+"xI 5405 N,Lagoon Avenue CONSTRUCTION INSPECTION NON.DESTRUCTIYE TESTING (' MATERIAL{ INSPECTION P.O,BOX 17126 WELDING CERTI/CATION 7 I " C.I[M ICAL ANALTSI{ SOIL TESTING ' f ` 0MY.ICAL 1ESTINa POrlland,Oregon 97217-0126 AIISAYING Phooe:(503)289-1778 4 i March 2, 1990 LAB REPORT NO. : 90129 Special Inspection I DAILY FIELD REPORT CILIENT: 11L GZeG!i PROJECT: Building 218 1 JOB ADDRESS: 7257 SW Kable Lane Tigard, Oregon TYPE OF INSPECTION: Wood Moisture PERMIT NO: BU892022 WEATHER: Cloudy TEMP: 580 i i Inspection Notes: (Include location, testing data, substitutions/deviations, { materials and methods of construction, conformance statement, etc.) i 5/811 plywood decking underside. LOCATION PERCENT* 1 & 2 from C-D grid lines 9.75 3 & 4 from C-D grid lines 11.75 y 4 & 5 from C-D grid lines 13 .0 1 6 & 7 from C-D grid lines 10. 75 7 & 8 from C-D grid lines 9. 75 8 & 9 from C-D grid lines 9. 0 9 & 10 from C-D grid lines 10. 75 10 & 11 from C-D grid lines 8.75 *Adjusted for temperature ofair. CC: HL Green INSPECTOR: Doug Hillyard City of Tigard NUMBER: 5s;3 AS IMUTUAL PROTECTION 70 CLIENTS THE PUBLIC AN- -IURSELv ES ALL REPORTS ARE SUBMITTED AS THE CDN,IDENTIAL PROPEPTv Of CLIENTS AND ARE INTENDED rOR THE USE Of OUR COENTS ONLY NOOTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THER[CI WITHOUT OUP WRITTEN AUTHORIZ.TION Ul :Iit t' 1 N®IRTHW EUST TESTING 1LAB`u'RA'IC'®IE IES9 II CIS 5405 N. Lagoon Avenue CONSTRUCTION INSPECTION NON•DE`TRUCTIVE TESTING MATERIALS INSPECTION P.O.Box 17126 WEL'ANG CFF;TIFICATION Y CHEMICAL ANALYSIS Portland,Oregon 97217-0126 $OIL TESTING PHYSICAL TESTING ASSAYING Phone:(503)289-1778 February 28, 1990 LAB REPORT NO. z 901128 , l special Inspection I DAILY FIELD REPORT CLIENT: HL Green PROJECT: Building 220 JOB ADDRESS: 7233 SW Kable Lane Tigard, Oregon TYPE OF INSPECTION: Resteel 5 PERMIT NO: BU89202.0 WEATHER: Clear TEMP: 68° Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) Visual inspection of reinforcing for tilt panels on building 220. Panels 2 , ' 3 , 4, 7, 8, and 9 are in conformance with approved details for reinforcing. Concrete tentatively scheduled for Monday. P f P J CC: HL Green INSPECTOR: Rick Gro-esenauer City of Tigard '. NUMBER: 562 RECEIVED MAR 0 5 1990 lr4" COMMUNITY DEVEIONNI ` AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND QURSELVCS.ALL REPORTS IRE SUBMITTED AS TME CONFIDENTIAL PROPERTY OT CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NO OTHER PERSON OR ENTITY MAY UTILIZE—HE REPORT OR ANY PORTION THEREOF WITHOUT OUR WRIIREN AUIMORIZATION 1. e ■ a I .Y rNIORTHWEST TESTING ]LABOlfSATORIIES9 INC. ,5 5405 N.Lagoon Avenue CONSTRUCTION INBPECTION NON•b EF TRUCTIVE TV TING MATERIALS INSPECTION P.O.BOX •17126 WELDING CERTIFICArI ON CHEMICAL ANALYSIS Portland,Oregon 97217-0126 SO �1!STING ,Tr PHYSICAL'TESTING g ASlA YINtl Phone!(503)299-1778 f n, CONCRETE COMPRE88ION TESTS i TESTED FOR: HL Green REPORT NO. : 900914 t r CAST BY: Rick Gri.esenauer SLUMP: 4 . 5EE j PROJECT: Oregon Businf!ss Park PERMIT NO. : Building 218/'7nb No. 8938 ADDRESS: 7257 SW Kabl.e Lane DATE MADE: 2/21/90 j Tigard, Oregon ■ TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATr. RECID: 2/22/90 4, 000 psi, 3/411 MAX. SIZED AGGREGATE 4310B SACK MIX ADDITIVES: 10oz P+20 - 1% SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: Field Cure TICKET NO. : T4-84683 AIR TEMP: 40° TIME: 7:50A CU. YARDS: 9 of 70 LOAD NO. : 8 CONC. TEMP. : 68P WEATHER: Cloudy AIR: LOCATION JF POUR: Building 218 tilt panels 1g-16B a).-!d lA_8A. Test Weight Max. Load - lbs. Acle Fate Mark _ Pounds Load per sq. in. _ Average Tested 2/28 28 .8 3100 7 days 2/28 '28 . 8 3040 3070 7 days I I If you should have any questions regarding this o - an; other report, please '. contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. cc: HL Green j City of Tigard Supplier i i wS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THI n CONFIDENTIAL PROPERTY OF C'WNTS AND ARE INTENDED FOR THE 115E OF OL"CLIENTS ONLY NO OT HER PERSON OR ENTItY MAY UTILIZE THE REPORT Un..:—ORTION TH''REOF WITHOUT OUR WRITTEN AU I HORILATION "S a t )� A i 1 1 --------------- V� N®R'THW ES'T TESTING LABORATORIES, INC. 5405 N.Lagoon Avenue NON•DE/TRUCTIVE TE/TING t CONSTRUCTION INSPECTION WLLDI I CERTIFICATION MATERIALS IN/PLCTION P.O.BOX 17126 SOIL TESTING CHEMICAL ANALr/1/ PuI'(la nd,OEL90n 97217-0126 ASSAYING PHr41CAL TESTING U Phonu:(503)289-1778 CONCRETE CENAWftON TESTS s i TESTED FOR: HL Green REPORT NO. : 900:13 CAST BY: Rick Gr.iesenauer SLUMP: 4 . 5" PROJECT: Oregon Business Park PERMIT NO. : Building 218/Job No. 8938 ADDRESS: 7157 SW Kable Lane DATE MADE: 2/21/90 Tigard, Oregon � TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECID: 2/22/90 4,000 psi, 3/411 MAX. SIZED AGGREGATE 4310B SACK MIX 1 ADDITIVES: 10oz P+20 - 1% t SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T4-84686 AIR TEMP: 40' TIME: 7 : 50A CU. YARDS! 9 of 70 LOAD NO. : 8 CONC. TEMP. : 68° WEATHER: Cloudy % AIR: LOCATION OF POUR: Building 218 tilt panels 18-168, 1A_8A Test Weight Max. Load - lbs. Age DaLe _.Mark Pounds _ Load per sq. in. Average Tested 2/28 2.8 . 9 3380 7 days 2/28 28 .9 3400 3390 7 days 3/21 29. 0 5090 28 days 3/21 29. 0 4920 5005 28 days If you should have any questions regarding this or any .rL:her report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. cc: HL Green City of Tigard Supplier AS A MUTUAL PPOTECTION TO CLIENTS THE PUBLIC AND OURSELVES.ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS ANDARE INTENDED FOR THE USE OFOURCL'ENTSONL♦NOOTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIIATION 1 5 www"INE W_ NORTHWEST EST T ESTILAG LAB®RATORIIES9 INC. 540: N. Lagoon Avenue COIif TR UCTIDN IN6P FCTION NON-DESTRUCTIVE TlfTINU MAT FRIALS INSPECTION P.O.Box 17126 WELDING CERTIFICATION C/IEMICAL AN ALYSIf Portland,Ore9 On 97217-0126 SOiI TEfYT,140 ASSA NO PHYSICAL TESTING Phone:(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 900912 CAST BY: Rick Griesenauer SLUMP: 4" I PROJECT: Oregon Business Park PERMIT NO. : +" Building 220/Job No. 8939 ADDRESS: 7233 SW Kable Lane DATE MADE: 2/21/90 Tigard, Oregon ■ ` TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECID: 2/22/90 4,000 psi, 3/4" MAX. SIZED AGGREGATE 4310B SACK MIX ADDITIVES: 10oz P+20 SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: Field Cure TICKET NO. ? T4-84683 AIR TEMP: 40° TIME: 6: 50A CU. YARDS: 11 of 43 LOAD NO. : 5 CONC. TEMP. : 68° WEATHER: Rain/Cloudy % AIR: LOCATION OF POUR: Tilt panels 15, 25, 35, 45, for building 22.0. a Test Weight Max. Load - lbs. Age Date Mark Pounds 'Load ;.ger sq. in. Average Tested 2/28 28.9 3430 7 days 2/23 28 .9 3290 3360 7 days { i If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. cc: HL Green City of Tigard Supplier MacKenzie/Saito & Associates AS A MUTUAL PROTECTION TO CLIENTS.THE PUBLIC AND OURSELVES ALL NEPOPTS ARE SUBMIITED AS THE CONFIDENTIAL PROPERTY OF CLIENTS ANU ARE INTENDED FOR THE UEE OF OUR CLIEN fS ONLY NO OTHER$EPSON OR ENTITY MAY UTILIZE THF REPORT OR ANY PORTION lHERFOF WITHOUT OUR WRIT-TFN Al ITHORIZATION I ' .wRwP(i:RIl1Y%IEIft IJ I, yr I '1 t ' ly .. y,. � 1 .y n6 i,r }I••A6 -46 NORTHWEST EST TESTING I. ABORATORI]ES9 INC. • CO Nf TRUCTION INS►ECTION 5405 N.LagLon Avenue NON•Or STRUCTIVE TEISTINO MATE RIALS INE►ECTION P.O.Box 17126 WELOINU CERTI P(CATION T CHEMICAL ANALYEIE MOIL TEST1.V0 PHYSICAL TCSTINO Portland,Oregon 97217-012E ASSAYING Phone:(503)289.1778 1 CONCRETE CEMWfION TESTS s s j TESTED FOR: HL Green REPORT NO. : 900911 CAST BY: Rick Griesenauer SLUMP: 4" PROJECT: Oregon Business Park PERMIT NO. : Building 220/Job No. 8939 ADDRESS: 7233 SW Kab]e Lane DATE MADE: 2/21/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECID: 2/22/90 4, 000 psi, 3/411 MAX. SIZED AGGREGATE 4310B SACK MIX ADDITIVES: 10oz P+20 i r SOURCE: Ross Island Sand and Gravel 1 CONDITION OF STORAGE: ASTM TICKET NO. : T4-84683 AIR TEMP: 40° TIME: 6: 50A CU. YARDS: 11 of 43 LOAD NO. : 5 CONC. TEMP. : 68° WEATHER: Clouc:y % AIR: LOCATION OF POUR: Tilt panels 1.5, 25, 35, 45 for building 220. 4 $ Test Weight Max. Load - lbs. Age Date Mark Pounds Load per sq. in. Average Tested 2/28 29 . 3 3860 7 days 2/23 29 . 3 3890 3875 7 days 3/21 29. 1 5220 28 days 3/21 29 . 1 5270 5235 28 days I I �I If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. I } cc- HL Green 1 City of Tigard Supplier # MacKenzie/Saito FI Associates iI AS A MUTUAL PROTECTION TO CLIENTS.THE PUBLIC AND OURSELVES ALL REPORTS ARE uUBMITTEO AS THE I J COF'FIOENTIAL PROPERTY OE CLIENTS AND ARE INTENDED EOR TME USE Of OUR CLIENTS ONLY NOOTHER PERSON OR ENTITY MAv UTILIZE THE REPORT OR ANY PORTION THEIREOFWITHOUT OUR WRITTEN AUTHORIZATION (yt .I•, 1 F i 4r. I r ,, 4,',j Ib tr{1 I"h p IT]P i 0{ I I f .<4 }, t ^w i h NORTHWEST TESTING LABORATORIES, INC. � b CONSTRUCTION INSPECTION 5405 N.Lac;oon Avenue NON•DL61'RU CTIV■ TESTING �I MATERIALS INSPECTION P.O,BOX 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS Portland,Oregon 97217-0126 601E TESTING PHYSICAL TESTING Phone:(503)289-1778 ASSAYING February 20, 1590 LAB REPORT NO. : 900910 , � Special Inspection DAILY FIELD REPORT CLIENTT: HL Green PROTECT4 Building 218 JOB ADDRESS: 7257 SW Kable Lane Tigard, Oregon TYPE OF INSPECTION: Resteel - Tilt Panel PERMIT NO: BU892022 WEATHER: Rain TEMP: 400 SOURCE: f MIX PROPORTIONS SLUMP TICKET NO. QUANTITY MIX TEMP. d Inspection Note:. (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) 'Visual inspection of tilt panels for BuildiA►g 218. Reinforcing for 1B, 2B, 5B, 6-8B, 10B, 14B, 15B, 9B, 16B, 3B, 11B, 4B, 12B, 2A, 4A, 6A, 8A, 1A, 3A, 5A, 7A, 13B. The panels for Building 220 are 15, 2.5, 35, 45. They are in conformance with approved drawing details. Concrete scheduled for 6: 00 a.m. 2/21/90. l I CC: HL Green INSPECTOR: Rick Gries, nauer City of Tigard i NUMBER: 562 i. -t AS A MUTUAL PROTECTION .. C'TENTS THE PUDLIC AND OURSELVES ALL REPORTS ACE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NO OTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORI24TION . .. .; .,. r, R > r �yr NORTHWEST TESTING LABORATO]l IES9 INC 6 5405 N.Lagoon Avenue CONSTRUCTION INSPECTION NON-DESTRUCTIVE TESTING - MATERIALS INSPECTION P.O. Box 17126 'WELDING CERTIFICATION . CHEMICAL ANALYSIS P0111811d,Oregon 97217-0126 SOIL TESTING ASSAYING PHYSICAL TESTING Phone:(503)289-1778 February 13, 1990 LAB REPORT NO. : 900908 Special Inspection DAILY FIELD R4PORT } i I,. CLIENT: HL Green PROJECT: Building 218 ■ JOB ADDRESS: 7257 SW Kable Lane Tigard, Oregon TYPE OF INSPECTION: PERMIT NO: BU892022 WEATHER: Clear TEMP: 320 SOURCE: 7 MIX )PROPORTIONS SLUMP TICKET NO. QUANTITY MIX TEMP. Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement . etc. ) Visual inspection of welding of tilt panel connections for building 218. Welds for beam buckets on south wall ok, top of walls h ,' terf:ly connections all 4 walls ok, corner welds on southwest end not fini.shed and southeast corner bottom welds ok top welds are rejected due to excess porosity. Have to return for south wall beam buckets and remaining wall connections. Also interior angle walls on west side of building. Welders certification: Daniel Berton E-358 . . I <f, CC: HL Green INSPECTOR: Rick Griesenauer City of Tigard NUMBER: 562 ,i AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED A9 THE CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED FOR h1EUSE OF OUR CLIENTS ONLY NOOTHER PERSON OP ENTITY MN UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION y r ,.. r_.. ....,...-,«...... ..-,ro.,,,I•;,,+f n„ .. IpE+kVRww.:A:Y+a»,..«;,a .,. �F, I NORTHWEST TESTING LABORATORI ES9 INC,- 5405 N.Lagoon Avenue CONSTRUCTION INSPECTION NO WIELDING CERTITIVIE KATION E MATERIALS INSPECTION P.O.Box 17126 WEL DINO CERTt/KATION L TESTING C'I EMICAL ANALYSIS Portland,Oregon 97217-0126 f01 AS%AYINn .HrsICAL TESTING Phone:(503)289-1778 February 12, 1990 LAB REPORT NO. : 900907 special Inspection I DAILY FIELD REPORT CLIENT: EL Green PROJECT: Building 220 JOB ADDRESS: 7233 SW Kable Lane Tigard, Oregon TYPE OF INSPECTION: Resteel PERMIT NO: BU892020 WEATHER: Snow TEMP: 30" Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) visual inspection of building 220 tilt panels reinforcing previously inspected on 2/9/90. Connect.�.ons have been implemented and these panels now conform to approved detailed drawinr_s. i IR', CC: HL Green INSPECTOR: Rick Griesenauer . City of Tigard NUMBER: 562 I i' AS A MUTUAL PROTECTION TO CLIENTS.THL PUBLIC AND OURSF.LYES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPER TY OF CLIENT%AND ARE INTENDED FOR THE USE OF OUR;LIENTS ONLY NOGrMER PERSON OR ENTITY MI,Y UTILIZE TME REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHOR12ATION TRIPP r N uWc EC j(NG LABORATORIES, INC. 5405 N.Lagoon Avenue 1 I- CONSTRUCTION INSPECTION NON.DESTRUCTI',11 TESTING ,6..;� MATE.RIALS INSPECTION P.Q. Box 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS Porilard,Oregon 97217-0126 SO.L TESTING PHY3ICAL TESTIAO ASSAYING Phone:(503)283-1778 6 February 8, 1990 LAB REPORT NO, : 900906 l special Inspection DAILY FIELD REPORT CLIENT: HL Green :',��, e� PROJECT: Building 220 0 JOB ADDRESS: 7233 .SW Kable Lane {'1j Tigard, Oregon 9 TYPE OF INSPECTION: Reste.el PERMIT NO: BU89-2020 WEATHER: Cloudy TEMP: 390 Inspection N,)to,: (Include location, testing data, substitutions/deviations, ' materials and methods of construction, conformance statement, etc. ) Visual inspection of ti..t panels for Building 220 and panels 20, 21A, 21, 21B, 24 , 27, 23 , 26 were in conformance w-Ith approved details. Exception on ' two panels slab dowels are missing will -erify prior to concrete pour scheduled for Monday. Also will need to extend two number five bars over 9 door opening to length o' panel each face on panel. 23 and 26. J I ,I1. CC: HL Greed INSPECTOR: Rick Grieser,auer City of Tigard NUMBER: 562 I 4 I AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURLELVES ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTt OF CLIENTS AND ARE INTENDED►OR TME VSE OR OURCLIENTSONLY NOOTMER PERSON OR ENTITY MAV UTILIZE THE REPORT OR AN,PORTION TMEREOr WITNOLIT OUR WRITTEN AUTMORIEATION I � < 4 1 �I. c , N®]E THWIEST TEST ING ]LABOR ArORI]ES, INC. I,F 6x„ P CONETR UCTION INSPECTION 5405 N.Lagoon Avenue NON-DESTRUCTIVE TESTING MATERIALS INSPECTION P.O.BOX 1/126 WELDING CLRTIFI-A TION CHEMICAL ANA L�GIf PortlP.r dOre, ESTING 'Ih PHY;ICAL TESTING Oregon 97217-0126 SOIL T ' Ph ane:(503)289-1778 ASSAYING +; CONCRETE COMPRESSION TESTS TESTED FOR: 4L Green REPORT NO. : 900903 MI I CAST BY: Rick Griesenauer SLUMP: 511 A a PROJECT: Oregon Business Park PERMIT NO. : Building 220/Job No. 8939 ADDRESS: 7233 SW Kable Lane DATE MADE: 2/2/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 2/ 3/90 4 , 000 psi, 3,/411 MAX. SIZED AGGREGATE 4310B SACK MIX ALIDTTIVES: 5oz Pozz SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: Field Cure TICKET NO. : T4-84236 AIR TEMP: 37 ° TIME: 7: OOA CU. YARDS: 7 of 43 I LOAD NO. : CONC. TEMP. : 641 WEATHER: Cloudy % AIR: LOCATIOPI OF POUR: Building 220 tilt panels. Test Weight Max. Load - lbs. " Age Date Mark Pounds Load per sQ. in. Average Tested i I 2/9 29. 3 2460 2460 7 days 2/12 29 . 1. 3010 3010 10 days i I I I If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778. I I ! Thank you. { CC! HL Green City of Tigard Supplier MacKenzie/Saito & Associates AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELAR.ALL REPONTS ARE SUBMITTED AB THE CONFIDE N t IA L PROPERTY OF CLIENT$AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NO OTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTMORIIATION •b zA ,�I�} - -'-r+svm;•wa p..r,._..,.,...-. ..u.N7e^..e.,,,h....M,. .... a 1 G, "w o ....a , .. Rik"r" Ily •�,.; rl, - - .. 1 7- N NORTHWEST TESTING ]LABOR A']['ORI ES9 INC. " Lagoon Avenue CONSTRUCTION INSPECTION 5405 N La g NON•DL/TRUCTIV[TL/TING . MATERIALS IN/PECTION P.O.Box 17.26 WELDING CERTIFICATION CHEMICAL ANALYSIS SOiL TE/TING PHYSICAL TESTING Portland,Oregon 97217.0126 ASSAYING a Phone:(503)289.1778 CONCRETE CEMA&WgiON TESTS 1' TESTED FOR: HL Green REPORT NO. : 900902 CAST BY: Rick Gripsenauer SLUMP: 4 . 5" �P PROJECT: Oregon 3usiness Park PERMIT NO. : 4w Buildin5- 220/Job No. 8939 ADDRESS: 7233 SW Nable Lane DATE MADE: 2/2/90 1 Tigard, Oregon TYPE OF SPECIMEN: 5 x 12 concrete cylinder DATE RECID: 2/3/90 4, 000 psi, 3/4" MAX. SIZED AGGREGATE 4310B SACK MIX Ii ADDITIVES: 5oz Pozz SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM I TICKET NO. : T4-84234 AIR TEMP: 37° TIME: 6:OOA CU. YARDS: 8 of 18 LOAD NO. : 2 CONC. TEMP. : 65° WEATHER: Cloudy % AIR: I LOCATION OF POUR: Building 220 tilt. panels. 1 Test Weight Max,. Load - lbs. Age Date Mark Pounds Lord per sq. in. Average Tested 2/9 29. 3 3470 7 days l p 2/9 29. 3 3590 3530 7 days 3/2 29 . 5 5450 28 days 'ml: 3/2 29.5 5310 5380 28 days If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778. '.thank you. cc: HL Green r City of Tigard Supplier MacKenzie/Saito & Associates AS AMUTUAL PROTECTION TO CLIEN`S,THE PUBLIC AND OURSELVES.ALL REPOPTS ARE SUBMITTED AS THE CONFIDENTIALPROPERTY OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NOOTHFP PERSON OR ENTITY MAY UTILIZE THE REPORT JR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION d; I A i NORTHWEST TESTING LiOTORIES9 (NCo .� • hili k 5405 N.Lagoon Avenue CONSTRUCTION INSPECTION NON.D[6TRU::TIVE TESTING MATERIALS INSPECTION P.O.Box 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS Portland,Oregon 97217-0126 SOIL TESTING RMYfICAL TESTING ASCAVINO Phone:(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPtAT NO. : 900901 CAST BY: Rick Griesenauer SLUMP: 4" PROJECT: Oregon Business Park PERMIT NO. : Building 218/Job No. 8938 ADDRESS: 7257 SW Kable Lane DATE MADE: 1/30/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 1/31/90 i 4,000 psi, 3/4" MAX. SIZED AGGREGATE 4310B SACK MIX ADDITIVES: i SOURCE: Ross Island Sand and Gravel I CONDITION OF STORAGE: ASTM TICKET NO. : Al-96904 AIR TEMP: 38° TIME: 6: "A -.U. YARDS: 7 of 16 LOAD NO. : 2 CONC. TEMP. : 65° WEATHER: Rain % AIR: 6 LOCATION OF POUR: Building 218 tilt panels remaining panels five each. i Test Weight Max. Land - lbs. Age 1 Date Mark Pounds Load ver sa. in. Average Tested I 2/6 28.9 3110 3110 7 days FC I 1 2/6 29. 4 3860 3860 7 day::; 2/27 29.4 4970 28 days j 2/27 29.4 5410 5190 28 de.ys I ! � I If yor should have any questions regarding this or any other repot, please contact Alesia Preston or Jim Hietpas at 7.89-1778 . Thank you. cc: HL Green City of Tigard Supplier AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC A�O OURSELVES,ALL REPORTS ARE S JSMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTE NOE I FOR THE USE OF OUR CLIENTS ONLY NO OTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION TM"REOF WITHOUT OUR WRITTEN AUTHORIZATION I law? NORTHWEST TESTING ]LABORATORI ES9 INC. 5405 N.Lagoon Avenue CONSTRUCTION INSPECTION NON-DESTRUCTIVE TCBTING MAT RIALS INSPECTION P.O.BOX 17126 WELDING CERTIFICATION BOIL TESTING .HEM ICAL ANALYSIS Portland,Oregon 97217-0126 ASSAYING RH YSI CAL TESTING Phone:(503)289-1778 CONCRETE COMPRESSION TESTS + t. TESTED :POR: HL Green REPORT NO. : 900899 CAST BY: Rick Griesenauer SLUMP: 3" PROJECT: cregon Business Park PERMIT N•O. : .� Bui?.ding 218/Jab No. 8938 ADDRESS: 157 SW Kable Lane DATZ MADE: 1/26/90 Tigard, Oregon i TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECID: 1/27/90 b r. 4,000 psi, 3/4" MAX„ SIZED AGGREGATE 4310D SACK MIX ADDITIVES: 1% P+20 - Water Retardant SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : Al-96904 AIR TEMP: 36° TIME: 9: 25A CU. YARDS: 7 of 16 LOAD NO. : 2 CONC. TEM, : 67° WEATHER: Cloudy % AIR: LOCATION OF POUR: Building 218 panels 24 - 27. Test Weight Max. Loan - lbs. Age Date Mark Pounds Load per s . in. Average Tested 2/2 29. 1 3430 7 days I 2/2 .9. 1 3480 3455 7 days 2/23 29.2 5130 28 days 2/23 29.2 5060 5095 28 days YVI { I If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim HieL.pas at 289-1778. Thank you. cc: HL Green ' City of Tigard lSupplier t AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES,ALL REPORT,ARE SUBMITTED Ag THE CONFID.:NTIAL PROPERTY OF CLIENTS AND ARE INTCNDEO FOR THC USE Or OUP CLIENTS ONLY NOOTHF� ER50N OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION WRITw 04 wVM td`f,�;F 14 1144 ,a ^ NORTHWEST TESTING LABORALT®RI]ES9 INC. � 5405 N. Lagoon Avenue NON-DESTRUCTIVE TESTING 4 , CONSTRUCTION INSPECTION ,yL MATERIALS INSPECTION P.O. Box 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS Portland,Oregon 97217-0126 eolL TESTING PHYSICAL TESTING ASSAYING Phone:(503)289 1778 January 25, 1990 LAB REPORT NO. : 900152 special Inspection DAILY FIELD REPORT I� CLIENT: HL Green PROJECT: Building 218 JOB ,ADDRESS: 7257 SW Kable Lane ��;t; • Tigard, Oregon . TYPE OF INSPECTION: Resteel/Tilt Panels PERMIT NO: BU892022 WEATHER: Rain TEMP: 420 ^ SOURCE: K MIX PROPORTIONS SLUMP TICKET NO. QUANTITY MIX TEMP. Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) Visual inspection of reinforcing for tilt panels on b:lilding 28 . Tilt panels �1 24 through 27, 29 through 32, and 34 through 37 vere in conformance with h: approved dttails for reinforcing and ok for concrete schedul.ad for 1/26/90. j ,r. I I Sir 7` CC: HL Green INSPECTOR: Rick Griesenauer i City of Tigard NUMBER: 563 AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES.ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY Or CLIENTS AND ARE INTENDED FORTH[USE OF OUR CLIENTS ONLY NO OTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION N �Q i IJP L' 1.. NORTHWEST TESTING LABORATORI]ES9 INC. � CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue NON•DES TIIUC TIVE TESTING MATERIALS INSPECTION P.O.Box 17126 WELDING CERTIFICATION C/IEMICAL ANALYSIS Portland,Oregon 97217-0126 SOIL TESTING PHYSICAL TEST INO ASSAYING Phone:(503)289-1778 ' CONCRETE COMPRESSION TESTS G i TESTED FOR: HL Green REPORT NO. : 900149 Y '! CAST BY: Rick Griesenauer SLUMP: 4" PROJECT: Oregon Business Park PERMIT NO. : Building 218/Job No. 8938 ADDRESS: 7257 SW Kable Lane DATE MADE: 1/22/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 1/23/90 I r 4, 000 psi, 3/4" MAX. SIZED AGGREGATE 4310E SACK MIX ADDITIVES: 5oL P+20 SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: 4 ASTM, 2 Field Cure TICKET NO. : T4-8378: AIR TEMP: 45° TIME: 8: OOA CU. YARDS: 9 of 25 LOAD NO. : 3 CONC. TEMP. : 68° WEATHER: Cloudy % AIR: .LOCATION OF POUR: Tilt panels for building 218, panel is through 6s and 21, 28 , 2 , 38, 4 , 5, and 33 . Test Weight Max. Load - lbs. Age Date Mark Pounds Load per sq. in. Average Tested 1/29 29. 4 3590 7 days 1, 29 29. 4 3560 3575 7 days i 2, 19 28. 5 5240 28 days :/19 28. 5 4860 5050 28 days 1/29 FC 28 . 5 2370 2370 7 clays 1 2/2 FC 28. 5 2580 2580 11 days: If you should have any questions regarding this or any other report, please contact Alesia Freston or Jim Hietpas at 289-1778. Thank you. cc: HL Green City of Tigard Supplier AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES,AL1.REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTV AND ARE INTENDED FOn THE UBE OF OUR CLIENTS ON0 NOOTHER►[RSON JJ OR ENTITY MAv UTILIZE TMC REPORT IJR ANI POPTION THEPEOF WITHOUT OUR N'PI TTEN A111 HORITATION pp 1 x: 1 .I -77'7177f NORTHWEST TESTING LABORATORIES, INC. � F•�-r,� 5406 N. Lagoon Avenue C,. L CONSTRUCTION INSPECTION NON•OtSTRUCTIVE TESTING MATERIALS INSPECTION P.O. Box 17126 WELDING CERTIFICAIION CHEMICAL ANALYUIS Portland,Oregon 9721 7-01 26 .I SOIL TESTING r , PHYSICAL TESTING ASSAYINL Phone:(503)289-1778 I January 18 , 1990 LAB REPORT NO. : 900146 Special Inspection DAILY FIELD REPORT CLIENT: HL Green R PROJECT: Building 2.18 JOB ADDRESS: 7257 SW Kable Lane Tigard, Oregon TYPE OF INSPECTION: Tilt Panel./Resteel PERMIT NO: BU892022 WEATHER: Clear TEM"', 420 1 SOURCE: MIR PROPORTIONS SLUMP TICKET NO. QUANTITY MIX TEMP. 1 Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) Visual inspection of 2.18 tilt panels 21, 28, 2 , 38 , 4 , 5, 33 , and 1s through 6s spandrals all. were in conformance with approved drawings with the exception of panel 38 that is improperly marked as shown in d(--tail but should be opposite side. Correction will be done before concrete. 4: f i CC: HL Green INSPECTOR: Rick GriesenalAer City of Tigard NUMBER: 562 AS A MUTU.L PROTECTION TO CLIENT- HE PUBLIC AND OURSELI ES.AL1,REPOPTS ARE SUBMITTED AS THE C ONF IDE NTI 1L PROPERTY OF CLIENT,AND ARE INTENDE D FOR THE USI,)F OUR C LIENTS ONLY NOOTHER PERSON OR ENTITY MAY UTILIZE THE REPOP OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORITATION C I; 1 b:�ian5 l�';k�M:k tiny ,'a . =,y 'i"i � k' dy a a Y"Mt 41.rA I ��!lu ; 'ti�• sj I OIRTHW EST TESTING LABORATORI ES9 INC. 5405 N.Lagoon Avenue NON•OEST'RUCTIVE TESTING CONS'TRUCTIJN INSPECTION P.O. BOX 17126 WELDING CERTIFICATION MATERIALS INSPECTION SOIL TESTING CHEMICAL ANALYSIS Portland,Oregon 97217-0126 ASSA\ING PHYi'CAL TESTING Phone:(503)289-1 16 January 18 , 1990 LAB REPORT NO. : 900146 Special Inspection DAILY FIE?.,D REPORT CLIENT: JIL Green PROJECT: Building 218 JOB ADDRESS: 7257 SW Kable Lane � Tigard, Oregon TYPE OF INSPECTION: Tilt Panel/Resteel PERMIT NO: BU892022 WEATHER: Clear TEMP: 420 SOURCE: Y MIX PROPORTIONS SLUMP TICKET NO. 9UANTITY MTX TEMP.- Inspection Notes: (Include location, testing data, substitutions/deviations, j materials and methods of construction, conformance statement, etc. ) y n visual inspection of 218 tilt panels 21, 28, 2 , 38 , 4 , 5, 33 , and 15 through 6" spandrals all were in conformance with approved drawings with the exception of panel 38 that is improperly marked as shown in detail but should be opposite side. Correction will be done before conr -ate. CCS HL Green INS}'.CTOR: Rick Griesenauer City of Tigard NUMBER: 562 AS A MUTUAL PROTECTIOV TO CLIENTS THE PUBLIC AND OURSELVES ALL REPORTS ARE SUNMITTED AS THE CONFIDENTIAL PROPERTY Or CLIENTS ANU ARE INTENDED FOR THE USE 01 OUP CLIE.NTSON0 NOOTHER PERSON OR ENTITY MAY UTILIZE THS REPOR"OP ANY POP-ION THEPEOr WITHOUT.OUR WRITTEN AUTMOPQATION v NORTHWEST TESTING ]LABOR 'TORI ES. 'INC. CU N!ITRUC TION INRP[CTION NO •O[STRUCTIVE TESTING MATERIALS NS,. 5405 N. Lagoon Avenue N ECTION P.O.BOX 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS Portland,Oregon 97217-0126 SOIL TIESTINO RHYJICAL TESTING ASSAYINO Phone:(503)289-17"18 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 900142 CAST BY: Rick Griesenauer SLUMP: 411 VROJECT: Oregon Business Park PERMIT NO. : Building 218/Job No. 8938 ADDRESS: 7257 SW Kable Lane DATE MADE: 1/15/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECID: 1/16/90 a 4, 000 psi, 3/411 MAX. SIZED AGGREGATE 4310B SACK MIX ; . ADDITIVES: 5oz PT 20 SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T4-83462 AIR TEMP: 42 ° TIME: 7 :30A CU. YARDS: 9 of 48 LOAD NO. : 5 CONC. TEMP. : 67 ° WEATHER: Cloudy % AIR: LOCATION OF POUR: Building 218 tilt panels 6, 7, 8, 16 through 20, and 23 . Test Weight Max. Load - lbs. Age Date Mark Pounds Load per sq. in. Average Tested 1/22 29 . 2 3540 7 days 1/22 29.2 3470 3505 7 days 2/12 29 . 3 5200 28 days 2/12 29 . 3 4830 5015 28 days F, HOLD FC HOLD HOLD FC HOLD a If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. cc: HL Green City of Tigard Supplier AS AMU TUAL PROTECTION TO CLIENTS THE PURLIC AND OQRSELVES ALL REPORTS ARE SUBMITTED AS THF 'M1 CONFIDENTIAL PROPERTY OF CLIENTS AND A1,E INTENDED FOR THE USE OF OUR CLIENTS ONLY NOOTHER P[RSON OR ENTITY MAY UTILIZE TNF R[PORi OR ANY PORTION THEREOF WITHOUT OUR WRITTEN ALITHORIZATION I I.i I I F { NORTHWEST TESTING LAB OR T® IES9 N. INC. u.. 5405 N.Lagoon Avenue CONSTRUCTION INSPECTION NON.DESTRUCTIV[TESTING ERIALS INS PCCTION P.O.Box 17126 WELDING CKRTIPICATION CIIEMICAL ANALYSIS Portland,Oregon 97217-0126 SOIL TESTING PHYSICAL TESTING ASSAYING Phone:(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 900139 CAST BY: Rich: Griesenauer SLUMP: 4" PROJECT: Oregon Business Park PERMIT NO. : Building 218/Job No. 8938 ADDRESS: 7257 SW Kable Lane DATE MADE: 1./11/90 Tigard, Oregon d TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECID: 1/12/90 s a, 4,000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX 1' 1., ADDITIVES: 1% PT 20 SOURCE: Ross Island Sand and Gravel C:OIN'DITION OF STORAGE: 4 ASTM, 2 Field Cure r TICKET NO. : Al-96794 AIR TEMP: 380 TIME: 6: 30A CU. YARDS: 7 of 14 LOAD NO. : 2 CONC. TEMP. : 68° WEATHER: Cloudy % AIR: LOCATION OF POUR: Tilt panels 10 each building 218, 6 through 16. Test Weight Max. Load - lbs. Age Date Mark Pounds Load _per sg. in. Avera Qo Tested )s 1/18 29 . 1 3710 7 days 1/18 29 . 1 3910 3810 7 days 2/8 29. 3 5910 28 days 2/8 29. 3 5380* 5645 28 days HOLD Field Cure HOLD Field Cure *Uneven top, If you should "Aave any questicns regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. cc: HL Green } City of Tigard Supplier AS A MUTUAL PROTECTION TO CLIENTS TNr PUBLIC AND OURSELVES.ALL REPORTS ARE SUBMITTED AS THE C ONE IDENTIAL PROPERTY Or CLIENTS AND ARE INTENDED FOP THE USE Or OUR CLIENTS ONLY NOOTHER PERSON I1R LNrrTY MAY UrIL12E TNL RLP0RT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION l,. 1 6405 N.Lagoon Avenue I'= NON•DESTRUCTIV[TESTING CONSTRUCTION INSPECTION MATERIALS INSPECTION P.O.BOX 17,126 WELDING CERTIFICATION E' CHEMICAL ANALYSIS Portland,Oregon 97217-0126 6Oi ASSAYINO PHYSICAL TERTING Phone-(F03)289.1778 January 10, 1990 LAB REPORT NO. : 900138 Special Inspection S DAY LY FIELD REPORT 3 CLIENT: NL Green PROJECT: Building 220 & 218 JOB ADDRESS: 7233 SW Kable Lane Tigard, Oregon TYPE OF INSPECTION: Resteel .v PERMIT NO: 289391 WEATHER: Cloudy TEMP: ° Inspection Notes: (Include. location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) I Visual inspection of tilt panels for building 2.18 . The following panels being constructed have inserts to be placed and some forming at ends of X,ilaster- remain. This will be reinspected prior to concrete scheduled for tomorrow. The panels inspected were 1, 3 , 4 , 5, 6 through 20, 22 , 23 , and 36 . Many slab bars extending into pilaster do not have proper clearances need to be raised and tied. Number 3 panel has door frame to be paced the rest conform to approved drawing details. a V s CC: HL Green INSPECTOR: Rick Griesenauer Cite of Tigard " NUMBER: rr AS A MUTUAL PROTECtION TO CLIENTS THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PRCPERTY OF CLIENTS AND ARG INTENDED FOR THE USE OF OUR CLIENTS ONLY NOOTHER PERS')N OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WR1IYEN All'HOR12ATION K PI.I �' px rt' 1, ?t' i �'"'xI p _ , YP1„ 'd.. �t MMA' I . , . I v ' NOIE THW EST TESTING I[JABORATORI ES9 INC. 5405 N.Lagoon Avenue NON-DESTRUCTIVE TESTING CONSTRUCTION INSPECTION P.O.Box 17126 WELDING CERTIFICATION MAT[RIALS I NSFECTION BOiL TESTING CHEMICAL ANALYSIS Portland,Oregon 97217-0126 ASSAYING PHY31CAL TEDTINO Rhone:(503)289-1778 1 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 900138 CAST BY: Rick Griesenauer SLUMP: 4" PROJECT: Oregon Business Park PERMIT NO. : " e t Building 218/Job No. 8938 ADDRESS: 7257 SW Kable Lane DATE MADE: 1/10/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder. DATE RECID: 1/11/90 3 , 000 psi., 3/4" MAX. SIZED AGGREGATE SACK MIX r ADDITIVES: 48oz CC {i SOURCE: -oss Island Sand and Gravel CONDITION OF STORAGE: ASTM r TICKET NO. : T4-83258 AIR TEMP: 42 ° TIME: 2 : 30P CUR YARDS: 9 of 71 4 LOAD NO. : 1 CONC. TEMP. : 67 ° WEATHER: Cloudy % AIR: LOCATION OF POUR: Building 218 slab on grade west side building. I' Test 'Weight Max. Load - lbs. Age Date Mark Pounds Load per sq. in. Average Tested W 1/17 29 . 2 2550 2550 7 days 2/7 29 . 2 3730 28 days I; 2/7 29 . 2 3710 3720 28 days Y l; If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . 'a Thank you. CC: HL Green City of Tigard Supplier RECEIVED Fr."O 9 1990 AS• MUTUAL PROTECTION To CLIENTS THE PUBLIC AND OURSELVES.ALL REPORTS ARE SUBMITTLD AS THE COMMUNITY DEVELOPMENT CONI,IDENTIAL PROPERTY OF CLIF14TS AND ARE INTENDED FOR THE USE OF OURCLIENTS ONLY NO OTHER PERSON OR ENTITY MAS UTILIZE THE PFP,7RT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION f j. NORTHWEST TESTING LAB®RATORI]ES9 INC. 1 5405 N.Lagoon Avenue CONSTRUCTION INSP►CTION NONDESTRUCTIVE TESTING IT MATERIALS INSPECTION P.O.Box 17126 WELDING CERTIFICATION 'YF•r; Z A j.l CHEMICAL ANALYSIS Portland,Oregon 97217-0126 SOIL TESTING ASSAYING PHYSICAL TESTING xx s4, Phone:(503)289-1778 CONCRETE COMPRESSION TESTS REPORT NO, : 900137 TESTED FOR: HL Green a CAST BY: Rick Griesenauer SLUMP: 4. 5" PROJECT: Oregon Business Park PERMIT NO. : Building 220/Job No. 8939 ADDRESS: 7233 SW Kable Lane DATE MADE: 1/10/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECID: 1/11/90 � t; 3 , 000 ?si, 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: 48oz CC SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T4-83250 AIR TEMP: 42° TIME: 11: 15A CU. YARDS: 9 of 9 LOAD NO. : 1 CONC. TEMP. : 70P WEATHER: Cloudy AIR: LOCATION OF POUR: Building 220 slab on grade at west side. Test Weight Max. Load - lbs. Age Date_ Mark Pounds Load _per sct. in. Average Tested 1/17 29 . 0 2650 2650 7 days �, 2/7 29 . 1 3790 28 days 2/7 29 . 1 3820 3805 28 days �4 If you should have any questions regarding this or any other report, please contact Al.esia Preston or Jim Hietpas at 289-1778 . Thank you. CC: HL Green City of Tigard Supplier MacKenzie/Saito & Associates AS A MUTUAL PROTECTION TO CLIENTS THE lUBLIC AND OURSELVES.ALL REPORTS ARE SUBMITTED AS THE ; CONFIDENTIAL PROPERT Y OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NOOTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PIOPTION THEREOF WITHOUT OUP WRITTrN AUTHORIZATION It,r I d 1 I 1 4 a 10. x a' k� NORTHWEST EST TESTING ]L1�1�®]f�A'� ORIIE •,S, INC. 5405 N. Lagoon Avenue CONSTRUCTION INSPECTION NON•DEST'RUCTIVE TESTI NO MATERIALS ION PECTION P.O.Box 17126 WELDING CERTIFICATION TESTING CHEMICAL ANALYSIS Portland,Oregon 97217-0126 tl0,ASSAYING PHYSICAL TESTING Phone:(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 9826 - CAST 826 CAST BY: Rob White S LTJMP: 2 . 5" PROJECT: Oregon Business Park PERMIT NO. : j Building 220/Job No. 8939 ADDRESS: 7233 )W Kable Lane DATE MADE: 12/14/89 P Tigard, Oregon R TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 12/15/89 ■ h 3 , 000 psi , 3/4" MAX. SIZED AGGREGATE 3010B SACK MIX ,I ADDITIVES: 1. 5 CC, HW SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: 2 ASTM, 2 Field TICKET NO. : A-196141 AIR TEMP: 32 ° TIME: 9 : 15A CU. YARDS: 35/103 ,4 LOAD NO. : 5 CONC. TEMP. : WEATHER: Cloudy % AIR: LOCATION OF POUR: Slab on grade between C to D, full length of building 220 , Test Weight Max. Load - lbs. Age Date Mark Pounds Load per sa. in. Average Tested 12/21 29 . 3 3770 3770 7 days ASTM k 12/21 28 . 7 2120 2120 7 days Field 1/11 29 . 5 5360 5360 28 days ASTM k1' 1/11 28 . 8 313C 3130 28 days Field i x.s ' If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . a Thank you. cc: HL Green City of Tigard Supplier MacKenzie/Saito & Associates AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES.ALL REPORTS ARE SUBMITTED AB THE CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED ECR THE USE OF OUR CLIENTS GNLY NO OTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION ��y y '{ilg NORTHWEST TESTING LABORATORIES, INC. AI• 5405 N.Lagoon Avenue CONSTRUCTION INSPECTION NON-DESTRUCTIVE TESTING MATERIALS INSPECTION P.O. Box 17126 WELDING CERTIFICATION E ' CHEMICAL ANALYSIS Portland,Oregon 97217-0126 60iL TESTING PHYSICAL TESTING g ASSAYING Phone:(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 98260 � T i� { CAST BY: Rob White SLUMP: PROJECT: Oregon Business Park PERMIT NO. : - +_ Building 220/Job No. 8939 ADDRESS: 7233 SW Kable Lane DATE 14IADE: 12/13/89 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 12/14/89 I 3 , 000 psi, 3/411 MAX. SIZED AGGREGATE 301'J£ SACK MIX ADDITIVES: 11W, 1 . 5 CC I i SOURCE: Ross Island Sand and Gravel i CONDITION OF STORAGE: 2 ASTM, 2 Field TICKET NO. : A-196073 AIR TEMP: 37° TIME: 8 : 45A CU. YARDS: 16/31+ _ I I LOAD NO. : 2 CONC. TEMP. : WEATHER: Cloudy % AIR: LOCATION OF POUR: Between A line and B line, and 8 to 12 . � I i Test Weight Max. Load - lbs. Age Date Mark_ Pounds Load per sq. in. _Average Tested I 1.2/60 29 . 1. 330 3310 7 days ASTM 12/20 20 . 6 1840 1840 7 days FIELD , 1/10 29 . 1 4860 4860 28 days ASTM 1/10 28 . 2 2870 2870 28 days FIELD If you should have any questions regarding this cr any other report, please contact Alesi.a Freston or Jim Hietpas at 289-1778 . Than); you. cc: HL Green City of Tigard Supplier MacKenzie/Saito & Associates �1 AS A MUTUAL PROTECNON TO CLIENTS THE PUBLIC AND 7URSELVES ALL REPORTS ARE SUBMITTED AS TME CONFIOU41IAL PROPERTY OF CLIENTS AND ARE INTENOFO FOR THE USE OF OUR CLIENTS ONLY NO OTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF W1IHOUT OUR WRITTEN AUTHORIZATION X11 + )y4q �tl �L I NORTHWEST VESTING LABORn1TORIES9 INC. °Y CONSTRUCTION INBF[CTION NON•D[YTRUCTIVTESTING MAT RIALS INSP5405 N.Lagoon Avenue [FICTION P.O.BOX 17126 WELDING C[RTIFICATION CH[MICAL ANALY6IS Portlan,+,Oregon 972.17-0126 EOiL TESTING g ASSAYIT:O �N YiICAL TESTING Phone:(503)289-1778 CONCRETE COMPRESSION TESTS e n TESTED FOR: HL Green REPORT NO. : 98258 CAST BY: Rob White SLUMP: 4 . 25" PROJECT: Oregon Business Park PERMIT NO. : Building 220/Job No. 8939 ADDRESS: 7233 SW Kable Lame DATE MADE: 12/12/89 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECID: 12/13/89 3 , 000 psi, 3/4" MAX. SIZED AGGREGATE 3010B SACK MIX ADDITIVES: HW, 1. 5CC h" SOURCE: Ross Island Sand and GrEvel CONDITION OF STORAGE: 2 ASTM, 2 Field TICKET NO. : A-196019 AIR TEMP: 34 ° TIME: 8: 45A CU. YARDS: 32/100 LOAD NO. : 4 CONC. TEMP. : R WEATHER: Clear % AIR: LOCATION OF POUR: Slab on grade between B and C, full length of building. s x �.I a i Test Weight Max. Load - lbs. Age Date Mark Pounds _ Load per sem. in. Average Tested g y I 12/19 28 „ 9 2210 2210 7 days ASTM ' 12/19 28 . 2 1700 1700 7 days FIELD 1/9 28 . 6 3710 3710 28 days ASTM q 1/9 27 . 9 2390 2390 28 days FIELD If you should have any questions regarding this or an,, other report, please contact Alesia PreF' or Jim Hietpas at 289-17.78 . Thank you. cc: HL Green City of Tigard Supplier JAN 1 1 1989 Commoalo Da*f” AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NOOTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT O1IR WRITTEN AUTHORIZATION ' al 63/01/90 10:09 12503 22.8 1285 MSA/ME I CITY OF T I GARD It 002 i r `7 • Lbo t zc'pr* rc+3 a 14" DL & 10 044( W = 1)�- (1�llz�= I A��� LOQ Td rte, - r = wi.�I* I(1 1..L.x I�(,Z p pb -� T T L A Z-'&'` 1_` t Z5 p 1t4 7,15 ?lrA, + c lei C-L 'Tey 6116/4x 143.0 40- z 1,r.,,� (I Z•S' - I LZ,y{.or) l l(.&T 2 Z 71 i n'' Il5 E 6; ' '16�- �B t,zi,owl 0 ALL = n ,gal, Mo t ' U l g Eh-r� a Pa 0 . T'1 : t(�8'h LIZ) /P : •c) I—Ic. �, I&lS$(t-) = IU,Z�` E In 14t2= 7 �nz k�5 `�1� X I �',D . - dog CIZ) L s I J.45(3 Cr �-- ' T?MfJ b► Z I $ _ By µT" DATE i -----_ _ _ -— ---- JOB NU. I� ! I MACKENZIE'ENGINEERING INCORPORATED 0B .BANCROFT STREET PORTLAND,OREGON 91201(503)221.9660 9Ht..�OF 690 .W P.O.BOX 69039 PORTLAND,OREGON 91201 FAX(509)226.1255 Aw!rKENZIE EN011EEgMq INCORPORATED ,a 1 fAj ' C f , 03/01/90 10:09 ' 503 228 1285 MSA'/MEI +++ CITY OF TICARD Q003 � 1 GL — 61 (-oe-4KCtTIyt-.l C�at 61,5)69 (is OF) IAN6r4 , = 14' • Z' r 4 Z► - , 'TQ.Y 5;x S K Fa : _ 1 - Ci�.s�,</zCt t2,�l'~] 44 - ►q►2-� Imo- t (I1219;) scirliq 30,x(0 Fc - t - Q11 + -7,97 4 17,L. ' � • I� OV1TF.JOB No. MACKENZIE ENGINEERING INCORPORATED 0S.W.BANCROFT STREET PORTLAND,OREOON 97201(5031224.9560 914T990 P.O./OX 09031 PORTI AND,OREGON 97201 FAX 00)226.1268 ®RACKENZIE INCOlIFORAIEO 03/01/90 10: 10 10503 228 1285 MSA/MEI •.. CITY OF TICARD 11004 CONM c(-TQ 4 SlpV PLA-TCS 64h(A-M t & " Wit?In �= 2 t h�� I. F6 , 0,60 21 ,c. .0 C;73. (4r-), + t = O, zoG use 1 10 a 6n 11 By r� y { DATE �Z'!l�Z���"�'�'1 �._ ..L�_ � J MACKENZIE ENGINEERING INCORPORATED Jt7!N0.Zy l 0890 8.W.BANCROFT STREET PORTLAND,OREOO4 W201(509)224"M 9HT. Of_ P.O.SOX 800811 PORTLAND,OREGON 91201 FAX(509)228-1285 ��MACKINZIE ENQINEFPMIO IkCOAPORATEO Rt r t' � 1�• z! 03/01/50 10: 10 0503 228 1285 MSA/ME I ++» CITY OF T I GARD [it 005 d , vv 'Ali 4pZ = sl-u --� -�= 0 ZS D(� Nei e 3/it I I 17-L-LI r.t 7.1s7(e ` s -19-1 'p2T 16'0,C- CT 6'o,G, WTI R„ Z 70D 1 ((J 1 t t!, r M BY._Iltht..l..._�_.�. DATE--�Lv---•- _. ` MACKENZIE ENGINEERING INCORPORATLO JOB NO1 06908.W.BANCROFT 8'i REET PORTLAND,OREGON 91201(003)224.9690 SHT.w;Z__...OF P.O.BOX 99059 PATLAND,OREGON 9M01 FAX(605)226.1286 � ®MACKEN276'ENGINEER"IN00RPORATED I w: y, 03/a1/90 10: 11 $503 228 1285 MSA/MEI .... CITY OF TIGARD Im006 +lZ 3 4(, Z s PAO V� � Q.0.1 ��(3'T) CSI(I ZS) � Com)C�) �l�I l� (J..o11 s '� �•T �` V3 o�01 � S)L74)Cd,K> X4- I00 1'1v„v� M ,. l8q(4) - 11(7• , 7?,7 I�'''p�'�" �0�.�1 z 1°I �► C. W1N� Govt 5 a LL E— n A BY —9H T DATE �' !—_ ,w MACKENZIE ENGINEERING INCORPORATED JOB No. V�3� o� i' MO S.W.BANCROFT STREET PORTLAND,OREGON 97201(503)224 0650 8NT �--OF ND,OREGON 97201 RAX WM 229.1216 _ Ary t�5. P.O.BOX 69M POR �tNACKEN2IE ENONIE�RNO Ih..OR ',. ��� ip9i t4��Akli1!1w�.'�VRD Ij �p r t.� ��.•�Mei � h 4y r:9`' U?- v y-ix , � t '� �� it ,.�` "^' h� �"�� ; !�• � �h r�¢�d'7+�,,M�. 7 Skd3�i�":;to,.,���,' f i C"� �r �� r1•nk„ � 11 t 03/01/90 10: 12 0503 228 1285 MSA/MEI CITY OF TIGARD 81007 =�7- �►l I. ar�� tj+�5. .1�p�� -PLA 1 a X456 ;-V- S" 4Q *17-" f-T&i w (4:;)#- ki--o C-74 . w�� i I ; I OWTE (ZALp"�1f Joe No. JS 7Ip.o MACKENZIE ENGINEERING INCORPORATED 09PO B.W.BANCROV STREET PORTLAND.OREGON 91201(00.1)224-"W SHT OF P.O.BOX SIM PORTLAND,OREGON 9i 201 FAX(MI WIN MACKENLIE ENONiEEpIN01NCORPORATFD .u.v.0 ou.;wt w tn wYrta IIfRVF11 • A. .f Sw 041 D,t.;;P ..1...w.«.•................:...... ,.er.+n+.YaRR..xiW.A IST®Juk JHWIEST TESTING ING lL{�'�BORA�` ORI ES9 INC. � Ct i 5405 N.Lagoon Avenue CON{TRUCTION IN BPEGTION NON-DESTRUCTIVE TESTING k MAY MIALS INRPS ION P.O. Box 17126 WELDING CERTIFICATION CtIEMICAL ANALYSIS Portland,Oregon 97217-0126 SOIL TESTING 2 PHYSICAL TE{TIN4 ASSAYING 1 Phone:(503)289-1778 • CONCRETE COMPRESSION TESTS i k}} RS TESTED FoR: HL Green REPORT NO. : 98257 CAST BY: Dean Suminski SLUMP: 4" PROJECT: Oregon Business Park PERMIT NO. : Building 23.8/Job No. 8938 ADDRESS: 7257 SW Kable Lane DATE MADE: 12/11/89 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECID: 12/12/89 d 3 , 000 psi, 3/411 MAX. SIZED AGGREGATE SACK MIX ADDITIVES: 1. 5% CaC12 Hot water SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: 2. ASTM, 2 Field TICKET NO. : A195164 AIR TEMP: 36 ' TIME: 8 : 40A CU. YARDS: LOAD NO. : 1 CONC. TEMP. : 55' WEATHER: Clear AIR: LOCATION OF POUR: Slab ong rade lines A to A. 5 and 1 to 11. h { Test _ Weight Max. Load - lbs. Age Ii Date Mark Pounds Load per sg. in. Average_ Tested 12/18 28 . 6 3200 3200 7 days ASTM 12/18 27 . 9 1890 1890 7 days FIELD 1/8 27 . 7 2900 2900 28 days FIELD 1/8 28 . 6 4280 4280 28 days ASTM If you should have any questions regarding this or any other report, please is contact Alesia Preston or Jim Hietpas at 289-1778. Thank you. 7 cc: HL Green JAN 09 41?c City of Tigard �IIM/ 011iivr•I•.•�t Supplier AS A MUTUAL PROTECTION TO CLIENTS.THE PUBLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE CON FIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NO OTHER PERSON OR ENTITY MAY UTILIZE TME REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION "MI i1 A. 1 � ,n SsY 4 NORTHWEST EST T ESTIN lLABORATORI ES9 INC. 5405 N.Lagoon Avenue CONSTRUCTION INSPECTION NON-DESTRUCTIVE TESTING MATERIALS INSPECTION P.O.BOX 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS - SOiL TESTING Portland,Oregon 97217-0128 PHYSICAL TESTING ASSAYING Phone:(503)289-1778 CONCRETE COMPRESSION TESTS 3 TESTED FOR: HL Green REPORT NO. : 98255 CAST BY: HT SLUMP: 3 . 5" PROJECT: Oregon Business Park PERMIT NO. : Building 218/Job No. 8938 I ADDRESS: 725.7 SW Kable Lane RATE MADE: 12/8/89 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 12/9/89 2 , 500 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: Hot Water SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: 2 field, 2 ASTM TICKET NO. : T481839 AIR TEMP: 52 ° TIME: 10: 20A CU. YARDS: 9 on 9 LOAD NO. : 1 CONC. TEMP. : 70° WEATHER: Cloudy % AIR: LOCATION OF POUR: Footings (218) D line in set (220) D line footings. (220) D, 1, 2 , 3 , 4 , and D - 12 . Test Weight Max. Load - lbs. Age Date _ Mark Pounds Loadper sq. in. Average Tested 12/15 28 . 2 1330 1330 7 days FIELD 12/15 28 . 2 1820 1820 7 days ASTM 1/5 27 . 9 1890 1890 28 days FIELD 1/5 28 . 9 3180 3180 28 days ASTM If you should have any questions regarding this or any other report, please � contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. cc: HL Green City of Tigard i" Supplier. AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED VOR THE USE-OF OUR CLIENTS ONLY NOOTHER PE RSON OR ENTITY MAY UTILITE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTMORITATION 7R7'w11PAik'tA'.;$G':4Faw.:z.x I 7 1 4 I;ilt �f'J t a r INSPECTION NOTICE l City of Tigard Building Department � P.O. Box 23397 ` Tigard, Oregon 97223 Phone: 639-4175 E 1 , Type of Irrspection Date Requested '� 1 df Time_.-.� A.M. P.M. Address �J f / �--� Permit # CL Owner �x- O-Z—C� Lot Builder . The following Building Code deficiencies are required to be corrected: w a t >> Presented to _.-- .�2 Approved a Inspector Disa ^ � _�� '- pproved 7 �_� i Date CALL FOR REINSPECTION ❑ YES U NO r .ti` I r 1® ORTHW EST TES'T'ING ]L,AABORA TORI ES9 INC. 5405 N.Lagoon Avenue VON.DESTRUCTIVC TESTING l I CONSTRUCTION INSPECTION P.O. BOX 17126 WELDING CERTIFICATION MATERIALS INSPECTION SOIL TESTING C/1.MIC Ar ANALYSIS Portland,Oregon 97217-0126 ASSAYING R/IY SICAL TESTING Phone:(503)289-1778 CONCRETE COMPRESSION TESTS t : 98252 TESTED FOR: HL Green REPORT NO. ` CAST BY: HT SLUMP: 3 . 25" a PROJECT: Oregon Business Park PERMIT NO. : Building 218/Job No. 8938 ADDRESS: 7257 SW Kable Lane DATE MADE: 12/6/88 Tigard, Oregon TYPE OF SPECIMEN: 6 x 3.2 concrete cylinder DATE RECD: 12/7/89 3010 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX i ADDITIVES: 1. 5% Ca Cl SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: 2 Field, 2 ASTM TICKET NO. : A-195866 AIR TEMP: 56° TIME: CU. YARDS: 7 on 14 LOAD NO. : 2 %ONC. TEMP. : 72 " WEATHER: Cloudy AIR: ?' LOCATION OF POUR: Slab southeast corner 151 . Building 218 s s Test Weight Max. Load - lbs. Age Date Mark Pounds Load per sq. in. AVerage Tested 12/13 28 . 6 2480 2480 7 days FIELD 12;13 29 . 0 3410 3410 7 days ASTM 1/3 28 . 4 3150 3150 28 days FIELD 1/3 29 . 1 4600 4600 28 days ASTM If you should have any questions regarding this or any other report, please contact Ales.ia Preston or Jim Hietpas at 289-1778 . Thank you. cc: HL Green City of Tigard Supplier AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES,ALL REPORTS APE.SUBMITTED AS THE 1 I CONFIDENTIAL PROPERT Y OP CLIEN T$AND ARE INTENDED EOR THE USE OE OUR CLIENTS ONLY NO OTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION RR'MR.RIEPRpIWIT,PIZIM FI 1,•,.I,y 1' l4. f`7. t ti NORTHWEST EST TESTING ]LABORATORIES9 INC. i 5405 N Lagoon Avenue CON/TRUCTION INfTfiCTION NON.O[/TRUCTIV!TESTING , MATT RIALS INSPECTION P.U. Box 17126 W[LOING CERTIFICATION CHEMICAL ANALYSIS Portland,Oregon 97217-0126 SGIL TESTING WIN RYi1CAL TICSTING ASSAYING Phone:(503)289-1778 December 6, 1989 LAB REPORT NO. : 98249 special Inspection i DAILY FIELD REPORT ;o CLIENT: HL Green ■ PROJECT: Building 218 JOB ADDRESS, 7257 SW Kable Lane ■ Tigard, Oregon TYPE OF INSPECTION: Footings PERMIT NO: BU892022 WEATHER: Cloudy TEMP: 550 1 SOURCE: MIX PROPORTIONS SLUMP TICKET NO. QUAN'T'ITY MIX TEMP. R Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) A representative of NW Testing was present at the above sit apon request of client. Footing pads D-1 through D-7 were found to be excavated into firm insitu material and capped with a crushed aggregate. 1 CC: HL Graen INSPECTOR: Jaimie Ellis ; I City of Tigard j NUMBER: i i AS A MUTUAL PROTECTION TO CLIENTS.THE PUBLIC AND OURSELVES.ALL REPORTS ARE SUBMITTED As THE CCN E IDENTIAL PROPERTY OE CLIENTS AND ARE INTENDED FOR THE USE Or OUR CLIENTS ONLY NOOTHER PERSON OR ENTITY MAY UTILIZE THE REPORF OR ANY PORTION THEREOF WITHOUT OIIR WRITTEN AUTHORIZATION I ( ., ... .nw.lurwat%sy4w7MetaaamR'A*u4an!;;� ,fi'�'Ltki;'I,^n.r .. +r,tt'RGE;M?N.r.I+s.Ixw.E,r,.,.r,,r,YY.,w..:w. b ti L. r, P.: 'I �"TFF'^EI �11'.uPWTA Iwrt�Y,�F1p�.9,P.?q� iMpi. .. �F NORTHWEST TESTING LAB®RAY ®RiES9 INC. N I ' 5405 N. Lagoon:,venue CONSTRUCTION INSPECTION NON-DESTRUCTIVE TESTING MATERIAL[ INSPECTION P.Q.Box 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS Portland,Oregon 97217-0126 SOIL TESTING PHYSICAL TESTING ASSAYINU Phone:(503)289-1778 December 4, 1989 LAB REPORT NO. : 98248 Special Inspection I DAILY FIELD REPORT CLIENT: HL Green PROJECT: Building 220 JOB ADDRESS: 7233 SW Kable Lane Tigard, Oregon TYPE OF INSPECTION: Footings PERMIT NO: 269391 WEATHER: Rain TEMP: 500 Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) A representative of NW Testing was present at the above sit upon request of client. Due to excessive rains, drainage ditches were placed to relieve water flow. Final inspection of footing excavation will be performed on 12/6/89 on building 220. b 1 CC: HL Green INSPECTOR: Jaimie Ellis >4 City of Tigard NUMBER: 4 I AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC_AND OURSELVES.ALL REPORTS ARE SUBMITTED AS THE "5 CONFIDENTIAL PROPERTY OE CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NO OTHER PFPSON „ OR ENTITY MAY UTILIZE THE REPORT OR ANY PnpT1ON THFREOF WITIIOUT OUR WPITTEN AUTHORIZATION f , I I' liqj� 1, 111111" 1 : + NORTHWEST TESTING LAB®lE ATORI ES9 INC. 5405 N.Lagoon Avenue CONSTRUCTION INSPECTION NON•AEOTRUCTIVE TESTING _ RIALS INSPP.O.BOX 17126 WELDING ctRTIFICATION MATEECTION CHEMICAL ANALYSIS Portland,Oregon 97217-0126 colt TCS TING ASSAYING PHYSICAL TESTING L, Phone:(503)289-1778 , CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 98248 CAST BY: Fick Griesenauer SLUMP: 411 r PROJECT: Oregon Business Park PERMIT NO. : Building 218/Job No. 8938 ADDRESS: "1257 SW Kabl.e Lane DATE MADE: 12/2/89 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECID: 12/3/89 x 3 , 000 psi , 3/411 MAX. SIZED AGGREGATE SACK MIX ADDITIVES: 48oz cal . e SOURCE: Ross Island Sand and Gravel t CONDITION OF STORAGE: ASTM TICKET NO. : T481469 AIR TEMP: 50° TIME: 8: 10A CU. YARDS: 9 of 66 LOAD NO. : 8 CONC. TEMP. : 67 ' WEATHER: Cloudy AIR: LOCATION OF POUR: Slab on grade middle bay length Fif building. : Teot Weight Max. Load - lbs. Age Date Mark Pounds Load Per sg. in. _Aver:_cs Tested i 12/9 29 . 5 2560 7 days -' V 12/9 29 . 5 2530 2545 7 days 12/30 28 . 6 3480 28 days 12/30 28 . 6 3500 3490 28 days r I. If you should have any quec,tions regarding this or any other report, please j contact Alesia Preston or Jim Hietpas at 289-1778 . I Thank you. s cc: HL Green City of Tigard Supplier w JAN 03 Comm I," Dewy F AS A MUTUAL PROTECTION TO CL. NTS TNF PUBLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE C:ONrIDENTIALPROPERTYOr CLIENT AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NO OTHER PERLON � 1 OR ENTIT r MAY UTILIZE THE REPORT C'ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION C N a h r T r NORTHWEST ']C]ES'JC�I�� LABORATORIES, INC. TC. 4� I 5405 IJ,Lagoon Avenue CONSTRUCTION INSPECTION NON,OESTRUCTIVE TESTING MATERIALS INSPECTION P.O. BOX 17126 WELDING CERTIFICATION CN[MICAL ANALY}IS Portland,Oregon 9721 7-01 26 SOIL TESTING PHYSICAL TESTING ASSAYING Phone:(503)289-1778 December 1, 1989 LAB REPORT NO. : 97734 special Inspection DAILY FIELD REPORT CLIENT: HL Green PROJECT: Building 220 i JOB ADDRESS: 7233 SW Kable Lane Tigard, Oregon I TYPE OF INSPECTION: Footings PERMIT NO: 289391 WEATHER: Cloudy TEMP: 420 , inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) A representative of NW Testing was present at the above site upon .request of client. Column pad footings D-8 , D-9, D-10, D-11, and D-12 were excavated to firm insitu material then capped with -3/4" aggregate. i i� a CC: HL Green INSPECTOR: Jaimie Ellis +, City of Tigard NUMBER: e 1 ry HE�tttr�. ri' DEC 5 198) OMMIM I M"opmont AS A MUTUAL+ROTECTION TO CLIENTS THF PUBLIC AND OURSELVES.ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PNOPERTY OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NO OTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OP ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION AW INN 1111 t ., -• r, 4. N : , : I t i NORTHWEST T ES7 ING ]LABORAT®]E I ES9 INC. :1405 N. Lagoon Avenue CONSTRUCTION INSPECTION NON•DESTRUC'IVC TESTING / P.O.Box 17126 WELDING CERTIFICATION MATERIALS INSPECTION CHEMICAL ANALYSIS Portland,Oregon 97217-0126 SO'L TESTI ASSAYI NO 1� - PHYSICAL TESTING Phone-(503)289-1778 ' CONCRETE COMPRESSION TESTS Y`. TESTED FOR: HL Green REPORT NO. : 97731 # I. CAST BY: Rick Griesenauer SLUMP: 4" L PROJECT: Oregon Business Park PERMIT NO. : ! Building 218/Job No. 8939 ADDRESS: 7257 SW Kable Lane DATE MADE: 11/30/89 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 12/1/89 s 3 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: 1.. 5% CC I SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM I TICKET NO. : Al-95671 AIR TEMP: 49 ' TIME: 11: 30-a CU. YARDS: 9 oi: 18 LOAD NO. : 2 CONC. TEMP. : 621 WEATHER: Cloudy % :SIR: LOCATION OF POUR: Slab on grade building 218 , B. 5 to C north end . Test Weight Max. Load - lbs. Age Data. Mark __. Pounds Lo id per sq. in. Average Tested 12/7 29 . 0 3250 7 days 12/7 29 . 0 3010 3130 7 days 12/28 29 . 0 4330 28 days 12/28 2.9 . 0 4260 4295 28 days i If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Fiietpas at 289.-1778 . Thank you. cc: HL Green City of Tigard Supplier AS AMUTUAL PROTECTION TO CLIENTS.THF PUSLIC AND OURSELVES,ALL PEPORIS ARE SUCMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INT ENCED FOR THE USE OF OUR CL IENTS ONLY NOOTHER PERSON f OR ENTITY MAY UTILIZE THE 4490RT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION ,4 t moi• i r NORTHWEST TESTING LABORATORIES,ES, INC. 5405 N. Lagoon Avenue CONSTRUCTION INSPECTION NON•DESTRUCfIV[ TESTING . MATERIALS INSPECTION P.O.Box 17126 WELDING CERTIFICATION 1-01EMICAL ANALYSIS Portiand,Oregon 97217-0126 SOIL TESTINO PHYSICAL TESTING ASRAYING Phone:(503)289-1778 1 November 30, 1980 LAB REPORT NO. : 97732 Special Inspection DAILY FIELD REPORT L>. CLIENT: HL green } PROJECT: Building 220 } P, r JOB ADDRESS: 7233 SW Kable Lane Tigard, Oregon TYPE OF INSPECTION: Footings h PERMIT NO: BU892020 WEATHER: Sunny TEMP: 500 I t� In3pection Notes: (Include location, testing data, substitutions/deviation,, materials and methods of construction, conformance statement, etc. ) A representative of NW Testing was present at the above s9.te upon request of client. Exterior footings on A and B lines and D-12 were found to be in firm insitu materia]. . interior footings on C line were found to ,_,C in compacted I engineered fill previously tasted. �. i r' r CC: HL Green INSPECTOR: Jaimie Ellis City of Tigard I '- NUMBER: P I; y? s ' AS A MUTUAL PROTECTION TO CLIENTS THE.PUBLIC AND OURSLLVES ALL REPORTS ARE SUBMITTED AS THE } CONFIDENTIAL PROPERTYOF CLIENTS AND ARE INTENDED FOR THE USE OE OUR CLIENTS ONLY.NOOTHER PERSON OR EN :TY MAY UTILIZE THE REPORT OR ANS PORTION THEREOF WITHOUT GU..WRITTEN AUTHORIZATION F , I. A , NORTHWEST TESTING ]LABORATORIES, INC. CO NS .: TRLTION INSPECTION 5405 N.Lagoon Avenue N• NODEST'L.FIVE TESTING MATERIALS INSPECTION P.O. Box 17:26 WELDING CERTIFICATION ,,� CHEMICAL ANALYSIS PoI4i3nd,Oregon 97217-0125 SOIL TESTING PHYSICAL TESTING ASSAYING Phone:(503)289-1778 1 CONCRETE COMPRESSION TESTS ` 1 TESTED FOR: HL Green REPORT NO. : 97729 CAST BY': Rick Griesenauer SLUMP: 311 i PROJECT: Oregon Business Park PERMIT NO. : Building 218/Job No. 8938 ADDRESS: 7257 SW Kable Lane DATE MADE: 11/29/89 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 11/30/89 3 , 000 psi, 3/411 MAX. SIZED AGGREGATE SACK MIX ADDITIVES: SOURCE: Ross Isia,-.d Sand and Gravel P k i 1 CONDITION OF STORAGE: ASTM 1 TICKET 140. : Al-95648 AIR TEMP. 55° TIME: 12 :45P CU. YARDS: 7 of 16 LOAD NO. : 2 CONC. TEMP. : E", ° WEATHER: Cloudy % AIR: LOCATION of POUR: Slab on grade building 218 C and D line 1 through 11. 1 Test e Weight Max. Load - lbs. Age g Date Mark Pounds Load per sg. in. _ Average _Tested 12/C 29 . 3 2280 7 days 12/6 29 . 3 2350 231.5 7 days 12/27 29. 2 4230 28 days 12/27 29 . 2 4210 42.20 28 days If you should have any questions regarding this or any other report, please contact Alesi.a Preston or Jim Hietpas at 289-17'78 . Thank you. HL Green City of Tigard Supplier 1� AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIALPROPERTY DE CLIEN"S AND ARE INTENDED EOR THE USE Of OUR CLIENTS ONLY NO OTHER PERSON I•R ENTI-Y MAY UTILIZE.THE REPORT OR ANY PORTION Tw EREOF WITHOUT OUR WRITTEN AI/THORIZATION f �1 ! .ji, X31 I d, NORTHWEST TESTING NG IABORAT®]EgIES9 INC. 5405 N.Lagoon Avenue NON.DESTnucrrvE TESTING CONSTRUCTION INSPECTION P.O. Box 17126 WELDING CERTI{I IC A TION MATERIALS INSPECTION BOIL TESTING '. CHEMICAL ANALYfIf Portland,Oregon 97217-0126 ASSAYING ✓HYSICAL TESTING Phone:(501)289-1778 a CONCRETE COMPRESSION TE£:TS i +f, TESTED FOR: HL Green REPORT NO. : 97726 CAST BY: Rick Griesenauer SLUMP: 3" PROJECT: Pacific Corp. Center PERMIT NO. : Building 218 ADDRESS: 7257 SW Kablp Lane_ DATE MADE: 11/28/89 Tigard, Oregon m r TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 11/29/89 f 3 , 000 psi, 3/4" MAX. SIZED AGGREGATE ZACK MIX ADDITIVES: VR SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T481135 AIR TEMP: 52 ` TIME: 12 : 30P CU. YARDS: 7 of 58 LOAD NO. : 8 CONC. TEMP. : 70° WEATHER: Cloudy % AIR: 4 LOCATION OF POUR: Slab on grade building 218 .1 through 11 line B to C. F Test Weight Max. Load - lbs. Age Date _ MarkPounds Iaoad per sq. in. Avera__, Tested s I 12/5 28 . 5 2850 7 days 12/5 29 . 5 2760 2805 7 days 12/26 28 . 5 4210 28 days 12/26 28 . 5 4050 4130 28 days i If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . i Thank you. k cc: HL Green City of. Tigard S:-ippl ier AS A MUTUAL PROTECTION TO CLIENTS.THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NO OTHER PE RSCN OR ENTITY MAS UTILI2E THE RFPORT OR ANY PORTION THFREOF WITHOUT OUR WRITTEN AUTHORITAYION 1 ,11 i SENSE k 1' e IF. � t tI NORTHWEST EST TESTING ]LABORATORI ES9 INC. � 5405 N.Lagoon Avenue NON-DESTRUCTIVE TESTING CONSTRUCTION INSPECTION P.Q.Box 17126 WELDING CERTIFICATION ry MATERIALS INSPECTION SOiL TESTING CHEMICAL ANALYSIS Portland,Oregon 97217-0126 ASSAYING ry PHYSICAL TESTING Phone(503)2&9-17711 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 97725 CAST BY: Rick Griesenauer SLUMP: 4 . 7511 PROJECT: Pacific Corp. Center PERMIT NO. : Building 218 ADDRESS: 7257 SW Kable Lane DATE MADE: 11/28/89 } Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 11/29/89 ;ka 3 , 000 psi, 3/411 MAX. SIZED AGGREGATE SACK MIX i ! ADDITIVES: VR I SOURCE: Ross Island Sand and Gravel I CONDITION OF STORAGE: ASTM TICKET NO. : T481129 AIR TEMP: 50° TIME: 11: 00A CU. YARDS: 7 of 14 i LOAD NO. : 2 CONC. TE2!P. : 72 ° WEATHER: Cloudy % AIR: 4 . 5 LOCATION OF POUR: Slab on grace 1-11 lines and B to C. Y Test: Weight Max. Load - lbs, Age DateMark Pounds Load per sq. i:i. Average Tested s 12/5 28 . 0 1.8F10 7 days 12/5 28 . 0 1880 7.885 7 days 12/26 28 . 0 3250 28 days 12/26 28 . 0 3180 3215 28 days If you should have any questions regarding this or any other report, please contact Alesia Preston c,r Jim Hietpas at 289-1778 . I Thank you. I I cc: HL Green City of Tigard Supplier AS A MLTUAL PROTECTION to CLIENTS THE PUBLIC AND OURSELVES.ALL REPORTS ARE SUBMITTED TS THE CONPIDI:NTIAL PROPERTY Or CLIENTS ANO ARE INTENDED FOR THE USE OF OURCLIENTSONLY NOOTHER PL'ISON OR.NTI'fY MAY OTILIZE THE REPOPT OR ANY PORTION THEREOF WITHOUT O JR WRITTEN AUTHORIZATION ,I iSt a a r 'ix ..... � NORTHWEST TESTING LABORATORIES, INC. CON:iTRUCTION INSPECTION NON-DESTRUCTIVE TEdTINO f MATRIAL/ I 5405 N. Lagoon Avenue 9NSP[CT'ON P.O.Box 17126 WELDING CERTIFICATION H CEMICAL ANALY:19 Portland,Oregon 97217-0126 SOIL TESTING PHYSICAL T[iTIN ASSAYING 4Y, Phone:(503)2.89.1778 f:. November 28 , 1989 LAB REPORT NO. : 97724 r 1.. Special Inspection i DAILY FIELD REPORT { CLIENT: HL Green PROJECT: Building� PR g 218 ■ JOB ADDRESS: 7257 SW Kable Lane Tire;: id, Oregon TYPE OF INSPECTION: Footings i PERMIT NO: BU892022 WEATHER: Foggy TEMP: 41° SOURCE: MIX PROPORTIONS SLUMP TICKET NO. QUANTITY rIIX TEMP. r i i Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) A representative of NW Testing was present at the above site upon request of , {, client. Exterior footings on line C. 5 and D were excavated to firm insitu material and -3/411 aggregate had been placed and compacted to grad.. 'De i { t CSE �, -1 198 Community Development CC: HL Green INIiPECTOR: Jaimie Ellis # City of. Tigard NUMBER: s� AS A MUTUAL PROTECT")N TO CLIENTS THE PUBLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERi T OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NO OTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION TMEREOF WITHOUT OUR WRITTEN AUTHORIZATION dh r4 ry I - I 'i 7 . N©RTHWEST TESTING LABORATORIES, INC. I 5405 N Lagoon Avenue CONSTRUCTION INSPECTION NON-DESTRUCTIVE TESTING MATERIALS INSPECTION RID, box 17126 WELDING CERTIFICATION CHEMICAL ANALYRIS PolNand,Oregon 97217-0126 SO.L TESTING PH Y;ICAL TESTING ASSAYING Pf rnle:(503)289-1778 November 27 , 1969 LAB REPORT hO. s 97780 Special Ir7pection DAILY F'iELD F'ZFCFT CLIENT: HL Green PROJECT: Building 218 JOB ADDRESS: 7257 SW Kable Lane Tigard, Oregon TYPE OF INSPECT?7N: Soils T k PERMIT NO: BIJ892022 WEATHEP.: Partly Cloudy TEMP: 480 SOURCE: 'i 1. t MIX PROPORTIONS SLUMP TICK"'. NO. _y_tiANTI2'Y _MIX TEMP_ Inspection Notes: (Include location, testing data , substitutions/deviations, materials and methods of construction, conformance statement, etc. ) A r.epresenta'Live of NW Testing was present at the above site upon request of client. Dile to heavy rains contractor has opted 1,.c, over excavate west exterior footings and bring up to grade with compacted -3/4" aggregate. I I, b Y' CC: HL Green INSPECTOR: JaimiEz rlli:: City of Tigard NUMBER: AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE C ON•IDENTIAL PROPERTY OF CLIENTS AND ARE INTENDEDFOR THE USE OF OUR CLIENTS ONLY NOOTHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PITRTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION .L' a,. NORTHWEST TESTING LABORATORIES, INC. 5405 N.Lagoon Avenue CONSTRUCTION INSPECTION NON.DESTRUCTIVE TESTING MATERIALS INSPECTION P.O.Box 17126 WELDING CER"IIICATION C H[MICAL ANALYSIS SOIL TESTING PHYSICAL TESTING Portland,Oregon 97217-0126 ASSAYING Phone:(503)289-1778 November 21, 1989 LAB REPORT NO. : 97778 Special Inspection DAILY FIELD REPORT CLIENT: HL Green ;t R r PROJECT: Building 218 JOB ADDRESS: 7257 SW Kable Lane 1 Tigard, Oregon TYPE OF INSPECTION: Soils PERMIT NO: BU892022 WEATHER: Sunny TEMP: 520 SOURCE: i MIX PROPORTIONS SLUMP TICK&T NO. _QUANTITY MIX TEMP. I 1 Inspection Notes: (Include location, testing data, substitut:Ions/deviations, materials and methods of construction, conformance statement, etc. ) A representative of NW Testing was present at the above site upon request of i client. Footings D-11, D-10, D-9, and D-9. 5 were found t3 be in firm insitu material suitable for proposed design. i CC: HL Green INSPECTOR: Jaimie Ellis City of Tigard ` ^ NUMBER: A5 A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES.ALL REPORTS ARE SUSA'ITTED AS"//E 4 CONFIDENTIAL PROPERT Y Or CLIFNTS AND ARE INTENDED FOP THE USE Ov OUR CLIENTSONL.Y NOOTHER PERSON OR ENTITY MAY DTIIIYE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION IN Iy 1`-111 � �"�, �y. �" •Jh+er ,r'I r I' I:IY.x ,,,�y!°�-,�} �'+1`N', xI ..a�"�,I`.,y.e ,b:$h rf ?Irri>�'I 1�'I M!, NOR"F -u WEST TESTING LABORATORIES, INC{ CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue NON.O[DTRUCTIVE T[{TI?1U MATERIALS INSPECTION P,0.Box 17123 WELDING CERTIFICATION CHEMICAL ANAI ,YSI• PortlandOregon 97217-0126 $OIL TESTING PHYSICAL TESTING 9 .. ASSAYING Phone:(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 9777 CAST BY: Rick Griesenauer SLUMP: 3 . 511 PROJECT: Oregon Business Park PERMIT NO. : Building 218 ADDRESS: Tigard, Oregon DATE MADE: 11/2 ,'_C) N TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECID: 11/22/89 F 2, 500 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM ( TICKET NO. : Al-95394 AIR TEMP: 48 ° TIME: 8 : 15A CU. YARDS: 7 of 7 LOAD NO. : 1 CONC. TEMP. : WEATHER: Cloudy % AIR: t j LOCATION OF POUR: Footings — 6 footings at line 1 . JP Test Weight Max. Load - lbs, Age Date Mark _ Pounds Load per sq. in. Average Tested i I 11/28 29. 0 1930 '7 days 11/28 29 . 0 1950 1940 7 days 12/19 28 days 12/3.9 28 days 1 I 1 If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. I j cc: HL Green City of Tigard Supplier t AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OUPSE�VES ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPE PIT,OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NO OTHER PERSON 4, OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUP WRITTEN AUTHORIZATION t I LLtt�k ,I 4 ppi 1. P s° NORTHWEST TESTING LABO ATTORI ES, INC. 5405 N. Lagoon Avenue CONSTRUCTION INSPECTION NON-DESTRUCTIVE TESTING I t, MATERIALS INSPECTION P.O. BOX 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS0001_ TESTING Portland,Oregon 97217-0126 PHYSICAL TESTING ASSAYING Phone:(503)2891778 November 20, 1989 LAB REPORT NO. : 97776 Special Inspection DAILY FIELD REPORT CLIENT: HL Green PROJECT: Building 218 l JOB ADDRESS: 7257 SW Kabl.e Lane Tigard, Oregon TYPE OF INSPECTION: Footings d PERMIT NO: BUS92022 WEATHER: Cloudy TEMP: 500 SOURCE: MIX PROPORTIONS SLUMP TICKET NO. —QUANTITY MIX TEMP. B 1 I� 4: Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement., etc. ) A representative of Nw Testing was present at the above site upon request of client. Inspection of footing pads D-11, C-1, C1 . 5, and B1 . 5 found then to be in firm insitu material. Drain ditch was installed next to any exterior footings that held water. . 1 r :9 t d f �ti CC: HL Green INSPECTOR: Jaimi.e Ellis City of Tigard NUMBER: AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES,ALL REPORTS ARE CJSMITTED AS THE CONFIDENTIAL PROPERTY OF—LIENTS AND ARE INTENDED FOR THE USE OF OUPCLIENTE ONLY NOO'EHER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THvREOF WITHOUT OUR WRITTEN AUTHORIZATION i R•..;, ,,_a: fYfi� 44��,��rr fr`{6M'�'{tt",15.:1Y I GtF 4 Jw',Y'e�' ^u"l1 1 �;s 1111,�� I I t 1• °al I I NORTHWEST TESTING LABORATORIES,ES, I \CO 5405 N. Lagoon Avenue CONSTRUCTION tNSPECTION NONDESTRUCTIVE TESTING MATERIALS INSPECTION P.U. Box 17126 WELDING CCRTIFICATION ?' CHEMICAL ANALYSIS Portland.Oregon 97217-0126 SOIL TESTING PI YEICAL TESTING ASSAYING Phone:(503)289-1778 CONCRETE COMPRESSION TESTS " 1 �1- TESTED FOR: HL Green REPORT NO. : 97774 ° Si CAST BY: Rick Griesenauer SLUMP: 2 . 511 , PROJECT: Pacific Corp. Center PERMIT NO. : Bldg. 218 & 220 . ADDRESS: 15115 SW 72 DATE MADE: 11/15/89 ' Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE REBID: 11/3.6/89 x' 2, 500 psi, 3/411 MAX. SIZED n.GGREGATE SACK MIX ; ! t1� ADDITIVES: VR R SOURCE: Ross Island Sand and Gravel }, CONDITION OF STORAGE: ASTM t� TICKET NO. : T4-80563 AIR TEMP: 50R 'AIME: 12 : OOP CU. YARDS: 9 of 9 LOAD NO. : 1 CONC. TEMP. : 70° WEATHER: Cloudy % AIR: 4 . 5 LOCATION OF POUR: Footings at bu! Lding 218 B line 1 through 11 and C line ! 1 through 11 also 7 foctirgs building 220 . z Test weight Max. Load - lbs. Age Date Mark Pounds Load per ss ._in. Average _.'bested 11/22 28. 4 2300 7 days 11/22 28 . 4 2320 2310 7 days 12/13 28 days 12/13 28 days f If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-3.778 . Thank you. cc: HL Green NOV City of Tigard jj1.inc, '' Supplier 1 i I AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES.ALL REPORTS ARE SURMITTED AS TIE CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED FOR THE USE Or OUR CLIENTS ONLY NOOTHER PERSON i OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION TIFPEOF WITHOUT OUR WRITTEN AUTHORIZATION j 7 rl.li, .-....iaP"wry.lAK1�AlW%�A"k1hA'1uA+.N,+/'TYtal TIH 7111, .. r r , ., I MEMORANDUM City of Tigard, Oregon TO: Jerree Hrdina, Building Division Phyllis Harris, Finance/Accounting Bonnie Mulhearn, Planning Division r FROM: Laura Freeman, Mapping/Information Technician DAM October 12, 1989 RE: WCTM 281 12DB, TL 300 PacTrust buildings 218 & 220 Address assignments for the location(s) listed above have been Resigned by the engineering division. These addresses and as follows: Building 218 Building 220 7257 SW !Cable Ln 7233 SW Rable Ln Tigard, OR 97223 Tigard, OR 97223 The address of 7257 had been assigned in august of last year for fill work which has been completed on the site. i IA k i I I ym� • r� a MEMORANDUM b,. BUILDING DEPART'ANT TOs Planning Engineering ept. Respond Bye SSP FROMs For Your Information 4 DATBs /? �_ _Sign and Return SUBJECT I have been requested to issue a foundation permit for the above referenced project. Pleas let me know if this is possible, ASAP. 411 kym Approved_ Denied4�A*40 By s-- /lo [(_yyin MY F 3 6 —a s cis► �F�w 1 of I4 z p t . r .. ,v?. �,i u NV WeUA � < a MLU cm c a v Q G ac o Q N Z � r oYJowoa _ _ $ 0 N e i c uoAlood•!a _ ui r J_ MOO uoAIP3 v E m UOnwa Qwo p Epanel OBUD40 aioa 0E o � .. z 1>0 fJ ? A y i 1',9 Y '7l a' po}oonboa o6uo4a 94Da Q O ° r t aU xQ PoloAlul obucya c Jola W C a Jona 1 _ Q 3094S 113 _ Ll x ll 1 UOIGMa t l x z l 6 'ON '»1fIP3 uoloinoarot Tj c°i in N pi 'ON uopoouloodS jo 6ulIADJCI > (Poolnoa) MoN Q v � 1 c 0 JC I �J UON uopool;loodS � , All /bulMoJa 6ul;9lx3 a� r, I AL O I�V CIA r W H � xh v ; ys o T Q L Me cc p c cop W N Z co F— 3 _ _ _ Q z s a N ,o ao z C "Y uoploodald P6600 uoRIP3 �! E m U0.81Aaa GWa z' F- 11 (hao occ ponaal Obuo4o wp(i b E r E c o o o Po oonboM obu)40 %Da Q O L a. A9 Po?of3lul obu043 dr v C .Jew 0 a 0 .�.1.N ri •- O 1904S IlnA _ J U � tlxtl. - o � r uololnO?l ll x z l 6 I y 0 ryl1 r A♦ oN uoplP3 uololnON v m V/ C� C 'ON uopoal►IaodS (pOOInON) MON Q y r. 3 � ON uopooLAloodc ; o �✓ l6ulMoaa bui3olx3 1 WINr�l'�.jC•I I _\��rrrrrrrwrr.r�w i a FAcTRUST N ,a • OREGON BUSINESS PARK III a BUILDINGS 218 & 220 S.W. KASLE LANE TIGARD OREGON p 0 GENERAL NOTES & DETAILS ,D p92301 Q NN " WOODS ...� ! PORTLAND, OREGON c 51 �! v p OF 01'- MACKENZIE/SAITO & ASSOCIATES, P.C. 0690 SW BANCRUFT ST POPTLANn CPEGUN (503) 224-g57U Project 41 289391 AS REVISED FOR PERMIT 10- 10-89 AS FILED FOR BUILDING PERMIT 9-15-39 L� ± 9 K • 1 0 010.0 SUMMARY OF WORK The work under this contract/project is to include all the labor, materials, transportation, equipment, supervision, and services necessary for and reasonably incidental to the completion of all construction work in connection with the drawings and specificatinos. Interior tenant modification only; no structural work this permit. Occupancy: B-2 Number of Employees: III -N 01050 COORD t",A 11 ON The Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications as well as the physical condi tions , i of the site. Notify the A/E of discrepancies prior to start of work. .+ Contractor shall coordinate the work of all subcontractors to prevent duplication of effort and to ensure proper sequence of operations. i 01070 CUTTING AND PATCHING Patch and repair all existing work damaged by new work to existing condition ^w or new condition, whichever is appropriate. Replace all existing slabs and paving removed fur new construction. Remove, revise and reconnect all gutters, downspouts, radtidrains, and area •r, drains as shown and required. 01080 APPLICABLE CODES Applicable codes on materials and workmanship shall conform to the Uniform Building Code applicable State and Federal Safety Orders. All references to codes, specifications and standards shall mean and are intended to be the ! ' I latest edition, amendment and/or revision of such reference standard in effect. I 01400 TESTING LABORATORY SERVICES Owner will employ and pay for services of independent testing laboratory to r perform concrete test. Contractor shall cooperate and furnish tools, materials and assistance. j w -1- i MR7 cry A 01500 TEMPORARY FACILITIES Provide and maintain temporary facilities and controls required for proper ' performance of the work: w a. Temporary utilities such as water, electricity and telephone b Field offices and sheds AY.Y c. Sanitary facilities ,., d. Enclosures such as tarpaulins, barricades, and canopies. e. Environmental controls, such as dust, dewatering, weather and fire protection. Any work damaged by failure to provide protection above as required shall be 1,17 removed and replaced with new work at the contractor's expense. Maintenance and Removal : Maintain all temporary facilities and controls as long as needed for the safe and proper completion of the work. Remove all temporary facilities and controls as rapidly as pry J, :s of the work will permit, or as directed by the A/E. r i i 01600 MATERIAL AND EQUIPMENT r It is the contractor's responsibility to be certain that all equipment, products, and materials selected by him, or for him by his subcontractors or materials suppliers, conform to regdirements of 0e Drawings and h. Specifications. Appro,ai of manufacturer does not r•e Veve contractir of i responsibility for providing materials and equipment which comply with Contract Documents. I,. Qualifications of Manufacturer: Products used in the work of this Section shall be produced by manufacturers regularly engaged in manufacturer of similar items, with a history of successful production acceptable to A/E. `✓ Qualifications of Installers: Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and +•:ro are tcompletely familiar with the specified requirements and the methods n.,_ded for �-- proper performance of the work, Delivery, Storage and Handling: Deliver the work to the ,job site in such � I quantities and at such times to assure the continuity of the installation. Store units at the job site in a manner to prevent physical damage, and in a w•, manner to keep all markings visible. r Protection: Use all means necessary to protect the materials before, during and after installation and to protect the work and materials of all other trades. Manufactured articles, materials, and equipment shall be applied, installed, I connected, erected, used, cleaned, and conditioned as directed by the respective manufacturers, unles otherwise specified. ( -2- i { 01700 PROJECT CLOSEOUT Project Cleanup: Upon completion of the work, remove temporary buildings and H structures, fences, scaffolding, surplus matQrials and rubbish of every kind from the site of the work. Before acceptance, leave the building, interior II" finishes, glass, floors and ceilings brocn clean. Certificate of Occupancy: Subsequent to final inspection from agency having jurisdiction, accomplish necessary corrections and obtain, arrange, and pay for Certificate of Occupancy. Operation and Maintenance Manuals: Furnish thr� : (3) complete sets of manuals containing the manufacturer's' instructions for maintenance and operation of each item of equipment and apparatus furnished under the Contract and any additional data specifically required under the various sections of the tr, Specifications. Arrange the manuals in proper order, indexed and suitably bound. Certify by endorsement thereon that each of the manuals is complete and accurate. Assemble these manuals for all Divisions of the Work, review them for completeness, and submit them to the A/E. Provide suitable transfer cases and deliver the manuals therein, indexed and marked for each Division of the Work. Project Record Documents: As job progresses, Contractor, Mechanical, and Electrical Subcontractors for their work shall keep at project site an accurately marked job Set of Contract Documents showing all changes and deviations from original drawings. These shall be available to A/E. Accurate measurements of all underground services and utilities references to the building shall also be kept. These •ecords of buried utilities should note changes of directions and location by dimensions and elevations, as the utilit-,es are actually installed. Note: Above requirements shall not be ►.r construed as authorization to make . hanges in work or layout without definite Instructions in each case. ; Upon ;.ompletion of project and before final payment contractor shall transfer all changes and deviations indicated on the project set to a new set of sepia transparencies. After incorporating information, coir ractor shall then forward } to A/E the complete new set of Contract Documents covering all work including �1 his changes under this contract, showing all above information, changes and deviations from the original drawings. 02010 SUBSURFACE EXPLORATION A brief soils iniestigation report will be prepared for the site of this work. Soils Engineer or Independent Testing Laboratory will be. retained by the Owner to observe performance of work in connection with excavating, trenching, filling, backfilling, and grading. -3- -1111 .111 JAI. v c 3 r .w r 1. " .. .. 4m !' N Adjustment of Work: Readjust all work performer+ that does not meet technical or design requirements, but make no deviations from the Contract Documents r without spec; ric written approval from the A/E. 02102 CLEARING AND GRUBBING r SURFACE PREPARATION: � Demolition: Remove all existing paving,, concrete and organic material in areas shown to receive walkways, driveways, paving and buildings to ,a depth of 6". ■ Grubbing: Grub out all stumps and roots larger than 1-1/2" in diameter. Remove all scrap metal and all foreign materials. Disposal : Dispose of cleared and demolished material by stockpiling in areas indicated or hauling away from site. J ^`? 02220 EXCAVATING: Excavate for footing, foundations, slabs, pavings, and other improvements to sizes and levels shown or equired. Allow for form clearance and for proper compact-Ion of required backfilling material. r Al f,otinrls to bear on firm, natural , undisturbed soil free of organic maters l or on engineered fill. t. All soft, wet or so i of unusual condition shall be excavated to firm, natural, 4 undisturbed soil, and backfilled with specified fill materials. w' Contractor Inadvertent Overexcavation: Backfill and compact all overexcavated areas as specified for fill below, and at no additional cost to the Owner. w Excess, fill materials: All excavated materials not required for backfilling or other portions of the work, shall be removed from the site. i 02225 FILL AND COMPACTION: Filling: After subgrade compaction has been approved by the A/E, spread approved fill material in layers not exceeding eight inches in uncompacted thickness. i { Compaction: Areas beneath floor slabs, walls, paving and foundations shall be compacted to a dry density of 95 percent of the maximum dry density. 'The water content at the time of compaction should be within (plus or minus) three ; percent (3%) of optimum. E -4- 5 " v � '+ 1 a Adjustment of Work: Readjust all work performed that does not iraet technical or design requirements, but make no deviations from the Contract Documents without specific written approval from the A/E. A� 02102 CLEARING AND GRUBBING rJ' SURFACE PREPARATION: Demolition: Remove all existing paving, concrete and organic material in areas shown to receive walkways, driveways, paving and buildings to .a depth of 6". Grubbing: Grub out all stu;,,;s and roots larger than 1-1/2" in diameter. Remove all scrap metal and all foreign materials. Disposal : Dispose of cleared and demolished material by stockpiling in areas indicated or hauling awa;; from site. 02220 EXCAVATING: EJ Excavate for footing, foundations, slabs, pavings, and other improvements to sizes and levels shown or required. Allow for form clearance and for proper compaction of required backfilling material. ~+ All footings to bear on firm, natural , undisturbed soil free of organic ma':erial or on engineered fill. All soft, wet or soil of unusual condition shall be excavated to firm, natural, undisturbed soil, and backfilled with specified fill materials. Contractor Inadvertent Overexcavation: Backfill and compact all overexcavated areas as specified for fill below, and at no additional cost to the Owner. Excess fill ,materials: All excavated materials not required for backfilling or other portions of the work, shall be removed from the site. ,r- W 02225 FILL AND COMPACTION: Filling: After subgrade compaction has been approved by the A/E, spread i approved fill material in layers not exceeding eight inches in uncompacted I thickness. Compaction: Areas beneath floor slabs, walls, paving and foundations shall be compacted to a dry density of 95 percent of the maximum dry density. The water content at the time of compaction should be M thin (plus or minus) three r ., percent (3%) of optimum. ft:M -•4•- :q w 01m 11 Ati, ' r. Pl. � ++Y Backfill materials: Selected natural fill material from on-site excavation or off-site borrow, shall consist of the following or a blend thereof: (well- graded granular pit run, or bank-run sand, and/or gravel ; small cobbles up to 1}" in maximum size with not more than ten percent (10%) of fines passing through a No. 200 sieve, or approved on-site excavation materials. Under slab granular fill shall be a 6" layer of compacted 3/4" minus crushed rock containing lerss than 5 percent fines passing the No. 200 sieve free of c,ganic material. Backfill lifts: Place layers in maximum 8" thick lifts. Compaction standards: All compaction based on AASHTO Standards T-180. 02210 GRADING: Rough Grading: Bring all finish grades to approximately levels indicated on Drawings. 0,3re grades are not otherwise indicated, finish grades are to be same as adjacent sidewalks, curbs, or the obvious grade of adjacent structure. Grade to un',form levels or slopes between points where grades are given. Round J off surfacF,s, avoid abrupt changes in levels. Rough grade to allow for depth ' of concrete+ slabs, walks, and their gravel bases. Grade for paved drives and paved parking areas as indicated and specified herein and provide for surface drainage -,s shown, allowing for thickness of surfacing material . Finish Grading: At completion of job and after backfilling by other crafts has been completed, refill and compact areas which have settled or eroded to Mr bring to final grades. Grading Tolerances: Rough grade: building and paving areas - plus or minus 0.1 fout; Finish Grade: granular cushion under concrete slabs and paving, plus or minus .01 foot. 1 02612 Psphaltic Concrete Paving Comply with "Asphalt Paving Institute of Oregon" recotmiended design and ff� construction procedures, latest edition. I . 3- Work in public right-of-way: Comply with APWA Oregon Chapter requirements. Patch and repair of streets: Comply with local governing municipality or county, or State agency standard specification for streets and roads. i 02618 PAVEMFT MARKING I Cleaning: Sweep and clean surface to eliminate loose material and dust. i Striping: Apply 4" wide parking and directional lines where shown. Use Rodda Paint "o. No. 671, White. i -5 . A MAr r : w R ..r ,r r `,1 i41�4 � i ,i r !�+ Apply paint with mechanical equipment to produce uniform straight edges. Apply in one coat at manufacturer's recommended rates. 02620 CURBS Provide machine extruded curbs of types, shape and dimensions indicated. Concrete to be special no slump design for use in extruding machine. Provide cold joints every 20'-011. r r-` Bond curb to asphalt with "epoxy resin" continuously along length of curb. Immediately upon completion of curb, spray with liquid membrane curing compound. Final curb should be uniform, dense, free of sags, lumps, honeycombing, or other irregularities, At contractor's option, pre-extruded sections may be used at 90° cerners or l.. short lengths of run. Curbs in Public Right-of-Way: Comply with Public Works Department having j jurisdiction for all construction in public right-of-way. e 031.00 CONCRETE FORMWORK Design of formwork is the Contractor's responsibility, Standards: Comply with all pertinent provisions of ACI 318. r Formwirk in accordance with ACI 341. aDesign, erect, support, brace, and maintain formwurk so that it will safely " { support vertical and lateral loads that might be applied, until such loads can I be supported by the concrete structure. s Construct fornnvork so that concrete memhers and structures are of correct size, shape, alignment, elevation and position. ' Provide shore and struts with positive means of adjustment capable of taking nup formwork settlement during concrete placing operations, using wedges or 9 jacks or a combinatior. thereof. Itf Support form facing materials by structural members spaced sufficiently c'ose to prevent objectionable deflection, 4 Fit forms placed in successive units for continuous surfaces to accurate alignment, free from irregularities, and within allowable tolerances. J -6- ; d t, d N. I 4 Provide formwork sufficiently tight to prevent leakage during concrete placement. Solidly butt joints as required to prevent leakage and fins. 4..� Installation of Embedded Items: Se} and built into the work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast-in-place concrete. Use setting drawings, diagrams, -; instructions and directions provided b suppliers of the items to be attached thereto. Edge forms and screeds trips for slabs: Set edge forms or bulkheads and intermediate screeds strips for slabs to obtain required elevations and contours in the finished slab surface. Provide and secure units to support types of screeds required. Cleaning and Tightening: Thoroughly clean forms i and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt and other debris just before concrete is placed. Retighten forms immediately i . after concrete placement as re;uired to eliminate mortar leaks. r Removal of Forms: Forms to remain it place until concrete can safely support its own weight and load thereon. Contractor is responsible for form removal and any resulting damage. Repair or replace damaged work as directed at no a additionzl cost to Owner, 03200 CONCRETE REINFORCEMENT The tern. "reinforcement" includes all reinforcement needed for concrete indicated on the drawings or required for a comdlete operable facilit Reinforce all concrete unless specifically noted uther:rise on the drawings. If no reinforcement is shown, contact A/E for requ4r-ements. 1 Comply with CRSI "Manual of Standard Practice ACI 318". r . Reinforcing Bars: All bars for reinforcement shall be detirmed, intermediate grade steel conforming with "Specifications for Billet-Steel Concrete Reinforcing Bars", ASTM A-615 and Supplement #1, Grade 60 unless specifically noted as Grade 40. Steel Wire: Comply with ASTM A-82. i Chairs: All chairs and bolsters to bE plastic or plastic tipped. General : Fabricate reinforcing bars to conform to required shapes and dimensions, with fabrication tolerances complying with CRSI Manual . 'n cast of fabricating errors, do not rehend or straighten reinforcement in a manner that will injure or weaken the material . j Submit shop drawings for A/E review. G I , ti -7- r ` (r II 03300 CAS"f-IN-PLACE CONCRETE r Codes and Standards: ACI 301 "Specifications for Structural Concrete for Buildings" I� ACI 305 "Recommended Practice for Hot Weather Concreting" ACI 306 "Recommended Practice for Cold Weather Concreting" ASTM C94 "Standard Specification for Ready Mixed Concrete" i Mix Design: Prepare design mixes for each type of concrete. Proportion mixes by either laboratory trial batch or field experience methods, using materials i to be employed on the work for each class of concrete required. Furnish 17certified reports of each proposed mix for each type of the work of this Section. 3,000 psi concrete minimum 51 sack mix. M Concrete Strengths: i Footings and Foundations: f'c = 2500 psi at 29 days, slump 4", slump tolerance plus 1", minus 1" Floor slabs: f'c s 3000 psi at 2.8 days, 4" slump, slump tolerance plus 011, minus 1" Walls: f'c = 3000 psi at 28 days, 4" slump, slump tolerance plus 011, minus 1" Cement: Standard brand of Portland Cement per ASTM C-150, Types I or II at contractor's option. Use only one manufacturer's standard brand, type and Igrind ihroughol:t all wcrk of a particular type. Wate. : Clean, potable, fresh, and free f; om injurious amounts of oils, acids, alkal''Is., organic materials or other h, ful substi,nces. I Admix.tuires: (agents shall both be from the same manufacturer) . Air entraining agent: Per ASTM C-260. Water-reducing agent: Per ASTid C-494, Type A, containing nj calcium chloride or other accelerating or retarding agents. Fly ash prohibited. Aggregate: Comply with ASTM C-33. Floor Slab Hardener/Dustproofer: At contractor's option. Ensure compatibility with final finishes. 3 f 03411 PRECAST CONCRETE WALL PANELS fConcrete in ai..cordance with Section 03300, Cast-in-Place Coiocret.e, f'c = 3000 $ psi at 28 da��s maximum slump 311; slump tolerance plus 11 , minus 1M. f Concrete to reach FO% of 28 day strength at 7 day test break or be subject to � a 1 immediate rejectio, f -Ei- Reinforeemen�: In accordance with Section 03200, Concrete Reinforcement Bond Breaker: At Contractor's option, ensure compatibility with final floor surfaces and finishes. ,.� Submit shop drawings for A/E review; include inserts, anchors and embedded items; ledgers and ledger bolting; dimensions; reveals; re:nforcing size and spacing and arrangement; erection drawing showing panel locations. t Coat all welded connections embedded in earth or below slab with butiminous 1 paint prior- to backfilling. 05400 LIGN'T GAUGE METAL FOMING Design of framing members shall comply with AISI Cold Formed Steel Design Manual. Provide 31 or 3-5,18" 25 gauge punched C studs with stiffened flange unless noted otherwise,. Steel framing members: Comply with ASTM C-645 "Nonload (Axial )" Bearing Steel Studs, Runners (Trick) and Rigid Furring Channels for Screw Application of Gypsum Board". Installation of framing: Comply with ASTM C-; 54 "Installation of Framinq Members to Receive Screw Attached Gypsum Wallboird, Backing Board or Water Resistant Bat:king Board". l Materials: Comply with ASTM A 446-72, Grade C (minimum yield strength 33 ksi) galvanized in accordance w'th ASTM A525 light commercial quality. 05500 METAL FABRICATIONS General : All structural steel shall be detailed, fabricated and erected in accordance with AISC manual , latest edition. Structural and Miscellaneous Metal : ,4 All steel plates, flat bars, and structural sections shall be ASTM A-36 unless noted. All pipe columns ASTM A-53, Type F, Gr,.de B. All bolts ASTM A-307. Tube sections ASTM A-501, 46 ksi. I All steel to have one shop coat or to be galvanized if noted. � -g_ z iiiiiiiiii0i WOO to u r el I ,yam i IIr"1 "j All steel embedd,d in gravFl, rock, and/or earth to be coated with asphalt. All welds with E70XX electrodes per AWS Standards by certified welders. 1/4" I + fillet tip welds unless noted otherwise. All base plates, bolts, and columns embedded under slab must be coated with r bituminous paint prior to backfilling with concrete. Submit shop drawings for (( A/E review. 06100 CARPENTRY Codes and Standards: Ail lumber and plywood to be grade trademarked in accordance with one of the following agencies: West Coast Lumber Inspection (~ Bureau (WCLIB) "Standard Grading Rules for West Coast Lumber".. Western Wood Products Association (WW'PA) "Greding Rules for Western Lumber"; American Plywood Association (APA). Lumber: Comply with P.S. 20 Douglas Fir S4S. pY 9 Plywood: Comply with PS 1/ANSI 199.1 or APA's performance standards. Species and Grades: Plates, blocking, bridging and ledgers: Douglas Fir #E2 or better Beams and purlins: Douglas Fir #E1 or better Subpurlins: Douglas Fir #E1 or better, f'b = 1750 psi Studs: Douglas Fir construction or Fetter Roof sheathing: 1/2" Sturdi-Wood, ac manufactured by Mills Alberta, Canada Pelicana a, Ca a Pressure Treatment: All wood in permanent contact with concrete to be pressure treated with a water borne preservative in accordance with Standard Specification for Treatment of Timber Products, ASTM Designation D 1760. Moisture Content: Purlins: "S Grn" maximum moisture content 24%; All Other Lumber: "S Dry", maximum moisture content 19%. 44 Framing Connectors and Supports: "Simpson Strong Tie" or approved. Powder Driven Anchors: Omark }" shank H95, part #47095. INSTALLATION: 1, Discard u,iits of material with defects which might impair glaality of work, and units which are too small to use in fabricating work with minimum ,joints or optimum joint arrangement. 2. Set carpentry work accurately to required levels and lines, with members plumb and true and accurately cut and fitted. 3. Securely attach carpentry work to substrate by anchoring and fastening as shown and as required by recognized standards. Countersink nails heads on exposed carpentry work and fill holes. 10- 0 I { ar t I t 4. Sto p g: rk ilin Stockpile all materials sufficiently in advance of need to P ensure their availability in a timely manner for this work. 5. Finish all bearing surfaces on which structu al members are to rest so as �. , to give sure and even support. Where framing members slope, cut or notch the ends as required to give uniform bearing surface. 6. Do not notch, bore, or cut members for pipes, ducts, conduits, or other (~ reasons except as shown on the Drawings or as specifically approved by the A/E, 1. Bolting: Drill holes 1/16" larger in diameter than the bolts being used. Drill straight and true from one side only. Bolt threads shall not bear on wood. Use washers udder head and nut where both bear on wood; use washers under all nuts. I 8. Screws: For lag screws and wood screws, pre-bore holes same diameter as l root of thread;, enlarge holes to shank diameter for length of shank. Screw, do not drive, all lag screws and wood screws. 9. Nailing: ?: a. Nailing Schedule: In accordance with Table 25-Q, Uniform Building Lj Code, latest edition. i). Use common wire nails., except as otherwise indicated. Use finishing nails for finish work. Select Fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; predrill, as required. WOOD GROUNDS, NAILERS, BLOCKING AND SLEEPERS: f 1. Provide wherever shown and where required for screeding or attachment to other work , f=orm to shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved. ?. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise shown. Build into masonry during installation of masonry work. Where possible, anchor to formwork before concrete placement. 3. Provide permanent grounds of dressed, preservative treated, key-bevelled lumber not less than 1-1/2" wide and of thickness required to bring face AL of ground to exact thickness of finish material involved. Remove temporary grounds when no longer required. WOOD FRAMING, oENERAL: 1. Provide framing members of sizes and on spacings shown, and frame openings r' as shown, or if not shown, comply with recommendations of "Manual for House Framing" of National Forest Products Association. Do not splice structural members between supports. 2. Anchor and nail as shown, and to comply with "Recommended Nailing Schedule" i of "Manu,?1 for House Framing" and other recommendation of N.F,P.A. and Table 25-Q of the latest edition of the Uniform Building Code. 3. Firestop concealed spaces with wood blocking not less than 2" thick, if not blocked by other framing members. Provide blocking at each building stere level and at ends of ,joist spans. } f a,... .. � I ' • Cx�'1' '�. i,St„ ,. s r ti �AY�i�`;.SN: "1hki' h t�'kl.,,r '�` r�� � ri 1t, r 1 s. i. I _.i BLOCKING: (^ Install all blocking required to support all items of finish and to cut off I all concealed draft openings, both vertical and horizontal between ceiling and f l o.,r areas. Install solid blocking between ,joists at all points of support and wherever � ~ sheathing or flooring is discontinuous. G I Wood fire-blocking, when of wood, shall be two inches (nominal ) -in ttlicknpss f' by the full width of the opening being blocked, Fire-block: �~ a. in all stud walls at ceiling and floor levels. b. In all st;.d walls, including furred spaces, so that the maximum dimension of each concealed space is not more than eight feet. c. All other locations where openings could afford passage for rodents or flames. i Stud Framing: General : Provide stud framing where shown. Unless otherwise shown, use 2" x 4" wood studs spaced 1.6" on center with 4" face perpendicular to direction of wall or partition. Provide single bottom plate and double-top plates 2" thick by width of studs; except single top plate may be used for non-load-bearing ` partitions. Nail ur anchor plates to supporting construction, Construct corners and intersections with not less than 3 studs. provide miscellaneous 'blocking and framing as shown and as required for support of facing materials, fixtures, specialty items and trim, j a. Provide continuous horizontal blocking row at mid-height of single- store partitions over 8' high and at midpoint of multi-story partitions, using 2" thick members of same width as wall or partitions. Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to wid 0 of studs. Set headers on edge and support on jamb studs. s a. For non-bearing partitions, provide double-,jamb studs and headers not 1 less than 4" deep for openings 3' and less in width, and not less than 6" deep for wider openings. b. For load-bearing partitions, provide double-,jamb studs for openings 6' and less in width. olid triple-,jamb studs for wider openings. Provide headers of depth shown, or if not shown, provide as recommended by N.F.P.A. "Manual for House Framing". �. — - Ceiling Joist Framing: Provide member size and spacing shown, and as previously sped a or Joist framing. . w 'tea b v C Installation of P1 ood: Comp Ywith applicable recommendations contained in � Form No. Design/Construction Guide - Residential and Commercial", for types of plywood products and applications indicated. �h 06180 GLUE LAMINATED BEAMS ' Fabricator: Glue laminated beam fabricator shall be approved and licensed by American Institute of Timber construction (AITC). Prior to deliver of glue laminated beams to job site, deliver to the A/E "AITC Certificate of �'.. Performance" covering the products furnished. a Manufacturer: Comply with ANSI/AITC A190.1 - 1983. ' f'b = 2400 psi All f'c = 450 psi f' = 165 psi Camber: See Framing Plans Exterior Glue Industrial Appearance Grade Top tension laminations or cantilevered beams Submit shop drawings for A/E review 07200 INSULATION Insulation of Roofs: 31" faced batt or blanket at building roofs. Characteristics of vapor barrier or facing material flame spread maximum 25, smoke den ;ity not to exceed 450. Installation of Insulation: Provide insulation in widths as required for tight fit between framing members. Fully insulate the indicated areas, including 7 all small areas between closely fittinq members. Do all end matching neatly and with all ends joined or overlapped. Foil face to interior of building. Cut and fit insulating batts around pipes, conduits, and outlet boxes as necessary to maintain the integrity of the building. Tape ruptured vapor barrier using adhesive tape �-ecommended by manufacturer. Longitudinal .points or splices within individual framing space prohibited. Banding marks on insulation ii exposed areas prohibited, Do not install insulation in roof until building has achieved operating temperature for two x' weeks, roof membrane in complete and moisture content of roof structure members is 15% or less. Suspend batts between subpurlins at roof, support batts with ® 1P wide plastic banding at 2'-0" on center stapled to underside of each subpurlin with 15 gauge staple. Banding to be on continuous rolls starting I,- 0" from and parallel to purlins. ,a -13- 71. 13-.. i ifs r 07500 MEMBRANE ROOFING Comply with pertinent sections of the National Roofing Contractors Association fy) (NRCA) "Roofing and Waterproofing Manual". `-� Installation including details for roof edge conditions, flashings, roof penetrations, etc. in accordance with Primary Roofing Manufacturer's requirements. Submit manufacturco 's details and installation specifications -, prior to start of work. Roof Membrane: Provide minimum U.I.. Class B specification with FM I-60 Class attachment to roof deck. Roof membrane to consist of base sheet, two felt plies, and mineral cap sheet. Submit certification of UL system and approved I I-60 attachment. Accepted Manufacturers: Owens Corning Fiberglas, Johns Manville, Conglas, or approved substitution. Guarantee: As a condition of acceptance, deliver to Owner a written guarantee signed by the Contractor and the installing subcontractor agreeing to maintain the roofing and flashings in a waterproof condition for at least two years following installation, and without additional cost to the Owner. During the maintenance period the General Contractor and the roofing installer agree that within 24 hours of notice from the owner they will inspect and make immedi::te emergency repairs to defects or to leaks in the built-up roof system and related metal work. They further agree that within a reasonable time they will restore 1 the affected items to the standard of the original specifications. Ali emergency and permanent work during the life of the agreement to maintain built-up roof system will be done without cost to the owner, except in the event it is determined that such leaks were caused by abuse, lightning, hail IN storm, other unusual climatic phenomena of the elements, or failure of related work (except related roof metal work included under the agreement) installed by other parties. Agreement to maintain roofing system shall be in written form acceptable to owner. 07600 FLASHING AND SHEET METAL All work shall comply with applicable portions of the Architectural Sheet Manual of the "Sheet Metal and Air Conditioning Contractors Association, Inc." (SMACNA) latest edition. Provide all necessary mechanical fasteners and accessories for complete installation. Flashing: 24 gauge prefinished galvanized sheet metal in accordance with ASTM A-526 for all items unless indicated otherwise. 1,7 Gutters, Scuppers and Downspouts: 24 gauge galvanized sheet metal per ASTM A-526. Provide removable bird screens at downspouts. 4 4+Y j -14- , r I w rt Reglets: Fry Reglet Corporation, Glendale, California, with counter flashing and miscellaneous framing anchors of type best suited for intended use. 07900 SEALANTS AND CAULKING 4 Scal of caulk joints between dissimilar materials for watertight seal. Provide � watertight caulked joints At all building exterior locations whera possible water penetration through joint may occur. E' Polysulfide Sealant: Sonolastic two part as manufactured by Sonneborn Contech, Thorospan S as manufactured by W.R. Grace and Co. , or approved substitution. Material of two-part type shall be in gun grade consistency and in standard r colors as selected from the manufacturer's palette. Foam Type Premolded Filler Gasket in cord, strip or other section as shown: 3 Similar to Dow Chemical Ethafoam, in natural color closed cell polyethylene ¢ I foam- prcvl , in sizes as required for secure gasket position in indicated joints. 08100 HOLLOW METAL DOORS AND FRAMES Doors and frames in accordance with Standard Steel Door Institute (S.O.I.) recommendations, S.D.I. 100-78. Doors: 1-3/4" full flush, fabricated from two sheets 18 gauge steel with no visible seams on either face. Doors shall be reinforced stiffened, insulated, sound deadened. Doors shall be bonderized and finished as standard one-coat baked-on prime coat. Provide top caps on exterior doors. Frames, Exterior: Full welded type fabricated of 16 gauge cold rolled steel. - , Frames to be thoroughly degreased and cleaned of all imperfections before paint{ng. All frames to receive factory coat of rust inhibitive primer baked rin. 4 Acceptable Manufacturers for drywall frames Empac, Timely, Redi-Frame. Hardware: Reinforce, drill and tap doors and frames to receive mortised hinges, locks, latches, flush bolts and concealed closers as requireu. Hardware r preparation in accordance with S.D.I. 107. Contractor to drill and tap for surface applied hardware in accordance with S.D.I. 107. Provide the following typical hardware at exterior hollow metal exit doors: 1# pair butt hinges with NRP option 1 closer 1 exit lockset 1 threshold weatherstvi ppi ng Submit shop drawings for A/E's review. -15- r E �3, f 08360 OVERHEAD DOORS Provide steel sectional upward acting vertical lift overhead door of sizes indicated. r,. Doors shall be manually operated on helically wound torsion type spring, minimum 24 gauge slats, manufacturer's standard 3" track. i Accepted M?nufacturers: Crawford, Overhead Door Corporation, Kinnear. s �J Submit shop drawings for A/E's review. 08710 FINISH HARDWARE Provide all architectural hardware as specified. This specification is not �_. to be construed as quantitative nor complete in every detail . It is the suppliers responsibility to furni;h all items classified as architectural rhardware and necessary to complete the construction as shown on the drawings Wnere doors require a UL label for fire rating, all hardware applied to that door shall comply with that rating. Doors installed for smoke protection shall receive hardware as recommended by the NFPA or as approved by Underwriters Laboratory. ' E ' Submit three copies of Finish Hardware Schedule for A/E review. Provide hardware in US 10 (Satin Bronze Finish) of the following manuf-cturers: Hinges Lawr_nce, Stanley, McKinney F Locksets/Latchsets Schlage, Plymouth A Series Closers LCN, Norton, Reading Stops Ives 9 Install all finish hardware in accordance with manufacturer's recommendations # in standard location. ' Coordinate keys and keying Nith lessee prior to ordering hardware. Provide two keys per lock. 08800 GLASS AND GLAZING (FUTURE) All glass to conform to latest edition of the Uniform Building Code, Chapter 54. r -16- 1 r ` Glazing in accordance with FGMA, AAMA and SIGMA recommendations. Tempered Glass: Provide tempered glazing in doors, entrances or other traffic n' areas in accordance with locations defined in U.S. Consumer Product Safety Commission Standard 16 CFR 1201 CI and CII. Provide label on each piece showing Xx�,'. compliance with ANSI Z-971.1. Manuf2cturer of Insulating Glass: A firm recognized and experience in the y` ' producf.lon of hermetically sealed glazing units, which warrants its products against failure of the seal and other material and workmanship failures. k Provide glass relites and window lights as indicated. Plate or float glass in accordance with Federal Specification DO-G-451, Type I, Class I, Quality Q 3. 1 Iq Tempered glass DD-G-1403, Kind FT, Condition A, type I, Class I, quarter inch thick. Preparation and glazing shall conform to applicable recommendations in the FGMA Glazing Manual and Glazing, Sealing Systems Manual. Fj i Thoroughly clean all Class surfaces. Remove labels, paint spots, putty and other defacements. Replace broken or uefective glass prior to turning the project over to tenant. x. Color selections of glass by Owner. 09250 GY PSU!4 BOARD ° ^' Gypsum Wallboard: Comply with ASTM C-36. u , , Provide gypsum wallboard in maximum length to minimize butt joints. 5/8" thick rJ � in all locations with tapered edges. >q, Provide 5/8" type X at rated walls. l� Provide 5/8" water resistant gypsum board in toilet room walls. Install gypsum board in accordance with ASTM C-840. Provide metal corner bead ' at interior and exterior corners and metal edge bead wherever gypsum board abets dissimilar materials. Provide light orange peel texture on all gypsum board surfaces. -17- ., 6. 4'.�ny'V 4Mj y'K,�W`fy'�L, J` r•ur.�:lt'..+41 .. .�yW�M Y&.'�" ^WI�FA�1 ;. 4p, '1 .rMr4r'-''74� i I tYC '�,T� M � r .. � (tSa � ,c•�<r is x F d.,. .,,. :ntA�i'"`f" �„ �•v 09900 PAINT ' All work shall be in accordance with pertinent recommendations of the painting specification manual for the Pacific Northwest as published by the Painting, � and Decorating Cont.-actors of America. s w Provide a sample of each paint type and color on an 8V x 11" cardboard surface for review by A/E. Manufacturers acceptable for paint: Sherwin-Williams, Miller,. Rodda. ' , Apply all paints in strict accordance with manufacturer's can label regarding coverage, thinning and drying times. Where surfaces require more than one coat of paint, provide all coats by single manufacturer. 1 15010 MECHANICAL FF 8y separate permit. r It is the General Contractor's responsibility to insure that all electrical connections or mechanical systems are provided by electrical subcontractor. Codes: Make installation of all items in complete accordance with all codes or regulations set forth by state and local authorities. In case drawings or specifications conflict with code requirements, the code governs. However, the specifications are to be considered as minimum. HVAC contractor shall submit drawings showing unit heater locations, roof mounted units, duct work, thermostat locations, etc., plus fixture manufacturers and catalog numbers and c5ts. Submittals shall be approved by A/E prior to start of work. Guarantee reply:ement, at no cost to Owner, of all faulty materials and workmanship and pay for any damage to other work resulting therefrom. Period F ' of guarantee to extend one year from date of acceptance of installation by owner. Owner, or his representative will give notice of observed defects with reasonable promptness. Make one complete set of "as installed" drawings and return to the A/E. Keep "as installed" drawings clean, undamaged and up to date as work progresses. i Accurate indicate depth of all buried piping and location of cleanouts. Locate all buried or concealed piping by actual dimensions from walls, centerlines, etc. If "as installed" drawings are not correct, mechanical subcontractor is responsible for costs of future "prospecting" for lines not installed as shown. s -18- ;3 The location of all utilities indicated on the plans is, taken from the existing public records. The exact location and elevation of all public utilities must be determined by the contractor. It shall be the duty of the contractor to ascertain whether any additional facilities other than those shown on the plan may be present. Call to the attention of the A/E any error, conflict or dis{;repancy in plans and/or specifications. Do not proceed with any questionable items or work i until clarification of same has been made. Sipplementary ietails and plans f may be supplied as required and they will become a part of the contract documents. „A 15400 PLUMBING i All plumbing shall be done under permit obtained separately from this permit. t � All storm and sanitary sewer connections Pnd work shall conform to all applicable codes with appropriate inspections. d All potable water shall be adequately protected from sources of contamination. F{k , Utility Connections: Plumbing subcontractor is responsible for all plumbingr,l?` utility connections complete; contact local serving utilities to determine conditions involved and make or arrange to have connections made at the proper time. Water Service: Verify existing water line size and location. Check water pressure before starting work. ' Waste: Connect to or arrange for connection to available sewer. Verify depth, size and location before starting work. i Raindrain: Discharge to available drainage as indicated on drawings. Verify - depth, size and location before starting work. i 1 , 15500 FIRE PROTECTION i Provide 100% fire sprinklering per NFPA pamphlet #►13 (latest edition). By separate permit from Fire Marshal having ,jurisdiction. � Sprinkler heads not to occur at grid lines. Align head symmetrical about grid lines to accommodate future tenant separation walls at grid lines. 100% sprinklering to be maintained. ;;m tractor qualifications: Contractor for the fire protection installation shall be regularly engaged in the installation of automatic fire sprinkler i systems, and employ workmen experience and skilled in this trade. } -19- '2 19- i "k b f 7! r �1 i�. =77 Governing Agency: All work in accordance with, an to be accepted by, the Insurances Services Office of Oregon and Fire Marshal State of Oregon, hereafter referred to as the governing agenzy, and designed to comply with the latest issue of NFPA Pamphlet 13. 16010 ELECTRICAL Electrical contractor shall submit drawings showing electrical wiring diagram, service panel , lighting layout, and catalog cuts of all fixtures for A/E's Mj approval prior to start of work. It is the General Contractor's responsibility to insure that all connections 1 and conductors for mechanical systems are provided by electrical subcontractor. ! Work Included: The work to be performed includes furnishing and design, all labor, materials, equipment and services necessary to construct and install tfr w. the complete electrical system as indicated. Codes: Make installation of all items in complete accordance with all codes or regulations set forth by State and local authorities. In case drawings or specifications conflict with code requirements, the code governs. However, the specifications are to be considered as minimum. Obtain and pay for all I permits, licenses and taxes applicable to this wurk as required by law. Guarantee replacement, at no cost to owner, of all faulty materials and workmanship and pay for any damage to other work resulting therefrom. period of guarantee to extent one year from date of acceptance of installation by owner. Owner, or his representative will give notice of observed defects with reasonable promptness. Mercury lamp replacement from burn out to be 90 days after final acceptance. Ballasts shall be guaranteed against noise and de 'ects with replacement up to twelve (12) months after final acceptance. -� 16740 TELEPHONE � Coordinate installation of telephone service with local utility. Provide all required conduit and service board for complete installation. Wiring by utility. Hl i -20- 1 a E r 1 Z -4" X 2�-4. x2 G.I. CvIZATF— '/ -HINGE[ TRAP (4) YZ� HOLES EA. CAULIG PIPE +NTO FAGS 42 MAOM COURSE HUt3 LEVEL '1 e fn e , ( oO O O ro e0 Z y' f 7 W d q of PIPE SIZE SLOPE i tl I VAFRIE'3 SP- PLANS NO TE I) MIN. Ze-e CO VER C- ALL CONST. ASPNAL.-f EMULSION +t; PIFs IN VINE AREQAS. COATED INSIDE 4 OUT 4 LYNCH TYPE CATCH BASIN ft_Or 21"Ota w` OR EgUAL. ty;{, .rJ . I I U MP ©FrAI L, RMS10 S Oregon Business Park III .y Building 218 & 220 PacTrust --- CAn xamm 289391 MACKEWIVSAITO a ASSOCIATES.P.C..OREGON 08W SW BANCROFT ST.•P0.Box 69099 POATLANO.OREGON 97201-0099•ISM)221.9S70•FAX(SM)228•t28S O p" '11' CL ME 41 wN. �: FIJI i+p9ffi (I 1 1 • oil ! j r I Jws, Leo Ccum NAM" a" f �-•, f' ,. ; . STAN ARD COVER ELAN VIEW SE _ � 1 _— f k. Imoft .L -- ulKAra aI vE>Irt Ir S ,.. _ . •art"•. FRAME 81 COVER I od 7t' i b MANHOLE NOTES, I. GROUT JOINTS WITH RAM—NEK GROUT OR EQUAL 2.FORM GROOVED INVERT AND MAKE SURFACE SMOOTH TO DIRECT FLOW. &PROVIDE ." OF 3/4"-0 AT SO% COMPACTION AT SASt. 4.I1F POURED CONCRETE SASE, 5 SACK MIX, 2500 P.S.I. AT 20 DAYS. COVE `�op �41 REVISIONS r Oregon Business Park III By Building 2 ,18 & 220 PacTrust DATE ""a 289391 MACIMMEMAIM&ASSOCIATES,P.C..OREGON 0090 S.W.BANCROFT ST.•P0.BOX 59099 I PORTLANO.OREGON 922 14=1•ISM)224.9570+FAX(503)226.1265 r k 0 I�-O" _I , r 6 .y PLAN F r r . ' LE/WOUT FRAME S' COVER II ml W. COVER IF CLEANOUT IS 5UIZIED 4le MLSOw -TC 45� WYE LINE ELF-wrION 3. LCA�J STA RMSIONS ��) , Oregon Business Park III �Y Building 218 & 220 PacTrust DATI -- �„ 289391 MACKENZEIMTO&ASSOCIATES.P.C..OREGON MKT. OM s.W BANCROFT St.•P.o.BOX e9M O PORTLAND.OREGON 9T2010009-(SM)221.9570•;AX(SM)228.1285 L �y ►.a Y �- .....,s•awkrryktiF. ,i PARKING AKEA LMID5CAPEDiA_ILEA TYPICAL MVEMENT -SECTION a ain SPEWICATIONOOV,1% r::::..•.•. ...., .,. 111 It/t"-O"CKU9HED A4G. COMPACTED TO N ryl ...i qdT. OF THE awp PROCTOK NWIMUMI CRY PENSITY NATIVE 15ACKFILL COMPACTED i TO 85 96 OF STD. PROCTOR `'-b II/:!-d'GWSHED AGS►. 6AGU"ILL ! MAXIMUM PKY PENSMY C01d pACT ED TO 907. OF ISTD. w 1!1 9 PROI:TOR MAXIMUM DRY DIT EN5Y w ; I11 ILI 4*0 !0 lei �1 II 3/41-O' CKUSHED AGG. 15EDDING II 'w� III N AND 15ACK,FILL ILI cI i SEE PLAN FOR PIPE SIZE j iIl —ur= 1-) PIPE I.O t I,- TRENCH =TRENCH DETAIL GD NT5 JO REVISIONS Oregon Business Park III By Building 218 & 220 PacTrust a _ MACKDOIDSWO&ASSOCIATES.P.C..OREGON M"M289391 O690 S.W.BIANCROFT ST.•PD.9Ox 89039 off. OF PORTLAND.OREWN 9T201-0039•ISM)224.9570•FAX ISO:!)228.1285 iY K Y �R MODERN MUELLER CENTURION OR 1=0• BEHIND BACK FIRE HYDRANT A•442 ••MJ 0 Of WALK B 1/40MYO• ! PORT, 1 1/2• PENT OPR. NUT OPEN LEFT, COLOR: YILLOW fn VALVE BOX SIDEWALK EXTENSION &"OR LESS M C. +� • s • �+•� M I MJ MJ HYDRANT OUTLET SAT[VALVE MAIN M/MJiFL4 COVER ROCK i TEE (SEE PLAN) •/TAR PAPER BEFORE BACKFILL s HOLDIN• SPOOL THRUST BLOCK j M B $0. FT. MIN. SEARINS CONCRETE PIER iisx!iNs 11/2t3/4 x • BLOCK 13 $0. FT.DRAIN 2 f0. BASE) _ STANDARD FIRE HYDRANT G 0 'NTS • K M ' MM i LO REVISIONS Oregon Business Park III BY Building 218 & 220 PacTrust DATE— J0.1�. 2.893 r ► , MAMNZIE/SWO 6 AMIOCIATM,P.C..OREWN off. CIO 0$90 S.w.BANCROFT ST.•FO.BOX$9039 #A �� �;�U,P.a ` PORTLANO.OREGON 97.201.0039•(503)224.9570•FAX(503)228-1285 O ,�,,��q�pM3�uRvtp AAO `7Y4 I�t1y�`fP q�jF 0'r a pt „ GY' i;� 1 � a 4 ' •a� 4.r � '4P,�'�';�,7 g r fi: mi �•a ... EACH AREA EA IS 1/2 OF TABULATED '� TOTAL AREA 4WD& Ella t TEE PLUGGED CROSS WYE PLUS' OR CAP i . (STRADDLE BLOCK PER DETAIL) t,. • ~ A A �. 2 SEND PLUGGED CROSS TEE C CONCRETE THRUST @LOCKING TO EE POUREn AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. S. IF NOT SHOWN ON PLANS, REQUIRED SEARING AREAS AT FITTING SMALL BE AS INDICATED BELOW, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PROCEDURE IS) AND ALLOWA@LC SOIL BEARING STRESS 113) STATED THE SPECIAL SPECIFICATIONS. 4. BEARING AREAS AND SPECIAL @LOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE C' OVER BEARING AREAS AND @LOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. B• BUILDING PAPER OR VISOUINE SMALL SE PLACED BETWEEN CONCRETE AND FITTINGS. Itl 6•- ALL POURED IN PLACE CONCRETE SMALL HAVE A (29) DAY STRENGTH OF 3,000 ►S.1. AND 2•TO 4" SLUMP. It BELOW BEARING ARCAS @ASID ON TEST PRESSURL OF 190 RS.L AND AN ALLOWABLE BOIL BEARING STRESS OF 2,000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL @EARIN-3 STR•SSES,USE THE FOLLOWING EOUATIONI @SARONG AREAS (TEST PRESSU11E/100) X 42 ^/Sall SEARING STRESS IX(TA@LE VALUIE). -- - BEARING AREAS IN SQUARE FEET. FITTING TEE,WYE, 90@END TEE PLUGGED 450 221/20 11 1/40 S129 PLUG OR ►LUOGEO ON RUN @END @ENO SENO ION.) 6AP CROSS AI A= y 4 1.0 1.4 1.9 1.4 1.0 - 6 1 2.0 3.0 4.1 3.0 1.6 1.0 S 3.9 5.3 1.6 5.4 2.9 1.5 +1.0 0.4 11.0 1.4 4..6 2.4 1.2 It 4.6 12.0 17.0 12.0 a 6.6 7.4 1.7 14 11.5 14.3 23.0 14.3 6.9 4.6 2.3 14 19.0 21.3 30.0 11.3 11.6 6.0 3.0 f 13 19.0 21'.0 35.0 27.0 14.6 7.6 3.9 20 1 23.5 53.3 47.0 33.3 1 19.1 6.4 4.7 24 34.0 4@.0 65.0 40.0 16.2 IS.$ 6.8 STANDARD THRUST BLOCK DETAILS_ w Ni O REVISIONS Oregon Business Park III Building 218 & 220 PacTrust OAT@ "W% 289391 uME 'IMAC•KDOEISA(TO&ASSOCIATES.P.C..OREGON SIFT. CIF 0090 S.W.BANCROFT ST.•P0.BOx 59039 VATLANO.OREGON 9TPOI=9.(503)224.9510•FAx(5031220.1285 a v i Y V-�' M WATER MAIN (SEE PLAN FOR SIZE) DITCH LINE CONCRETE STRADDLE A 10"BEHIND BACK OF BLOCK , -,•�.." RODDING ' 2" RIGID COPPER 8EHIN0 BACK Of SIDEWALK 1 2" OR MJIPT PLUG OR r2"IPT I • � PLUG/CAE' STRADDLE BLOCK DETAIL. TJr2"IPT PLUG OR MJr2"IPT MUO/CAP r CONC. METER BOX R. ;+'BRASS AMERICAN MAGE, i = CONC. 'TRAFFIC BOX IN L AWWA APPROVED GATE VALVE p FRONT GF C'JRB tN/2"PLUG 2"8RASS AMERICAN MADE, 2"R1010 OPPERa:� •ti. 2"SHORT AWWA APPRRYED GATE VALVE j)•• NIOPLE 6► .,t W/2 PLUG 1, >!,1'7,T` : 900 ELL 2"RIGID COPPF-R SAND BED TO i OP Of - f• 90' ELL COPrER •,w'a? +:4i> . a s 90• ELL CURB/S1QE'1VA-L APPLICATION_ SAC APPLICATION �Iu - CONCRETE THRUST BLOCK j , ._` SEE STRADDLE BLOCK DETAIL FOR OPTIONAL METHOD BLOW OFF ASS NIBLY �. � NTg •• II .�0 REVISIONS A Oregon Business Park III By Building 218 & 220 PacTrust DATE ""m 289" 1 MACKWIVSWO a ASSOCIATES.P.C..oaEGC*) ,EPL OF t 0090 S.W.BANCROFT ST.•P.O.BOX 69099 � r PORTLAND.OREGON 9T201-0039•(S03)224 9570•FAX(503)2?8-1265 t ' � ia� •� H:. n " Y x a1 7++RV57 bt.OtK " r-o•wA Mu Noy t uu SPOOL No Iles WhW I" MOGERN MIJEL�ER CCNTNRION 4 ilRfr mvoRmT. A•441• V"MJ i t,Y too•FJ DI PIPE,SLASS 51 e is � r 1 I too FUAKW OIV $11M.1x (o•fL4 TSL r i f4L. $YJ OI PJPE, e.w%53 SL NTS Cl REVISIONS Oregon Business Park ill -- - - ____ _ ._.. ey .._... __...___ Building 218 &-.220 PacTrust _ OAT! - .1 : 289.3_91- -� MACKEN70SAM a ASSOCIATES.P.C.,OREGON i 00.90 S.W.BANCROFT ST.•PO.BOX 69039 M�c�cnaluM"11 AIN PORTUNO.OREGON 912014039•(503)224.9570•FAX(503)226.1255 ,�,,1 INOKr1g vio G 9"y r oil I III + ',,"° 1 sd /, 2a j $ •s 1k, ;��; •A,}--_.__� -- r � - ifs o F�aL.� f�: 1 ti to or-_ I � r *alr ►� Y. { _ VVI ' _ .• .. 1 O . - •�Io•T�. • `nFt6�{2�:-t (ZEi1��oFLo•B.M_ h}T_._ __.•__..::. •.-...-.-- . -.... . iR a W S . P l. C�] REVISIONS • OZEG0t-4 OU51HE55 PARK III _. BY ul�nit�G ? is �o - I?a cT�usr DATE .�,NO. MACKENZIMAITO&ASSOCIATES,P.C..OREGON can OF 0690 S.W.BANCROFT St.•PO.BOX 59039 YACUM210SUM& �,; PORTLAND,OREGON 97201.0039•IS031224.9570•FAX 15031229-129S 0 ,o*L ALL Aw,rts{ust�m l NT•.�= �HAMFEF- TIP l iIR CDWI �c�'TING CONC, -TrU UP t-7ANr--L - w w � Llihl!�IEG'f 101►1 �G� Gt�NNl=.G'(InN ' b� EKTEp l OR 2.' PA Foy INS GcaNN .� P l T G 1/41!. ,IM I-n o�EGot,l �U51t�E5� PARK III _ ly -' IBPUILVIHCv #26020 - PA GTKOr DATE MACKE MEOCO&ASSOCIATES.P.C..OAEGON X)6140 0690 S W &AKROFT ST.+PO.SOX 89= aHr. t.P POATuNO.OaEGON 9MI4M•ISW►22,"9510•FAX(SM)22e.120,4 o A���a As •a ��J d '"!� �� ' � ' .rM•+kid+4 tA@kd•M41N.NNnMW+.xn u,,,.., ...., ,,.. .... -,. .,..,.+w aLwNYwr.. 1 ! ,it.t}d:�.k•a f l , Y�V`I r Fbe>T I NCS TY ct Eht�aTye. C j�0�i FOR P%A�R- � INF. - •; �9 �� ;;, ?", Pit n FoR PILA1�'ER �. CvNF�. 1G1 IN �!`GbCIt,1Gr �. - CONN. le, IN PIlA5TL1Z i d ! 3 --Pl LAGTW2-f l=00'T ING COSHLCTI01,--1 G 1/4 ❑ REVISIONS oRMGOt� OUSINESS PARK III By 7C:� �I�ILaIt�� 718 Z?o • pp,GT�l15r an Joe NO. N.ArKENZIE/SAIT0&ASSOCIATES,P.C.,OREGON 0890 S.W BANCAOFT ST.•PO.BOX 89039M'Ce►rt POPTLANO.OREGON 97201.0039.15011224.9570•Fax 5031228.1285 ip ML ALL t•stow"*tt.►.e 1 »a.�►�b►nt usuvtc r �G `r -o G E ME 016 T YP. Or f TEFLOF --_♦ MF Ip� + ; I cohlrl. '0` IK Fl LsoQ x 01,414. 'G'M FOOTIH t 1 . 1' pI LASTLR / �OoTIHCt Co rit4ECTION �`- r O REVISIONS O ZECtCt ) 1BUSINESS PARK III my _ 4 QUI LnIN G ? 18 Z '10 - G Or PATE 28q tol I im NO. MACKENZIE/SAMO 6 ASSOCIATES,P.C..OREGON s►rT. of i' 0690 S W. 8ANCROFT ST.•P0.BOX 69039 YACRlkZI9?UI70/ASSMAIM P.C. PORTLAND.OREGON 97201.0019•(503)224•9570•Fax(50312281285 �� t/n.ALL RIGHTS RISIMID K A r , r w I N r FoQT'1 N6, G ��• 22o ONLY �a,r�I�yp 0 REVISIONS Oregon Business Park III my TW6t Building 218 & 220 PacTrust OATS x*No. 2893c— MACKENZIEJSAITO&ASSOCIATES,P.C..OREGON lHT._ OR _ 0590 S.W BANCROFTN 97 • 1 0.0039 59039 r- 1 POFTLANO.OfiEGON 9f20 t 0039•(S03)224-9570•FAx(503)225 1255 O ,MA AM� ��o P•a f A Y I� y11 •1 YF. 1 , 17 Hi��D NG cow4darioN 6� iN rm !` GoNN CMON'D' IN PAN46L i 1. 0 i - - � a .. / F'AIV'Elr lPco oTIN ct, cc,--NN. C a/4''� I I•o h ? C] REVISIONS pK-EGCtq -13USINESS PARK III By � .pAGT1ZlJ5r OAtE w MACKEN?IEJSAITO&ASSOCIATES,P.0,GRECION roe �e OF 0890 S.W. BANCROFT ST.•PO BOX 89039 r ` e PORTLAND,OREGON 97201.0039•(503)22 4.9570 FAX(503)228-1285 L O IXALL P i P&u'�!�G -J ir i -, .1 10 j 9 �� :p1LA5TER •� - �: 71 NFILL PANEL P6%040 , of Pres 4A� GET 8/40 I 4'IL rµ t -- 1 •. (Jv 'G IN FodrlNG r/'Frd• r` 7 hi l_ASTe P- lf=�x Tl N G GoN 1 Q REVISIONS OFZECGOH OUSISESS PARK III _ BY r r �Ull,niNG 718 Z 20 - PAGTIzl15�' DATE MACKENziEAITO a ASSOCIATES.P.C..OREGON 'S /S _ 0690 S W. BANCROFT ST •P0.BOX 69039ELI STT PORTL,�NO.OREGON 91201•n-39•(503122 9510•Fax(5031 f 28.1265 O �ALLOUGHTS ilium T�►C �> r {• � 4 +!"k i f �w:�.y1 n+ �; il >.'`,. ra • H' t{l C ���,.` x u,ti� !R r,sir s; t {��� .;y+ ` V. � .:A'i ��Y �i; 1. I ttot4Z. vem Rim • y Weil OLMS5I Pr. � CI >44coN-r• _ . •� �— T4s 8 1W •IL.L I°ANEL, 6ac-710 -J A OZECGOt� 13USIHESS PARK III By ATE A MGM489 31 I d MACKENZIEMWO&ASSOCIATES,P.C.,OREGON 0690 S w. BANCROFT ST.•PO.BOX 89039r ' AL POATLANO.OREGON 97201.0039•(503)224.9570•FAX,1503)228.1285 l .O M AL ,M 111m 07 I, r y f " . ;r CONN. W I rl FlPO.L. I CONN, 'C' IN PANEI. Fro 1 � _=.r:lNLL/_.r00TlNG .CONN� C%iON ❑ REVISIONS 0IZE0401+13USIHESS PARK III .� V OUILVI O I IS 4 420 . pAGTizUS>* DATE xeNO. 489 X11 MACKENZIEMWTO&ASSOCIATES,P.C..OREGON mr. of MIF 0890 S W BANCROFT ST.-P0.SOX 69039 UACKAIMMA"o a mWas M PORTLAND.OREGON 97201.0039•(503)224 9570•FAX(503)229•+295 0 i9ft ALL Aa►m RlmAv s a --.� y 9 I, PANEL COW Faan NG w )K PA►46L/rOOTINCm CONHECDON _ _ G X411��'-oM @ RETE �oc•.k- i ❑ REVISIONS �aEGo1� OUSINESS PARK III BY �URLpING ? 18 Z?o - or an MACKENIIE/SAITO&ASSOCIATES,P.C.•OREGON 0690 S.W BANCROFI'ST.•PO.BOX 69039 - AM PORTLANO,OREGON 97201.0039•(503)224•9570•Fax(503)226.1265 O Aa�u,�M }`¢�;�` iF^�� � .� bii^ eJR h .. _.-._. _- ......wa•+M�4k5�+AYYb'!1'Y�DvifM*.w..,.,.,,,a'wL..,».w M9Pf6+/A�ANA�N.@9�fY1Y11 S s "A ,`SAM t � b y PAM(— %00 %N, FCOT ��r '•' 53.13° ' - -- - - - PANEL- �"ems° I G�i�N• G IW FT'G a o a / FOOTINC- CONNLCTION ❑ REVISIONS CREGot� OUSINESS PARK III By �Uil.nit�G 18 Z?v - paGT>�u5r DATE _ MACKENZIE/SAITO&ASSOCIATES.P.C..OREGON Joe no. oligo Sm BANCROFT ST •P0.BOY 59039 ow- cw POR TLAN 0,OREGON 97201.0039•(50.7)224.9570•FAX(5031228.1285 �O MACM lowk ` rta,►.e. c S ? 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PAN&i- Jv1W15 ON 61OP6 111114 Ad PL--m 21ts OF r -- --- - cV i�v - s ' x Vii, R�Tu�<YYP) e ❑ REVISIONS Oregon Business Park III ,y -r4 Building 218 & 220 PacTrust a?� — ,,�,� 28939 MACKENZIE/SAITO&ASSOCIATES,P.C.,OREGON 9W.-of 0690 S.W.BANCROFT ST •PO.BOX 69039 PORTLAND.OREGON 97201.0039•(503)224.9570•FAX(503)228.1285 O Hp��tO f r �I r X311 Es�-lo�ac, BULL HT.—�, PANEL$ 15,40,35 51S r ❑ REVISIONS Oregon Business_ Park III ,Y Building 218 & 220 PacTrust OAM 289391 MACKENZIE/SAITO 6 ASSOCWTES,P.C.,ORFGON art. 0690 S.W.911NCROFT ST •PO.BOX 69039 t (503)224.9570 FAX• v O Ira MM�ft F'ORTLwO.OREGOM 47201-0039 _2!!•t265 t Al ►rtllt 3/4" Ind 0-0A C.• 2 PANEL eZYjlCS► + ` .1)eIZ�cC�l!d'o,G. CONT. WM (240(10.G• e' MIN. EM6ED, 164 ' E. Nal. ____o GIMP.� �J12 NT pllzl a W o,G, c� ° 0 = + p. tij cY N o - 1~ �*t $ M 0 5 TO HOk P, atop, ONP $ is 1,01% Gd &0 Glc,. 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Pi LASTE�11� RaI N R 0,sP*N PZ5 u e 1+' .ri r ❑ REVISIONS Oregon Business Park III By l W42 Building 218 & 220 PacTrust ,o„"o. 289391 MACKENZIE/SARO&ASSOCIATES,P.C..OREGON 0890 5.W OFt St.•PO.BOX 59039 r�CUNMOs�M&�noa�n Z P.m PORtLANO.ORE Wit.-of OREGON 972010039•(S03)224-9570•FAx(503)228-1285 O ,w,ALL„p,m 11IUW40 k4q° v y t W .1 I w 445; • • • - g • 20 i'A�1p�L s��'IoN �Gr i iii• i r 4"7 (:1 REVISIONS Oregon Business Park III .Y �. r Building 218 & 220 PacTrust___-_ aTE 289391 IATU.P.C.,OREGON NIgCKENZIE/SARO 6 A.SSOC �. oR :l 0690 S.W.SANCROFT ST.•P 0.9Ox 69039 1A M2lttAARO AgCIgRTa,r.a PORTLAND.OREGON 97201.0039•(503)221.9570•FAX;503)226 t26S C »M Ali=plow tl� y�„ 1 nrfMM9��Y my, � � b n- c f q1 f Ho;24Z. MALL R.EN R WI ©, HooK- i)EMD . x %JPANEL �ovE s (2)*1 FULL PEWANT 3,T1 f--G RaR -V crp oG. OLS"q,. v1 ML-L NT. Fvh sPAclr lr� OF rUSL. Cs i l/Zug 1�—pn y , 43 REVISIONS Oregon Business Park III my m4 Building 218 & 220 PacTrust an M 7 289391 9w►MNMEISWO&A9Socv►V.FS.P.C..oMGM _ s .-oprrt 0690 S.W BANCROFT ST •►.0.Box 69039 OMMAM&A POATLANO.OAECON 9220,-0039.(503)224.9570•FAx(503)226•,265 0 � Mo d.�w►•a L room%PASV"D LJ 1 • 5/z c, , `VEl:•, WALL #•3 TI F.� r�iNF. W/3rD, (Lap, To Nbok STRUC.�R gP- EL��. � WS Le -3 14i IB OCTIO t4 aEVIVONs Oregon Business Park III �rWU Building 218 & 220 PacTrust WTI --1 MEMAMNDE/S M i ASSOCIAT M,P.C.,OFIEGON l►fT OF 0090 S.W BANCRNT ST.•P.O.90x 99039 �w�au�aNs,►rro woa�u.RQ PORTLAND,OREGON 9MI,0030•(503)221-9570•FAx(SM)220.1285 1 - "M ALL 00►74 PAMO fO .�.,,-.�r•-•_.. ,,..*�swnws„r�.++an„+rr�+ i�n�em�.e•�,�r��e,.;:: a ki f arc 1 ' r 2 4 r 1 I,,Ar TYr. WALL IMINF 71 f EL f - 1� 3 r )� n 4 I Z G I Imo•• 1 "�❑ REVISIONS Oregon Business Park III ,y--rw4 Building 218 & 220 PacTrust DAU ,a mo. 289391 ._.. 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FAX(5031228+285 O POR TLANO,OREGON 97701.0039•(503)224 9570• i µ� oM� sl�vlo 1 t ,`, Y a �N ISN H lot A41 it .511 17, I T(f, EA. E:44D GF Alm SrhlAPRFL-5 I/al%Ilwo�� ❑ REVISIONS Oregon Business Park III _ .r_7 W Building 218 & 220 PacTrust DATE_._ ,o.,o. 28939. 1 MACKENZIE/SAfTO 3 ASSOCIATES,P.C.,OREGON 0690 S.W.BANCROFT St.•P0.BOX 69039 M/� lws �AIMOCIAM'.t• PORTLANO.OREGON 97201-0039•(5031224.9570•SAX(501)220 12'65 O ,NI Al 11gMT�gl�11vED� ...•,.�,.np� 7',1;;x ,, tl � '/ •' , 014 TNIC4 Ft I N 21 t ,1 3L pK4Lj O O RaR PLAN , C x - cy v �4 3o E •M9)PP 7YP� A I �, - 3a�•{�,on REVISIONS �x Oregon Business Park III By _ Building 218 & 220 PacTrust aTE— 2893 AMCKENZIE/SARO a ASSOCIATES.PJC..OREGON ME Wi. (W_ 0690 S.w.BANCROFT ST.•P 0.BOX$9039 � I��IM s ASGOCW PORTLAND.OREGON 9201-0039•(503)224-9570 FAX►503122$• 2$5 O low All"GMT$Rssm/w pill s/4' YHia_ it 4� Yl+ 4' O O• �— w �N 3' -vet C I i Lr, 13 REVISIONS Oregon Business Park III .Y _rWG Building 218 & 220 PacTrust DATE.---------- MACKENZIE/SWO&ASSOCIATES,P.C..OREGON art. Of 0690 S.W BANCROFT ST •Po.BOX 69039 �/�t�� rn ►.4 PORTLAND.OREGON 97201.0039•(503)224-9570•FAX(503)229.1285 O HK ALL�gxtf iw4� v uw d y „fi. �V �M A ISI �M 1 I M� ilA 'I a r r U THiGk ft - 0 - 0 (2)"-A IF 5;14.3 roll r"- r 0 REVISIONS Oregon Business Park III _ myTOi;�_ Building 218 & 220 PacTrust OATS_ MACKENZIESAfTO a ASSOCIATES .+o� . 289 .P.C..OREQO�V sn__of 0890 S.W.BANCROFT ST •PO.BOX 89039 i �►i�ia t ` eta„•Q 8 ' PORTt,ANO.OREGON 97201-0039•(503)224.5570 FAX(503)228.1285 O ! P, dl` �i� , ��II�►sIm. .Cm0) a Vey i6EN T PL^T& t .. - • . •W! /,+ � NEt�ohl UJI&L wru . •• � . . ;., � �; • :;. . . � . . .�.•. •. . . .. . •• .•IIS II��G� .... ... �v 0 0 i I ❑ REVISIONS f.4 L Pactrust - Building 213 & 224' Oregon Business Park III WE • •,m,�. 239391 MACKENZIE/SAITO&ASSOCIATES,P.C.•OREGON X71 0690 S W BANCROFT ST •PO BOX 69039 T OF t p2' ME PORTLAND.OREGON 97201-0039•(503)2249570•FAX(503)228.1285 t 4,, DIMENSIONS �! A 1/2" ♦ 1/4` l OUTSIDE INSaDE CONCRETE WALL PANEL , i Pl{.~M /%%T 4p I M I U^rj. CONNECTION 8 )/ 4 CHAMFER yIH161AX �N P1T1&.� P— TYPIC • • CONNECTION D A • 0 �t!Sb/IG 3 _ CONNECTION S IL CONCRETE WALL PANEL �r ` 54- PANEL TO PANEL "- NO SCALE I%'-_4NOTES AND INSTRUCTIONS : 4=44ouse : ronne;tlor .'az %4.-point of Panel and at 50 below root Puff. . ' ❑ R�NISIONS r Oregon Business Park III .Y TW61 r Building 218 & 220 PacTrust aTf 2893 - �.►�. 91 MACKENi)Er.-A1T0 a ASSOCIATES.P.C..OREGON _ 0090 S.W BANCROFT ST •P 0.BOX 09039 rAc�t u�wrro` �rtn,r.a PORTLAND,OREGON 91201-0039•(503)224.9570•FAX(503)228-1285 C ,µ�Rg1fT��lWlvtA , ,z,, I, H mr 'r �S CONN)t7' �5 ,3 ❑ REVISIONS Oregon Business Park III ay_ I — Building 218 & 220 PacTrust DATE x."►. 2898 MACKENMEMWO a ASSOCIATES,P.C.,OREGON SHT. OF 0690 S.W. BANCROFT ST •P OL BOX 89039 Ap�� � Awn. 00 �.G V PORTLAND.OREGON 91201. 39•(503)124.9570•FAX(503)228.1285 l O Al l�ONTt1 P=y o r a� M1 ,• � ' • �it E � I • coNN `e.' Eli sm LAGTE 12 I LAS �r`K Ca W9 E .12 1112Hr ❑ REVISIONS Oregon Business Parr lil ly TW61 _ Building 218 & 220 PacTrust DATA 2893 x6mo 91 . MEMACKENZIE/SWO&ASSOCIATES,P.C..OREGON 0690 S.W.BANCROFT ST •P0.BOX 69039 PORTLAND,OREGON 97201-0039•(503)224.9570•FAX(503)228.1295 r O �M �� �►•a J 1 1 �� I� I I I • r_. w I�. ('0�p L cN b �-- GoNN 'd 4.. 1 �N L ❑ REVISIONS !y Oregon Business Park III .y Tvkol Building 218 & 220 F acTrust QAC Me., 289391 MACKENIIESWO a ASSOCIATES,P.C.,OREGON vff. of 0090 S.W.BANCROP' .i •P 0.90x 69039 YACKlME N21CAAfTp ;,�ppa ,►.e. PORTLAND:OREGON 97201-0039•(503)221.9570•FAX(S03)220.1205 11W AlRix1 IIgNT>t��p ty '. c 1�� !� l A jj k4 iY4 F ry 7 •i 1 t �+v � r 'J I • I I a I I r I I I I . L Co w4 b PILtki)7e2F1L4ST�.l20C2RNE�Z G I'/�'s Lou a O REVISIONS —I Oregon Business Park III By -�� 4 "W Building 218 & 220 PacTrust DAM 289391 MACKENZIE/SWO a ASSOCIATES,P.C.,OREGON aHr.—os, 0090 S.w.BANCROFT ST •P 0.BOX 59039 k PORTLAND.OREGON 97201 0039•(503)224.9570•FAX)503)229-+285 w p s �I �t. r S/40 44 M,5- " K 1= �u 811 � STp, PIPE GaLUt'U IT.0. 1-XI 9 '.4 �, . • � I (�" gTD. PIPE @ OLGYa 220 I . r=�LEV�►'r"I h,! V4.) s/4144P,6 X I I - PIPE cc�LuMN y' x S'• G0L,UMN r� 4 6-Ae�e7- -A-r6 41 ❑ REVISIONS Pactrust - Building 219 & 220SY Oregon Business Park III IMtE �—:- - ,,��. 28939 MACKENZIE/SAITO&ASSOCIATES,P.C.,OREGON WT. OF 0890 S W ST •P 0 BOX 89039 MOW ME41ARO A AS �t P�. � PORTLAND,,OREGON ,97201-0039•(503)22 9570 FAX(:03)228 1285 I«M•ALL Now*PW•IC;,e[t � 9 wi k E` IPgULATIaN NoT SHOWN Pop-G:tARITy-- TYPIt,AL tsIMrsat`) ST O-S& rA. SIDE'"Yfl, I2a;lr 3,1STe M M -- G,LSEAM-SES F-"IN61 KA FOR - - I SIZE, PAP -Mre✓ GILU LAM A4 146c, 1 - r AGtoMQPATE II ^-' 6 I M p pCi--'1 d 1 R P NTb 6w ,. ❑ REVISIONS Oregon Business Park IIIey D. I Building 218 & 220 PacTrust PATE jmw. 288391 MACKENZIE/SAITO 6 ASSOCIATES,P.C..OREGON �r 0890 S BANCROFT ST •P0.BOX 89039 SKIT. "'-- ',q a PORTLAND,OREGON 9120 •0039.(503)221.9510•FAX(503)228.1285 �O �� �lU W�1ta►.G �r�I� ,. � .� a }, 4l w4r lx s ,✓ f4°"`.4 a ��r.,, � x� wry ` x '��..y�St r�f�� ,. a 1 1 1*1rHf- LIT 2.;Kte 0/0 elf F-24-r 4 . nw �.0 a _ MgM - Vill LT U P Colo. OX-Li, gE!.F- ppNF.L L�•G�� �. 12�INFol�1NGr t � c a � �1� Irl f�-�-� Gr7 fJ F� • 1/�� `�I X011 -T- REVISIONS Pactrust - B_uildi_ ng-218 & 220r BY Oregon Business Park III D►TE-°1 '1 . — — imW. 289391 MACKENZIE/SAITO&ASSOCIATES,P.C.,OREGON srrT. � of 0890 S W BANCROFT ST •PO BOX 89039 PORTLAND,OREGON 91201 0029-115031224 9570•FAX(503)228 1285 © � ��u[ Y�a .• '. ,l., .y... A.c.R-os G. CPL. bM. 'FP-OM . pup-UN Tcp I ' rU F--Ll N Opuy 21 ep 10 I l ' ,5 -v" n ,n n Os.. Ps 1 eRF - �.._ 'i lzzi it 9� i ! a V REVISIONS Oregon Business Park III_ w 6r Building 218 & 220 PacTrust _ CAM 2893 9 1— �. . mAcKENzIEJSr rTO&ASSOCIATES.P.C..OnEGON 0690 S.w BANCROFT ST •'0.BOX 69039 wCKVMV&vm:wOOCLOI .P.0 { "TIANU.OREGON 97201-0039•(503)221.9570•FAX(SOI)228-1285 "M ALL WWI aKMto ¢¢ i : a din ,.` b. "'itl+,"�R�""".R4�}� .1Syy' �.xN„i"'nmN tyi•4MaY'fl.�" 1 tfr^9YiG�p�,,sy�@;SryA�w4�'Y,v��y9' .�� �f,, �Y - 5'; SIMP. NZoAG 4�o.G. eTAI��D I r i r Gd o.L. (Pim. nRILL 2+4 Tbp Z) 2x4 e 241o,c. 1~l/F:^*W D g �AN�L ax-,v. F-og- IN(� ,w NarsE 6EL PTL. f5/RP FSR T/t _ CoNpfT'IaN (A- N 05 WALLS, 6LX . 21?) L: C� REVISIONS Oregon Business Park III m,_"Two _ Building 218 & 220 PacTrust _ �►*��"14- g liMCKEN2mlsmm i ASSOCIATES.P.C..OREGON _OR 0890 S W BANCAOFT ST •P0.BOX 89039 0 r�cKarawa.rto..aou�a ►a "TLAND,C)Pf.GC)N MAI=9•(503)221.99 0•FAX(503)228 1285 »wµ��oKr>t iuwwao r � r h p SIDE.��i`foM 15A4,p-e ft Yz,c 10410 1)1V LoNcg vsgr. �) NL-rd Tn F of POL2, t • Ft 1/4 Orl pw2r14 F ' eA,g DW/&)) 1 E. f. LG.L. MAM C bac sae— FL NA)c G3/8 )c 5 6L.aG, 21 b@ GR,o FL'04 x !o'/1y x'1 BLWA. ivee R.D o -— a - 0 - .. c) — /4�4 SPA NEI. r. J I I `N©TE ; PRa�1DE I EMbEW PA. CCS , L.. tyl ��+L`L.��. GG�Iy� , '510P, OP PANEL. JT, fz F- ❑ REVISIONS Ore on Business Park III elf Twc, Building 218 & 220 PacTrus# aT � 1 ?8 93 Jam... MACKENZIEIWO&ASSOCIATES,P.C..OREGON jog-,�_ 0540 SM 8AN000FT ST •PO.BOX 89039 SZKT ME PORTLAND.OREGON 97201-0039•(-503)224.9570•FAx(503)228 1285 O NACANNZIMITO t AttOGATa&P.C. NM.ALL RIGHTS AutRV[0 At r A I • A IZF A561 + �1 1 �5,c I'•3" 5'/� till I�z�,� i Qio�T3 - 't 14- Cl ¢❑ REVISIONS Ore on Business Park !II By r DATEPacTrust ` le)9 2ag39B21 � & 220 "NO. _ �. MACKENZIEJSAao&ASSOCIATES,P-C..OREGON Dft- fi f' PPOOATLANC,OREGON 97201.0039 Xl 003 2249570•FAX(5031228-1285 Mwi.A�WAIL MGKTTS O 13�11V e n _ 44. PLASWINa I 6 MLAM . PUR04 0. '3 I' zt-D('0,c-p ePEATNINW To Tap it t _ W/SIMp N 20A NAILS mew e 86p.- DTI. 1 I I I;ZF WALL PANEL- . i3sw FL I� 5er-- a•rL.IV Rr- Hl a U REVISIONS Oregon Business Park III y -ry4Gr Building 218 & 220 PacTrustq' A-89 - aTE 2893 MACKENZIE/W!'O d.4SSOCLArES.P.C..OREGON 9rrr. oR 0690 S.W BANCROi:T ST PO BOX$9039r�cKt�raa�rrc •., 00—m—s r.o, PORTLAND.OREG(A 912131-0039•(509)224 9570•FAX(509)229-1285 • C r IA 6 r ASO1 M•8, c� .M1 1/ /Z _� �iz,c 51is►� I�-SII I 3r 31,3, ,I /�--��/6 x 3�c I�•O�� n u it 1/1 isevIV ' REVISIONS bL96t 220 DN L- Y L Oregon Business Park III _ w TWi� Ruilding 218 & 220 PacTrust an R---IA— MACKENZIEJSARO&ASSOCIATES,P.C.,OREGON ,oemo. WT. __OF 0890 S W BANCROFT ST -P 0.BOX 59039ANR �rt�O r.a PORTLAND,OREGON 91201-0039-(503)224 9570,FAX(503)228 1285 �iM►Au IrDA t! vtDVia, h ell �. u. d 1M MIN, o I E M3 F� s 1411 N ys"+waw -srLPS x4N _ Q to"o,G �i,EyATIDN /11"0 �o PL?.LIIJ /FALL 4oq�4 , _ REVISIONS _ r- .Y Oregon Business Park III Building_218 & 220 PacTrust DATE �- rs- -- -- "$NO. 28939 -- �" VACKENZIEJWO 6 MSSOCIATES„P.C..OREGON OF Oti90 S.W BANCROFT ST •P 0 BOX 59039 1�rAaa�ntKArto•AwDaAn� IR PORTLAND.OREGON 97201-0039•(503)22,9510•FAX(503)228 X95 1MK Kt IMONt[MlA1N[D �a •'i S�4 I P N11i ' HAIIAj6 eA-:gips ' � a 001, p MOWf - px5I'-3" p 'e tl � HELP STUDS o a o sw 2"T 4 t3 I/�` .t�f n P I r. -rj- REVISIONS in�ss Park III w Tw6 Or9 on Bus _ Buildin 218 & 220 PacTrust0'n�" I�`e"► �. . 28939 1— E U MokM. NZIE/SMTO d ASSOCIATES,P.C..OREGON F i 0090 S.W.BANCROFT ST •►0 BOX 89039ME O r.au�Mus�rto wwa�*� ..a PORTLAND,OREGON 9MI 43039•(503)224.4570•FAX(503)228.1285 fir+ y r�° 9 DIMENSIONS w 1 /20 + 1/4" A CONCRETE WALL PANEL A • _.r- FOAM BACKER ROD 1 - �:� D�-"AIS.. 4— C1 REVISIONS _ Pactrl asfi Building 218 & 22a �re�on Business Park III " -- MACKENZIE/SAITO&ASSOCIATES,P.C..OREGON UfT _ of 0690 S W BANCROF T ST •P 0 BOX 69039 M M 10SAM 4 ASSOUA .r.a. PORTLAND,OREGON 97201 0039•(503)224-9570•FAX(503)228.1285 s��a►rts �'weo Q 0kp� i::': ..... ... ......i�li#4 �'� •y , Ar Aci% ' I I , r 4- + 1l +- "T/;ASI �.s�..�...�••• --- I. I � ,�►., 'o�-r iv rp-ol 6' re v- F�- REVISIONS I 1 ' + '� .. Oregon Business Park li! _ .Y Building 218 8�� 22C Pac`Trust DUE- ,, _ ___ — m„o. 2 8 9 3 MACKENZIE/SA O&ASSOCIATES'!,P.C..014EGON — _ 0690 S.w BANCROFT ST •P0.BOX 59039 „u�c�Nrusu^o •asoa.*�u r.a PORTLANO.OREGON 97201=9•(503)224.9570 FAX(503)229 X2!!5 Y 1 1 a . �UPPER- Fop- r7. u • -vt '+\ IN — 4 ` 1 i rM .•.__ � A 8" 4' pt;oQHsPa LIT (5 �►- till o � [I N'S p I %z It w `!d r Orem Business Park Ili _ c — Building 218 & 220 PacTrustDATE _ MACKENZIEIWO 6 ASSOCIATES,P.C.,OREGON of 0890 SAV 6ANCROFT ST •P 0.BOX 890:4 MACXtNrusArto a AW7301&P PORTLAND,OREGON 97201-0039•(543)224•9570•FAX(503)228-1285 O ,rK ALL ftartS +�sar!ao • . y �.'�.:, uY w y ..'•p•'.: i.w ", Y � x 171, �-'v ( !�:F"o'er'"n• F�i,.'_':. r u�,. � -.o-' ' u, ,,r sr ,+ i'P � � � ¢f.' ,-�- +eXT eRR!_14n FFX i 3. 5X45x T ew^GKtR IW.: SIDE P00P, JAM is ANCHOR rER 1 ; , --�-IOLLOW MTL. FRA1"IE 1••��ANG�'�OR ,-- — _ -- G' 4'-d 0-4. h1AX. E.A. SIDL.. �• I'" I,4z>TE- PIR-55-71" ANCHOR Cod I�2Ut•'1 ®r N 4, w TOP Ofr- 5.L-oNM. r h'1TL.. DOOR I 1�OL_Lll�ca 05-PE.G`rIONAL. DOOZ ' ..1N"18 I�'T• TLeh S?E.EL G.OLlJN7•,1 'J'r�� I'-U� '`1 -r- JAM E3 3/4p CHAP"PE.M TYR ti COO? V a I W f C 4) s I' o FA,ls(i:;?r_ r IJ _ Go LiG. PA N E L w ' 2 (ZOL_uN6r 15EZ_.l10WAL DC)OP, KM� JAMB A-r PANE 1 3�■ I'.-40 O a D REVISIONS Cl REVISIONS Pactrust Building 218 & 224' By7w _ Pactrust -- Building 218 & 224' sY_TW�_ Oregon Business Park III _ DATE - Ore Oregon Business Park_ III _ DATE K y me N4. 289391 _ --�-- ,,mro. 289391 I MACKENVE/SAC�O&A,!'SOCIA m P.C.,CgEGON sz~rt " MACKENZIEISAITO&A,4SOCIATES,P.C.,Of AEGON tet. _ � { 0690 S W BANCROFT ST.• 0 BOX 69039 I(�' Iwf f�ORTU,NU.OREGON 97201 0039•(503)2249570•FAx(5031226 1265 , �� I 0690 3 W BANCROFT ST •PO BOX 69039 �tnn[�suro t AaEocures►.c. _� �,, LI PORTLAND.OREGON 97201 0039•(503)2249570 FAX(503)228-1205 tt>rr,Au�o►tTs wteEttvt[D ... TJ1 t-, i �+" '.'t�4•p\M. .! ,.,. SSSS. SSSS ,. �,.,..; �.y�., h�.q. I y O p 0� �.; ' 111=t• - � ;r,. wo lKyli�.Vlll 4 Y S ©p o k-� ' II �d`R•`7 ToF �'OT r —Ti t' �-''lar�G hl.�►I'� over- ❑ R"'.YISIONS � � I Oregon Business Park III By Building 218 & 220 PacTrust DATE ''893 1 No. MACKENZIE/SAITO&ASSOCIATES,P.C.,OREGON i 0690 S.W BANCROFT ST •PO.BOX 69039 YACK�N>ifJSAI?0 A� •CdA1[!PQ � i PORTLAND.OREGON 97201-0039•(503)224.9570•FAX(503)228-1285 �eStMeo 1f �1 `i -• -- 0 DRIP A• r-24 61#%. PREPAN SHE.E'r METAL. ® : ` 4 V4 �L.f.SHll �': ® � ` � — S�.ALAJV`f >�`. �AGlCE•R El►.. 'SIDE �; I 1-44>L-LOW METAL WRAMM ANCHOR d2 4'-0" a%, MAX. H. M. `IZA NSOM HEAD WINPOW ifrOP +x 14, -T-1-P. I + 4 SIPrE AW440R AT 2!-0"0.G. a NoLL.ot.J METi4.-. ML1L..LIOti I I L PIECE I ---1 Fi :PW MET^L COOK ThC �MA) �: �_ � � .H.M. T(�ANSor�1 i�il.•.IL.L.Ion1.. r 0 REVISIONS Pactrust - Building 218 & 220- Oregon busioke5s Park III DATE NO. 89391 ._ MACKENZIE/SAITO&ASSO0,7F_S,P.C.,OREGON sKr OF I ;1 0690 S W BANCPOFT ST •P 0 BOX 69039 ME Y�I PORTLAND,OREGON 9720r 0039•(503)224-9570•FAX(503)228.1285 0 � Ip gyipuTEs �'C' ° r ir' yy 1 11,111 'Tr '11� W f�bd 10 4)-0� D.G, W�3I�"� @ 6p @ALL PANEL N P D,C�r1��P 4" MiN,> �V[, i- I a o,e, IN Fl�l,n, ■ L . �' -- r-SIMP l.E'S2I2 GaNT, RIM n: HANGER- ILdoE NAIL. r _C40 4y 11 I-ED40 WW/ 4"O P 15, gIMP NI EERY CnRI: DILL n,G, OTHER. Jol3Y' ?,e?, P) MF/I5/ eg T, ��(P eoNG� PANEL A-rHIH4 -� F•iZ�M I N� G ��G��S� naG✓k. t] REVISIONS Oregon Business Park III .,,.WU Building 218 & 220 PacTrust an x- 15-8q ,�■►�. 2 89 n3�1..�. MACKENZIeUffO i ASSOCIATES,P.C..OREGON . tIM. OP 0590 S W BANCROFT ST.•PO.BOX 541039 wCn�KeglWtO ��' PORTLAND.OREGON 91201-0099•(5(39)224.9570•fAx 15031220 1255 0 ,�.0�o►ni'=�vto Y s .,, d GvNG• p � It % Z y e. w a . v '` „ Nagy wH WtLP STUr.It) a 4 j7' is'CaA- HP2y ,{ I To r1'f L.. i) f U D t31 F12A,�1F, rl F2. gg. k l C7 REVISIONS Oregon Business Park '�I my- Building M..; 218 & 220 PaoTrust D►-m-- -t1q�- "N-- 2893qv.1._ MACKENZIE/SAITO a ASSOCIATES,P.C..OREGON sKT. of i 1 0690 S.W BANCROFT ST •P 0.90x 89039 O IIAC�Mr p ��}Op�rts r.a r„r PORTLAND.OREGON 97201.0039•(503)224.9570•FAX(503)228•1285 [ Alt IgOttT�111l�AVto jjjA ,�� `. b� 11�'t��N�Mt.tAp:n�•r+�x�hA"�by�y: n.;.,y�zrr„r�r+�,ery -�,�, :� ,,r, �,,,.,M1wr ro"� ++�.y'�i{ !p,'��?' � ,» y�4' 1t �.'�S ! ,r a f^µ. � { „. •� ! "'h<,. r�r�rx% ,• '. . µA.k�;i�rs�. �'•' '�,a �'i,�t)• `s .y r� ., �F �K2�'.»GFY• It, x,k°aWrr_, .rr.. _J 2 K In GLS •. -lolltI4 Lj/ 1/t K a�a ,Tti _50 a L ' SLID �LKf �i. w IOF � �1`�• L a O 4' { #h?. tr- AhtG FI o R Ff1c o $ I_ 'e,cr..4/v L^ � O REVISIONS Oregon Business Park III .r MagK Building 218 & 220 PacTrust aTa� 3 -- JOB. 280391— MACKENZIE/SAITO 3 ASSOCIATES,P.C.,OREGON A” of 0690 S w B/1fVCROFT ST •P0.BOX 69039 YAC1tIKMAAfTO A AwoelATls.�•r► PORTLAND.OREGON 91201 0039•r503)224.9570•FAx(503)228.1285 Imo.Au MCKTO 1 IURV20 �i7k A t A r U .1 ROOF HA"fGN 3�J/RICa1A 1l�•3S1�1... � I' t�r FROoFIN Ca i � r ' — ROOF 15HEA"f1964 � � � RooF �y�• . PU>zl.t�.t kJA,N A LNO �oRLAG H PLAN Dlt_lEN'SION 7-OPMNIKIdi S),1 �L7ESPL1RI t3 REVISIONS Oregon Business Park III my Builcinj 218 & 220 PacTrust DATE - --� 289391 MACKUME/SAM&ASSOCLATES.P.C..LAEGON t►R lTju 0696 S W BANCROFT ST •PO BOX 69039 POR"LANO.OREGON 91201.0039•(503)224.9570•FAX(503)226+265 �KA/LiIMOKT$MA(TQlltslMlD�Td �� 3 • .; FIs lSITE PERMIT i CITYOFTIVARD c � MIT N0. : SI891975 n MOO* COMMUNITY DEVELOPMENT DEPARTMENT TE ISSUED: 9/25/89 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard,Oregon 9122" (503)639-4175 _— P I M.PMT.NO,.871975 — — JOB ADDRESS: 15500 SW 72ND AVE TAX MAP/LOT 2SI12'DB SUP: ORE BUSINESS PARK III L.T: BK: LAND USES LOT SIZE: WORK CLASS: NEW USE TYPE: COMMERCIAL CUBIC YARDSs VALUES $ 125,000 ■ IMPERV. AREA:155000 FILL?: YES PAVING?s YES GRADING?: YES LANDSCAPING?s YES SITE PREPARATION?s YES STORM DRAINS?: --YES i i FEESs O Realty Assoc Pacific. PERM1i (495.50 N 11 SW 5th ave PLAN REVIEW $322.08 e E Portland Or 97204 R $24.78 PHONE 224--6540 STATE TAX G DEVELOPMENT CHARGES: O GREEN HOWARD SDC(STORM) $4,000.00 N H L GREEN CONSTRUCTION R 111 SW FIFTH C Portland OR 97?04 T PHUNE (503) 221-0020 ra REGISTRATION NO. Grren TOTALS $4,842.36 h - -- -- RECEIPT NO. This permit is Issued subject to the regulations contained in Title 14 -------------------- of the TMC. State of Oregon Specialty Codes,zoning regulations REQUIRED INSPECTIONS and all other applicable codes and ordinances, and it Is hereby E'LB.UNDERSLAB agreed that the work will he done in accordance with the plans and specification= and in compliance with all applicable codes and RAIN DRAINS ordinances. The issuance of this permit does nut waive restrictive SEWER covenants Contractor and subcontractors shall have current city STORM DRAIN 4 business tax permits. This permit will expire and become null and void If work is not started within 180 days,or it work Is suspended or WNTEk LIME G abandoned for a period of 180 days any time after work has FINAL commenced.It shall be the responsibility of the permittee to assure all re, ired inspections are requested and approved. Permittee Signature Issued By: _ -- £ALL INSPE-E - _ SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE w; d� wk CITY OF TIIFARD OREGON :kr 9-25-d9 „v b + . 'Ar. Dennie Woods Mackenzie/Saito and Associates, P-C, s i.C40 SW Bancroft Portland, Ore 97301 • Re: Sitework permit - OBP III bldg's. 218,220 Dear Hr. Woods, is J The plans for the above project have been reviewed and approved, subject to the following: 1. Provide detail showing where the perforated drain pipe is to terminate. If the perforated drain pipe is to connect to a rain drain or into a manhole, a back-water valve will be required. 2. Drain lines from the building down spouts must be a minimum of 8 inches in diameter. 3. The si- e of the water service line is not indicated, and is subject to review and approval. If you have any questions, please call me at 639-4171 Sincerely Brad Roast Building Official z y I ri i j13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 - ny.k i, �d MEMORANDUM r CITY OF TICARD e TO: Engineering, Planning Dept. Respond By FROM: Brad Roast, Building Offi.ciall_-ZP For Your Information DATE: -9-18-89 4�)'-A - .Q�% Sign and Return � SUBJECT: ore Business Park III Buildings 218,220 SDR 89-7 F'V' f#1 :.)A—rf ♦.- s"\P I have been requested to issue a 4ttt8=Wff9t Permit for the above referenced project. Please let me know if this is possible, ASAP. Approved j Denied � a PI r ?4 r' i y ii ',. 4 1'. 00 } 4 , s MEMORANDUM CITY OF TIGARD TO: Engineering, Planning Dept. Respond By_ FROM: Brad Roast, Building Official•1 .�` _ For Your Information a DATEs 9-18-89 _Sign and Return a • SUBJECTs Ore Business Park III Buildings 218,220 SDR 89-7 I have been requested to issue a site Work Permit for the above referenced project. Please let me know if this is possible, ASAP. 40 �� c..d (>-► 7 7N o .� Approved_ /J i Denied C / By: I ei PORN t 1 . - MEMORANDUM :, CITY OF TIGARD t �i TO& Zauineering, Plariing Dept. Respond By FROM: Brad Roast, Building Official -4�� For Your Information DAT",: 9-18-89 Sign and Return I SUBJBCTs Ore Business Park III Buildings 218,220 SDR 89-? a S.. I have been requested to issue a Site Work Permit for the above referenced project. Please let me know if this is poosible, ASAP. 4 Approved At/�� Denied BV: �n 64 f Po F �} y k M1, 7 t,. 1 f a Y,. t 1 i 09/25/89_ 13:25 I 03 228 1285 MaAiME 1 CITY-OF T I GARD 1a 002 . NORTHWEST TESTING LABORATORIES, INC. 540 N,1,&ppon Avenue MtN.wtnust,vs tarNs nix 6"sTaueT10N INsrsev a" P.O.Box 171 ws6OON•CO"I/IOATION MATf111A1J IMNAC710N /�,,.�� AOII 1pT1M0 fF. f,MSY1GAL ANALT40111 Pal end.Or*P"97217.0126 &&"VON s' P11T{1iAL TWiNt �,?.. Pnon.,160112ew-1ne 'w September 14, 1989 REPORT NO. : 95254 H L Green Construction 111 SW Fifth Avenue Suite 2968 Portland, Ozegon 97284 ; ' Attention.• Howard Green a' Subject: Field density tests taken by our representative, Jaime Ellis, on 9/13/89 on the 72nd and Kable Site. Building 18 Pad. Y. REPORT: I Percent Unit R Field Dry Wgt. Percent Location Depth Moisture cu.ft . Com cti�:n NE Corner FG 3. 8 187. 2 96.8 � ( 8E Corner FG 3.4 186.8 95.8 NW Corner FG 2.9 185.2 95.8 SW Corner FG 4.1 187.1 96.7 Center FG 3. 4 186. 5 96 .2 Compactions DO comply with 95 4 compaction. Proctor Curve Data (PASHTO, T-99) Optimum Moisture 5.6, 1 maximum Density (lbs./cu-ft. dry) 118.7 material: Rock and Asphalt Mix ' (e NOR WEST T>rSTING LABORATORIES, INC. t Dennis Cody Supervisor Field Operations T°. 44�Py! ^J. 14 RECEIVED a►:r 'i 5 S99.Q q NNW A� r + "t9 x X � u 77 owl - Nor f pm N �I FkOV7 I 3 � f G 1 ,2 0 4A `r I i �1 t J i By 4- DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL,CIVIL,TRAFFIC BHT.__ OF_ 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 MACK EN ENGINEERING INCURPORATEQ BF_ILEVUE,WASHINGTON 98005•(206)451-1430•Fax(206)8489829 19".All RIGKT9 RESERVED , l yl.. r p�bl M'v"�YT^19RT���N �t�l �w•"1Te"'�i. 9 � P �Sr .1. 26 -- - - I , IT A- S A + � S 7� .v lR q,17 00 � IV 1 ti aji— t J ell. d� Say`t) 4.a x,41 �`' $` 152- 31, 5231, :n. h � . c x 2Q s � A •Z•1 _O DL , LL T r 24FT 20ttP 1G I 373 —ZG)sy :-1+2 pot (Sg ZU) 2.d m i N ! ,, 27.f i i I i ,r G a: // _!l�� ��, 2�G, Cl'�% =��r /� �f/•.�,'/ DATE 490. JOB NO. 4-7 -sq — MACKENZIE ENGINEERING INCORPORATED ME 0090 S.W.BANCROFT STREET PORTLAND,OREGON 97201(503122/-"" BHT. OF P.O.BOX 09039 PORTLAND,OREGON 97201 FAX(503)228-1285 MACKENZIE ENGINEERING INCORPORATED E(c) iM2 ALL RgFRS RESERVED j -11 0.9 ■ Eli,ml W1 T = - 11.2(8) - 8•YCIG) ,� tl ,`I i26•1)= Joe•3 vwot r ,ev�,e z9 II � Gz� �- .3uoI 3 zoe• -T ) 2. ,76 iI � to Z• �._ � A ON Q /ti'O i ) t 4 LLAI i5/�IJly�: 2L f�I ,. a /L3 DATE J09 NO. 2 S I 1?I MACKENZIE ENGINEERING INCORPORATED Q � 0990 S.W.BANCROFT STREET PORTLAND,OREGON 912011,509)224.9500 SHT. OF--- P.O. F_-_.P.O.BOX 99099 PORTLAND,OREGON 97201 FAX(SW)229.1295 ME ®Im LL RIGHTS RESERVEINCORPOAA D Ell e , n t a r�r �.. r lit m q, M • f f ► �1 1 fi•1�,`� 3°, j1 � 'L .? 7G ST 'v3U•S /, r• G•'y _ /Z9.3' �' ?..oz.s•- A ZD?•r" �, T . � 1 By %L5 it DATE �j..�� MACKENZIE ENGINEERING INCORPORATED JOB NO. 0890 S.W.PANCROFT STREET PORTLAND,OREGON 97201150 1224.9580 SHT._.,4_OF _ P.O.BOX 09029 POnTLAND,OREGON 97201 FAX 0031228.1205MACKENZIE(ENGINEERING INCORPORATED FF w=ALL RIGHTS RESERVED r, i' S3-Te ss� - AA = z711 11 -4 MWAV ; f2q XX►.$) - ►UZ-� - 2e(6 +iG+ 2.q = 273•Z K� c Vera y r r q017 ✓r^ yy � !-7 6r 43 i i I r, I DATE — JOSNO MACKENZIE ENGINEERING INCORPORATED 00011 S.W.BANCROFT STRE T PORTLAND,OREGON 97201 16011 22 1•0'SAO S►1T•--�—f-- — P.O.SOX 50019 PORTLAND,OREGON 07201 FAX 0021225.1255buCKENZIE ENGiNEERINO MR.0%vOR+►TEC e ' ®t5M All RKiMTS RESERVED 9 r ' n , 5I 140 °. rp _ I , YAM [Ri i Aw km .r1 2 I Lo 1090 Ido T � 3 O PP BY DATE— MACKENZiE ENGINEERING INCORPORATED JOB NO. r STRUCTURAL,CIVIL,TRAFFIC RHT.--f _OF 300 120TH AVENUE NORTHEAST•BUILDING 3.SI IITE 233 MACKENZIE ENGINEERING INCORPORATED BELLEVUE.WASHINGTON 99005•(20E)451 1430•Fax(206)646-9629 © IN9,ALL RIGMS RESERVED ,.•..- , 77-1 rTA F Jmjll� a DUO, D oop. Ito Mp,X d Alf 4►I�N t •� - ll,�j �f 4-1 Ila 11 /4 - ( 012 X 12 � H10 L� Vq -- i4to �l- a By F } 'd DATE. MACKENZIE ENGINEERING INCORPORATED JOB NO. q '-�-- STRUCTURAL,CIVIL,TRAFFIC BHT.— of 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 BELLEVUE,WASHINGTON 98005•(206)451.1430•Fax(206)646.9629 MA^YENLiE ENOINEERINO INCORPORATED q 1999,ALL RIGHTS RESERVED �y ;t _ G' Y��� l7/ Ks( < 1.7571.1})- 201 -.0 U 34 11 .� / (2 1 4: 2/.7 14 �/a,,,r - f.[ / ✓: �kl ZUU ) li'i, � 16 ix 77z) s= p f' /,5Z C /.47 I r Lir i r '(•�! �L X !'G.S� lael-z'4IV /Vv O�Q�rIyS hal J I --��- B, • DATE MACKENZIE ENGINEERING INCORPORATED JOB NO 0890 S.W.BANCROFT STREET PORTLAND,OREGON 97201(005)224.9580 SHT..�OF P.O.BOX 89099 PORTLAND,OREGON 97201 FAX(503)22&1285 O MACKENZIE ENGINEERING C I Oft ALL RIGHTS RESERVED :,.._., """"+r.�^we!4F4auy,M(ygy', ..., •.y ::T:;,'". .....,.x.:Vii n ,. �? 71 . �alo _ti �D� �� Ch - to � •= ,.�� . 10 . .. . • . . J ,.. ,� . . . . . . . . . . . . . _ . . . . . . . . _ .. , . . . . . . . . . t . . . . . . . . . . . . . . . . . . . IS . . . . . . . . . . . . . c . . . . . . . . . . . . . . . . . . . . . . . . �-S . (. ffyDATE MACKEMZIEISA1TO A ASSOCIAT 99,RC. JOB Ag ?J1 OREGON ii)224.9570 WASHINGTON(208)451.1005 MAC NZIE ENOINERRINO INCORPORATED SHT.NO. _OF OREGON(50:11224.9580 WASHINGTON(208)451-1430 x. ;a }ti 30 Ff �>+ria rel ! d�2 d� 1 A e By DATE /� MACKENZIE ENGINEERING INCORPORATED JOB NO.=C'�-1 ?2 STRUCTURAL,CIVIL,TRAFFIC SHT. _OF_ 300 12CTH AVENUE NORTHEAST-BUILDING 3.SUITE 233 BELLEVUE.WASh,INGTON 99005-(236)451-1430•Fan(206)6469629 ®MACKENZIE ENO:NEERMIO INCORPORATED 1 IM,ALL RIGHTS RESERVED I tiT PU; . o w�� 4� of-f(41 of up 00#/j O�IGlpk li i DI 1 rovr 4 10 114 0015 _- _�� A" C s.: OIL ____ _ BV—k DATE a, MACKENZIE ENGINEERING INCORPORATED JOB NO. n STRUCTURAL,CIVIL,TRAFFIC SHT.-�f O -OF 411 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 MACKnN21E ENGINEERING INCORPORATED BELLEVUE.WASHINGTON 98005•(2081 451 1430•Fax(208)646 9629 ® Is",ALL RIGHTS RESERVED - •9 9'!'."4'I arc II• y ..., - p,h4p1��. ......... ................ i h° p1 r ) • Ila' 920 COWMP4 . 121 �� - � c�, 0 MT Cle, }; •- rya- 2 n �� ,t ol } J 1 A 1 sig sTl, �1I�G 6 � 44 B 160 UN SIFT W Nor = f°�� �ur = X7040 108 ( P two 1 b7 o r -- BY DATE l�l� ' r� MACKENZIE ENGINEERING INCORPORATED Joeao. STRUCTURAL, CIVIL,TRAFFIC SHT. _V f ,OF J 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 BELL EVUE.WASHINGTON 98005•(208)451 1430•Fax(208)848 9829 ®MACKENZIF ENGINEERING INCORPORATED 181K1,ALL RIGHTS RESERVED ' r K' �+,� I IA'^II f."CI,H3'+lr'+ �.,.'.„ �•�qwa'�W46 t=," �. ,..,tr"i ^1X' q✓^ ',tNl'cd'.w. 4Am,ur? p'pCn1 '4: �°'�,,�^'�w:. 4 r;,.1M}e .,±:rb t -,.q;i n `•:J4+�ty' "'�r"„yrkp. =r. a . t ss Y axis 1 obp 218 Axial load, kips: P - 57 { ----- ------ --------------------- I TS 7 x 7 x .25Yield stress, ksi : Fy - 46 I I I 1 1 ---------------------- Duration of load factor - 1 1 ! 1 I I Klx/r•x - 110.4`; Allowed overstress, % /100 - .01 { X I I I 1 1 Kly/ry - 110.4'- MAXimum DEPTH, itches: d - 7 --{-----I--- Id! MINimum DEPTH, inches: d - 7 axial I I 1 Fa - 12.24 ksi MAXimum WIDTH, inches: b - 7 11 1 1 1 Fbx - 27.60 ksi MINimum WIDTH, inches: b ■} 7 I I_______i ! Fby - 30.67 ksi i .-_-- ----- , b fa - 8.65 ksi ------ X-AXIS ------- fbx - 1. 19 ksi Effective length, fte Klx 25.2 M/ft - 22.42 fby - 0.00 ksi Unbraced flange, fte lu - 25.2 • -- ------------------------------------- Curvature coefficient: Cmx - 1 ASIC (1.6-1a) e ---f& - 0.71 Applied Moment, k-fts Mx - 1.4 Fa ___ Cmx fbx______ - 0. 15 ------ Y-AXIS ------- (l - fa/F'ex) Fbx Effective length, fts Kly - 25.2 Curvature coefficients Cmy - 1 ___Cmy fby______ - 0.00 Applied Moment, k-fte My - 0 (1 - fa/F'ey) Fby ----- 0.85 Print, Revise, re-Start (P-/R/S) 7 Y axis 1 obp 218 Axial load, kips: P - 57 i --------------------- 1 TS 7 x 7 x . 1875 Yield stress, ksi: Fy - 46 I ! 1 I { --------------------- Duration of load factor - 1 1 I I { I Klx/rx - 109.20 Allowed overstress, % /100 - .01 X I I I I I Kly/ry - 109.20 MAXimum DEPTH, inches: d - 7 Id! MINimum DEPTH, inches: d - 7 axisl I I 1 Fa - 12.50 ksi MAXimum WIDTH, inches: b - 7 1 1 I 11 Fbx - 27.60 ksi MINimum WIDTH, inches: b - 7 11_______1 I Fby - 27.60 ksi b fa - 11.35 ksi ----•-- X-AXIS ------- fbx - 0.00 ksi Effecti-e length, fts Klx - 25.2 M/ft - 17.08 fby - 0.00 ksi Unbraced flange, fti lu - 25.2 --------------------------------------- Curvature coefficients Cmx - 1 ASIC (1.6-1a) e --fa-- - 0.91 Applied Moment, k-fts Mx - 0 Fa r Cmx fbx a 0.00 ------ Y-AXIS ------- -(1 - fa/F'ex) Fbx Effective length, fts Kly - 25.2 Curvature coefficients Cmy - 1 ______Cmy fby------- - 0.00 Applied Moment, k-fte My - 0 (l - fa/F'ey) Fby - i 0.91 Print, Revise, re-Start (P/R/8) ? IA r , BY DATE MACKENZIE ENGINEERING INCORPORATED JOBNO.- ( STRUCTURAL,CIVIL,TRAFFIC SHT _ !OF 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 4 ®MACKENZIE ENGINEERING INCORPORAIE.O BELLEVUE.WASHINGTON 99005•(208)451.1430•Fax(208)848 9829 1989,ALL RKNRB.1tsERVED i ,d + fir: p �r I 39 Y axis t obp 18 Axial It ,, kips: P - 57 -- !----- ---------------------- I -I _ I TS 7 x 7 x .25 Yield stress, ksi: Fy - 46 1 I -1- -1 1 ------•--------------- Duration of load factor = 1 ! t I I I Klx/rx - 99.49 Allowed overstress, % /100 - .01 X I I I I I Kly/ry - 99.49 MAXimum DEPTH, inches% d - 7 F' --I-----I-- Idl MINimum DEPTH, inches% d - 7 axisl I ! I Fa - 14.49 ksi MAXimum WIDTH, inchest b - 7 ! I I I I Fbx - 27.60 ksi MINimum WIDTH, inchos% b - 7 1 1_______I I Fby - 30.67 ksi ! 1 -----b----- fa - 8.65 ksi ------ X-AXIS ------- -Fbx - 1.43 ksi Effective length, ft: KIx - 22.7 */ft - 22.42 fby - 0.00 ksi Unbraced flange, ftt lu - 22.7 ----------------•--------------------- Curvature coefficients Cmx - 1 ASIC (1.6-la) t __fa__ - 0.60 Applied Moment, k-ftt Mx - 1.7 r Fa __ Cmx fbx ____ 0. 12 ------- Y-AXIS ------- (1 fa/F'ex) Fbx Effective length, ftt Kiy - 22.7 Curvature coefficient: Cmy - 1 � Cmy fby______ - 4.00 Applied Moment, k-its My - 0 (1 - fa/F'.ey) Fby ----- 0.72 Print, Revise, re-Start (P/R/S) ? 'r By oil j, DATE—2- ' G/ MACKENZIE ENGINEERING INCORPORATED JOB NO. ' ^ STRUCTURAL,CIVIL,TRAFFIC SHT. 16�2 _OF_ 300 120TH AVENUE NORTHEAST-BUILDING 3,SUITE 233 BELLEVUE,WASHINGTON 98005-(206)451.1430-Fax(206)646 9629 MACKENZIE ENOINEERINO INCORPORATED 16x9,ALL RK:HTS RESERVED .. •'nkkti .. �i i lI. A loo HN MA A I It -t + 0L to 41 ti Ito 1 f --� AO 0.10 ►�� -- &F �� _ _ BNr DATE - _ MACKENZIE ENGINEERING INCORPORATED JOB NO. ME0690 S.W.BANCROFT STREET PORTLAND,OREGON 97201(503)224.9560 SHT.SL__ OF o 14095,ALL MONTsACKENZIE ,NESE'IWEO NG CORPOMTEO i r. y r..ramanY'•*t!'M�MtS't�aAven,�:•w.. 4�r � �t ' r. /I M hl Vi"hNq vW101 4670 Nab IN i Tor of 10 A CSV� W jo e— r e•r. ...0 )IV DATE 1� FFP MACKENZIE ENGINEERING INCORPORATED MESTRUCTURAL,CIVIL,TRAFFIC SHT.-C&-OF 3W 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 ! ' BE LLEVUE,WASHINGTON 96005•(206)151.1430•Fox(2U5(646 9629 MACKENZIE ENGINEEMNO INC)FPO/1ATED 19W ALL AIGHT2 AllER40 J P,tig......... 1 104 MPS p SIMP�� �PPt<I , $0 , I n,r�2�j P 10 %A 000 I� 47 000 U�iF It iv ON � oy C . c DATE �- MACKENZIE ENGINEERING INCORPORATED Joe"10. STRUCTURAL,CIVIL,TRAFFIC SHT.--a_OF_ 300'20TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 BELL EVUE,WASHINGTON 98005•(206)451 1430•Fax(206)6469629 ©14ACKENZIE ENOINEERNJD INCORPORATED , 1909.ALL RKiNTS RESERVED Y 77, ,t t )t, i , F +T f. VA F r'I op $ow APAM fi�11 0 SProi m� va Y' no, 00 fAj 11100 � 1y0 By Sw i DATE MACKENZIE ENGINEERING INCORPORATED JOB NO./1 F TFUCTURAL,CIVIL,TRAFFIC SHT. v -OF 300 120TH AVENUE NORTHEAST•BUILDING 3,SUI1E 2?" MACKEN2IE EN 1INEERINO INCORPORATED ME 0ELLEVUE.WASHINGTON 98005•(208)451 1430•Fax(206)848.98?9 ® 19x9,ALL RIONT9 RESERVED_ pq: 1 .y .: ,. 1, . rrnwi �o +P Blip to Ll rf i, Y M1 • .1 9 1, 4 I x q FF t ' �r 1 ) I 4- DATE MACKENZIE ENGINEERING INCORPORATED "No. STRUCTURAL,CIVIL,TRAFFIC 8HT. OF — 300120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 MAMNZIE ENGMEAND p1CORPORA'I'EO BELLEVUE.V+NSKNGTON 98005.(205)451.1430•Fax(209)948.9629 O INE.ALL ROM RESERVED ,r3•s�'yy ,. i jL JW ,i -fq`!N_.- To WF ' pip. v d klAVIA Ao 0 �� USE t;�''rr 0Py; �; • MPS 1�� - 4 gY--Lo--S DATE /1? MACKENZIE ENGINEERING INCORPORATED JOB NO STRUCTURAL, CIVIL, TRAFFIC SHT..��OF_ 300 120TH AVENUE NORTHEAST•BUILDING 3•SUITE 233 PELLEVUE,WASHINGTON 96005•(206)451.1430•Fax(206)646 9629 MACKENZIE ENOINEERINO INCORPORATED 1909,ALL RKIHTS RESERVED 14 >r 1r. P ot, NNIP rl 00 Top o lqu „ x �vj.e i �i DATE ��y�� /I KENZIE ENGINEERING INCORPORATED JOBNO._J1�?' MAC STRUCTURAL, CIVIL,TRAFFIC SHT._ ClL_OF. 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 MACKENIIE ENGINEERING INCORPORATED BELLFVUE.WASHINGTON 96005•(206)451,1430-Fax(206)6469629 Ing,ALL RIGHTS RESERVED •;, 4411 v , 071M j a., , 77 PR ......_. - ._,..w..•:.�.awinr7vfruron.c' rwr.:.,,. ,`�,. TO Wo Opp N d y 1141 0�1 I O N) _ =r _`1►_ l I 0 1 �y� n T ; t egg*4t , �✓ r�A� - `���.i`� `(DLJ I;� �i�' ��� '� u1J vi (2) Vx :� to L 6wv Gib r � ( r } i 1,:� b '2 �► �� vi,� = �a �, i� �04�Pyr N �T C4N�. BY DATE y MACKENZIE ENGINEERING INCORPORATED JOB NO. _ ff66 STRUCTURAL,CIVIL,TRAFFIC SHT. 0OF 300 120TH AVENUE NORTHEAST r BUILDING 3,SUITE 233 BELLEVUE.WASHINGTON 98005 r(208)451.1430 Fax(208)818 9829 MACKENZIE ENGINEERING INCORPORATED ti 1959,ALL RIGHTS RESERVED 4 n. K , t grin �• �u -4 ADD (-4/1 i h � MTS 4TI9 . C 4. ,a s,. .«n d 11 P T d. I'll wt dao (n) �o w, B lr BY DATE MACKENZIE ENGINEERING INCORPORATED joeNo. �1�I STRUCTURAL, CIVIL,TRAFFIC SMT.-e—J- -OF 300 120TH AVENUE NORTHEAST•BJILDING 3.SUITE 233 BELLEVUE,WASHINGTON 96005•(Mll 451 1430 Fax(206)6469629 ©MACKENZIE ENGINEERtNO 1NCORPORAreD 19x9,ALL RIGHTS RESERVED A ,V d � r t r fip►°M,�S � U' I I ho ■ 4N 11P D y I t 1 a V� zaG air Gri+ica � , et, d I�• /{��Jr � ipl eon __4 'bPe.r Vir/,r �Navd, BVD DATE ^ 1 MACKENZIE ENGINEERING INCORPORATED JOB NO. 3TRUC i URAL,CIVIL,TRAFFIC SHT. OF. 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 BELLEVUE,WASHINGTON 98005•(208)451.1430•F9x(208)846 9829 ® MACKENZIE ENGINEERING INCORPORATED 19E9,ALL RIONTS RESERVED A ma- i, 4 �J yq NI b' X at♦ \ 9 ehie04C � G/ 'ro(,5 lF c, x Lg� v4 '�A rve W ti -- �I ,rte► 1_ — �Gr�� �� � J I � z v /� �I L �Dl r u a DAT[ ' MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUC URAL,CIVIL,TRAFFIC SHT._or__-OF 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 2?3 BELLEVUE,WASHINGTON 96005•(206)451 1430•Fax(206)6469629 MACKENZIE ENOWEERN10 INCORPORATED 1910.ALL A*HTS RESERVED I �� r ^Y 7 F, f 1 1 f rA t Qmp , urs I( Pjo ' NOW ,41 o BY k�s i; DATE MACKENZIE ENGINEERING INCORPORATED JO8N� STRUCTURAL,CIVIL,TRAFFIC BHT., _pp 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 BELLEVUE,WASHINGTON 98005•(206)451.1430•Fax(206)646-9629 MACKENZIE ENGINEERING INCORPORATED 1989,ALL RIGHTS RESERVED F t i� .I. P4.Pool T o PIIeWav-i W 160 46 , .of TO �u�wNy %o' yam , POW tit occupy m ul�iN IrMP��G „� 1ti1E5k f p*15 M TINA oar _ _ S�aPu�-�Ir�S a%o'' Y Iwo Uo� 4*s(p qa�;.a opt evNl, op� n '�IMu STK-$ c/ BY p DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL, CIVIL,TRAFFIC SHT. OF 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 BELLEVUE,WASHINGTON 98005•;208)451 1430•Fax(206)6469629MACKENZIE EP41INEERING INCORPORATED 1969.ALL AIOMTJ RESERVED r f k; YI�I�i coc _ u �- 2av ?J�1•- � �` o h y n- i t NS A&n 1-0 vj�-. I V45 4p Dffil c� Y�r k � T k r#-e2 op r{ LOS � DATE MACKENZIE ENGINEERING INCORPORATED ,os No. c L�1 STRUCTURAL,CIVIL,TRAFFIC SHT.�_OF. 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 MACKENZIE ENGINEERING INCORPORATEO BELIEVUE,WASHINGTON 98005.(206)I51 1430•Fax(208 6469829 ® 1989.ALL AQW8 RESERVED 41 S s IIM� V \ PIP �oq 1, v wou+ I1ti� (I.�'�� �1� 1030:1101 N9t6� Fo 14 Xkk�p' Ifr' 1tt�E r� 1 i ,1 L { I i IA By_ GATE MACKENZIE ENGINEERING INCORPORATED ! - JOB NO. STRUCTURAL,CIVIL,TRAFFIC SHT._ OF � 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 BELLEVUE.WASHIN iTON 98005•(209)151 130•Fax(108)8189829 MACKENZIE ENUINEERMIQ INCORFORATEo ® 10l9.ALL RK1HT8 RESERWO I ,.y, 1.10+�tU�PPD ',4 4 . U�Iplp Kt? �F AoO 90K<40ff V VN "lot* f r-1416 J I40.ct _W�CfM%- r4f 0 V4 fj a, • l ' d A /Y,' T O �,f'ff///��A I t _ �E 04110 Fl Ti1-0 vOoo Col ��INF, fh 00 01 4 d "1r BY 41 K . DATE JOB NO, 24 MA.CKENZIE ENO,INEERINQ INCORPORATED SNTp LOF 0690 S.W.BANCROFT STREET PORTLAND,OREGON 97201(503):21.9560 ._r- MACKENZIE KNOINEERINO INCORPOAJ,TED ISM ALL RKINTE RESERVED A' A, /gn� Cpl 1� �iN pip 4C, TOIL *11 K °� NOM1M P4 (SOP 0 �UppTIOIJ r K 4 aft?" a N 9r6Fo � v4� D(jrojqN - or- . a. T �j r .7. r _ - 9V 1C G --- 13ATE MACKENZIE ENGINEERING INCORPORATED 309 No STRUCTURAL, CIVIL, TRAFFIC sr1T o�_ 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 Tj BELLEVUE,WASHINGTON 980X5•(208)451.1430•Fax(208)846.9829b1ACKENZIE ENOMiEERINO INCORPORAtED tE,.ALL RK3HT9 RESERVED 1W" f ' i ` �t h • t Y , �iq o, �►0 0, 13y '2,i� o� P 21� A L., ,r .�. s`• v ;�YA r t, k. 1 / xTof y � F 1i 1 0—=- -�b�-- ---- 9Y DATE —� MACKENZIE ENGINEERING INCORPORATED J013 NO. STRUCTURAL,CIVIL,TRAFFIC SHT. OF- 300120TH AVENUE NORTHEAST-BUILDING 3.SUITE 233 BELLE'R)F.WASHINGTON 166005•(206)451.1430-Fax(206)6469629 MACKENZIE ENL NEERINO INCORPORATF') 1981 ALL RIGHTS RESERVED UPO Uj►N�ow V �ultJn POFD C - 1,2 w�Na�� � = �J•��`I 2111 ,tl�`) m fW.'/ fyf 2 lv�lt►-t� j� c!y{��I�� w • �aIm�3N� �� a,2�•�,,� >�M ha, u o�► �� �� � ( + �' = 1,�1 �aoeol -� �10 PS'► r VA1= (� BY DATe MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL,CIVIL,TRAFFIC: SHT._� OF 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 239 r MACKENZIE ENOMIEERtNO MCORPORATED BELIEVVE.WASHINGTON 98005•(206)X51-Ie30•Fax(206)646 9829 l Ing,ALL R*HTS RESERVED 'i .. 6; i 97W; "Wry d' 'u IND 1oopv J 1 ` j. w1110" av i w(o I I�lwl loui 1 eft of- 8oft ao C O i✓L_L_IL�— — -- BY.— DATE A Y._DATE__1 MACKENZIE ENGINEERING INCORPORATED JOB No STRUCTURAL,CIVIL,TRAFFIC SHT. ' OF 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 MACKENZIE ENDI!IEERIND INCORPORATED rt BEI.LEVUE.WASHINGTON 98005. 206)451 1430•Fax(206)6469629 ® 19ag,ALl RIOHtf'RESERVED 4 9 .;I 4` 9 �aNEI, 'DN�11 N G A�LY1:It� ��.`. W wl�y ��►�1 � �' jy"�(6 A '�).: Ugh Fop m � oil) - Hit 1* 00 V16 noo/�' Of H <Ile �a ��� c%\ , �0ipjsp oN o ell?", hw4Tw T 4 r),k + 1 DATE MACKENZIE ENGINEERING INCORPORATED JOBNO. STRUCTURAL,CIVIL,TRAFFIC sHT. OF _ 300 120TH AVENUr NORTHEAST•BUILDING 3,SUITE 233 fff BELLEVUE,WASH.43TON 98005•(206)451.1430•Fax(206)646 9629 1®MACKENZIE ENOINEERING INCORPORATED I IM.ALL R014TT RESERVED ; I ' �EcT��uU�� SEcTI iN oN�Y r`ol(o 0. 9 (p ,�,� � �o �� I OP�I oN NE�� rti o� �E Co►I�,I D���D T� � � �� Y NXV PFS _ Pbl E ilk ( {000) I I 3 � 11 40 . r DATE q MACKENZIE ENGINEERING INCORPORATED JOB NO --�' STRUCTURAL,CIVIL,TRAFFIC SHT. OF_ 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 �— BELLEVUE.WASHINGTON 98M5•(208)451.1430•Fax(208)846 9829 I n MACKENZIENGINEERING tKORPORATED 1919,ALL RIGHTS RESERVED i L )Olt _ .10 I 17 , > oI Jim w , Tol�iof► NE" ua( $6 NOVO h� �IA. _ Alco Lo 04Y vb FT. CP'l wm ni F 1pl o k !P1 Cie` _ : c - U ,WWI By DATE_=.1 MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL,CIVIL, TRAFFIC 300 1201H AVENUE NORTHEAST•BUILDING 3,SUITE 233 BELLEVUE, NASHINGTON 98005.(206)451 1430•Fax)206)6469629 MArwENZIE ENGINEERING INCORPORATED 191119.ALL RIGHTS RESERVED "� l: • A a op vwo� P4 "c� r, Rp i� ,r s r i h yo (lum) J- 101 I � uc i,1 �ih - 'ZtoC. l"!� V:VE To f 1) p - _- DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. ? -- STRUCTURAL,CIVIL,1 AAFFIC SHT. OF 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 BELLEVUE,WASHINGTON 96005.(206)451 1430•Fax(206)6469629 MACKENZIE ENOINEERMID INCORPORATED 1959,ALL RIGHTS RESERVED D-:tJ A M J��Y ° Fv �72 �o • �� c I h J y w P r ou r. pvr By �--- DATE MEMACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL, CIVIL,TRAFFIC SNF. OF. 300 120TH AVENUE NORTHEAST•BUILDING 3,SUFE 233 BELLEVt ir WASHINGTON 98005•(206)451 1430•Fen(2 08)6469629MACKENZIE ENGINEERING INCORPORATED � t0e9,ALL Atnu+7 RESERVED %v � y • r i u � V& ~ do10q '- �,�� • N AREA( IN^2) D(IN) 1 0.93 2. 4000 2 0. 93 9.6000 FC- 3.0000 FY- 60.0000 B- 14.0000 H- 12.0000 B1- 0.8500 AXIAL-K MOMENT-K*FT A-IN COMMENT -428.206 +40.274 10. 1246 .8P(0) -390. 472 +51.813 9.2421 -351 .864 +61.297 8.3595 -312.967 +68.55t 7.4770 -269. 643 +74.81 6.5945 -218.880 +78.722 5. 7119 -160.970 +91.560 4.8294 BALANCED CONDITION -139. 156 +78.260 4.3290 -116.309 +73.905 3.8286 -91. 964 +68.356 3.3282 -65.326 +61 .373 2.8279 -34.914 +52.514 2. 3275 +0.000 +41.560 1 .8271 PURE BENDING r 0 s !LIST 2RUN 3LOAD" 4SAVE" 5CONT6, "LPT1 7TRONSTROFFKEY OSCREEN _.�06e 2/g _ __ ev h►J _ DATE29 1 MEMACKENZIE ENGINEERING INCORPORATED JOB N0._JCL'`S?LLL STRUCTURAL,CIVIL,TRAFFIC SHT.11—OF 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 BEL.EVUE.WASHINGTON 98005•(2M)451-1430•Fax(208)548 9829IAJICKENIIE ENGINEERING INCORPORATED © 1984,A11 RIGHT8 RESERVED �+^`° �`► � i��� L (J �1 II I�11�L t i' ri1 . 0 � � ' ���'i� , 11�4D HEIGHT= 27 REBAR= 0.31 THICI,;NESS= 6. 25 p bat= 0.021 r DEPTH= 3. 125 Ac0. 75pb= 0.602 As eff= Q. 339 I ' REHAFI F y� 60It'll r� s CONC. f 'c= 3000 PH1= 0. 885 F_s/Ec n= 9.3 C= 0. 781 Icr= 19. 21 Uhl 1 e= 5. 4 Mn= 56. 75 Plu= Q.56 F'HI*Mn= 50. 21 1 P2u= 1 . 16 Plu+P2u= 1 . 72 TRY :.ELTAu= 6.24 %DELL(- 0.-'13 _ r Wu= 0.02 CAL4_Mu.=...`4. 11 %DELs- -103 CALC DELTAu= 6. 221 Pis= 0. 463 F'2s 1 . 1 TRY DELTAS= 1. 1 I g= 244. 1 F'1 s+P2s= 1 .563 CALC Ms= 17.81 �'" � Mcr= 32.09 Ws= 0. 015 CALC DELTAS= -2.88 DELTAcr= 0. 46 H/I00= 3. 24 rA U4 POW, s, S . l - By - i DATC4_^—^ I)_1 r Cil J� MACKE_NZIE ENIIINEERING INCORPORATED JOB NO q STRUCTURAL,CIVIL,TRAFFIC SHT. l __OF 300 120TH AVENUE NORTHEAST•BUILDI'.d3.SUITE 233 --' —' BELLEVUE.WASHINGTON 98005•(206)451-1430•Fax(206)6469629 ® '121101 J.F t R1_Ng0vr-0RP0R TED � rr, 'dYa � Ili JL HEIGHT= 28 REBAR= 0.31 THICKNESS= 6. 25 p bat= 0.021 DEPTH= 3. 125 Ac0. 75pb= 0.602 As of f= Q. 339 REBAR Fy= 60 CONC. f 'c- 3000 PHI- 0.885 Es/Ec n- 9.3 C= 0. 781 - Icr= 19. 21 e= 5. 4 Mn- 56.75 Plu- 0.56 PHI*Mn- 50. 21 Plus 1. 16 Plu+P2u- 1.72 TRY DELTAu- 7.41 %DELu- 0.026 Wu- 0.02 CALC Mu- 37.78 XDELs- -103 CALL DELTAu= 7. 408 Pis- 0.463 Pts- 1. 1 TRY DELTAS= 0. 1 Ig= 244. 1 Pts+P2$= 1.563 CALC Ms- 19.05 Mcr- 32.09 Ws- 0.015 CALC DELTAS= -3. 16 DELTAcr- 0.•495 H/100= 3.36 Y.r 1 ' h ti `a r,y h� Q , 777 1 `oof FROM PW 04, Ido wI 4F,� � Q T.:, _ N a, I 4 ,3yly� ,f i •n P; i LL�l2— MATE I ) MACKENZIE ENGINEERING JOB NO.L�.1-91 4. II PUF STRUCTURAI, CIVIL,TRAFFIC SHT. l OF 300 120TH AVENUE NCRTHEAST•BUILDING 3.SUITE 233 BELLEVUE.WASHINGTON 98005•(206)451-1430•Fu(?06)6469629 1 MACKENZIE ENDINEERINO INCORPORATED L 19e9.ALL RIGHTS FIF^ERVED r" - a 4, . 2 Pp N6 HEIGHT= 28 REBAR= C). 72 { THICKNE55= 6.5 p bat= 0.021 1 DEPTH= 4.6 AcC►. 75pb= 0. 886 As of f= 4.84 REBAR Fy= 60 CONC. f 'c= .34ii<.► F'HI= Q. 8:38 Es/Ec n= 9. 3 C= 1.938 Icr= 84. 47 e= `; Mr.= 190..'-' PI L(= 2. 4 F'H I*Mn= 159. 6 r P2L(= 4. 0 U4-PAo -'U= 7. 2 'fRY DELTAu= 5. 7 %DELL(= 613 Wu= ().468 CALC ML(= 127 %DE.Ls= 0. 587 CALC DELTAU= b. 664 P I S= 1 . 9 F'2s= 4. 6 TRY DELTAS= 2 I g= 274. 6 F'ls+F'2s= 6.5 CALC Ms= 134.08 Mcr= •34. 71 Ws= 0. 45:3 CALC DELTAS= 1 . 988 DELTAcr= 4. 476 S' Ar�{ 1:C" C^9' 1 a 1:i 1 HEIGHT= 27 REBAR= 01. 41 THICKNESS= 6. 25 p bat= 0.021 � DEPTH= 4. 3 Ac(). 75pb= (.).820 As of f= 0. 41 REFAR Fy= 60 CONIC. f 'c= 3000 PH I= !►.9 Es/Ec n= 9. 3 C= U.946 Icr= 46. 28 e= ii Mn= 95.69 PI u= it F'HI*Mr1= 86. Pau= C1 P 1 u+F'2u= TRY DELT'Au= 5. 131 %DEI_11= 0.007 X47 Wu= C.). ('.)62 CALC Mu= 67. 8 %DE'.,. -U.02 CALC DELTAu= 5. 1 1 PIS= () c'2s= !) TRY DELTAS= 1 . 953 Ig= 244. 1 P 1 s+P2 s-- q CALC Ms= 52. 49 Mcr= 32.09 Ws= C►.1:148 CALC DELTAS= 1 . 953— DELTAcr== 0. 46 H/1C►il= =x. 24 I 0 D 4 ij BY Y 1 U cl — ------ ---- V� DATE_JOB NA. �� -_- r MACKENZIE ENGINiERING INCORPORATED - STRUCTURAL,CIVIL,TRAFFIC SHT._� OF 300 120TH AVENUE NORTHEAST•PUILDING 3,SUITE 233 BELLEVUE.AASH114GTON98005 !206)451 1430•Fax(206)6169629 MACKENZIE ENGINEERING INCORPORATED1 I"o,ALL RIGHTS RESERVED yy!! *1 ' n4,fu,lry'l.Ai' .t t� �10uu_ Y r p r�AA S F � v 0 b vs p l DATE `J r 1 O 3 q MACKENZ!E ENGINEERING INCORPORATED JOBNo. 7 STRUCTURAL,CIVIL, TRAFFIC SHT. of _ 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 BEL LEVUE.WASHINGTON 96005•(206)451.1430•Fax(206)6469629 MACKENZIE ENGINEERING INCORPORATED 1969,ALL RIGHTS RESERVED AW a i S M �y o.v1 7,. 6 .w.:r.iaCM11iri01K�A:','1I M' .. �64 hi O � � Q I I'A V IrIA v/, II Pati 11, I I HEIGHT= 27 REHAR= 0. 7^ •�' 11 1'/ t I�;, THICKNESS= 6. 25 � I P O,DEPTH=' 4„ ._, Pial.- i)2 1 Y� ACO. i r1b= 0. 828 As of f=i 0.84 REHAB Fy= 60 CONC. f 'r_= 300r) PHI= r_i. B36 C= 1. 9.38 Icr= 72. 7 F'1 u- 2. 4 Mn= 17;x. 2 F,, 4. F'H I*Mn= 146. 5. amu= 8 _ P1u+F'-'L1= 7. 2 TRY DELTAu= v, v Wu- ii, 06� 'J.DELu= Q. 244 CALC Mu= 11:3. 9, %DELs= 0. 956 CALC DELTAu= ,, S7- Pls= 1 . 9 F' s= 4.6 TRY DELTA%= 1 . 78 PIs+F='is= 6. 5 CALC Ms= 69. 19 I9- 244. 1 Ws= ii, 048 Mcr= •32. 09 CA-C DA_LTAs- 1 . 76.3 DELTAcr= 0. 46 P1/11:►ci- 7. 24 o .10 I '.d J ---- BYDATE r _ r MACKENZIE ENGINEERING INCORPORATED JOB NO.—G,�,al� _+ STRUCTURAL,CIVIL, TRAFFIC; SHT._P l�?_or• JJ 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 _ BEI.LEVUE,WASHINGTON 98005•(206)451,1430-Fax(206)646-9629 1,0 MACKENZIE ENGINEERING INCORPORATED t9B4,ALL RK3HT9 RESERVED ` "i L.,a 1 Ela. of v� n , ,t r �� PIS : I •� r� ups _ . 01y �*` Ptivi it i HEIGHT= 27 FiL-'EIAR= 0. 31 a THICVNESS= 6. 25 p bat= 0. 0)21 DEPTH= 4. 3 AcO. 75pb= i).828 As eff= 43 REEAR Fy= 60 ■ CONC. f 'c-= 3000 PHI= 0. 8.36 Es/Er: n= 9.3 C= 0. 992 Icr= 47. 67 e= 5. 4 Mn= I P1 t_t= 2. 4 F'Ii I Mn= 8• . b5 F i u+F'2Lt= 7. 2 TRY r)ELTA,-t= 4. 5 %DELu= 0. 808 k Wt_t= t.).()2 CFL P1u-_ 75 %DELs= -181 CALCllF-LTAu= 4. 464 P1�- 1. . 9 i F'2s= 4.6 TRY DELTAS= ILI= 244. 1 F 1 s t•P2s= 6. 5 CALC Ms= 22. 113 A Mcr= 32.09 Ws= C.I.015 CALC DELTAr�= -0. 12 �DELYAcr= 0. 46 H/I(:)(-)= 3. 24 � I Pk; of C,Ft F4 el COWL.- �� a> � ��Y _ _ ---------- -- BY _ ►► L- � DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL,CIVIL,TRAFFIC SHT. '1el _L_of 300 120TH AVENUE NORTHEAST•BUILDING 3:SUITE 233 ����LLLL BEL EVUE,WASHINGTON 98005•(206)451.1430•Fa> 206)646 9629 MACKFN2IE ENGINEERING MGdPPUNl.TED ( 1989,ALL iIMMS RESERVED A ti , r HEIGHT= 27 RN EAR= i!. 41 -1 THICKNESS= 6. 25 p bal= i►. 421 9 � DEPTH= 4. 'Ac(.-). 75pb= Cl.828 I 1 As off= 0. 41 REDAR F-y= 60 CONC. + 'c= 4()i) PHI= 0. 9 Es/Ec n= 9. 3 C= 0.946 Icr= 46. 28 H e= 3. 4 Mn= 95.8V P11_1= 0 F'HI*Mn= 86. 3 P2u= ):) ---- - { F'1 u+F'21t= i i TRY DELTAu= 5. 131 %DELu= 0.(-)(:)7 I Wu= 1:1.062 CALC Mum _67. 8 %DELs= -0.02 CALC DE LTAu= ti. 1•'1 F'ls= q ( P2s= TRY DEI-TAs= 1 . 95' Ig= 244. 1 P1 s+P2s= ca CF LC Ms= 52. 49 Mcr= 32.09 Ws= C). ()48 CALC DELTAS= 1 . 953 DELTAcr= 0. 46 - - H/I()O= 3. 24 a I i 7 L4 n I`/I � o , ✓�Q r A_ /^/ -- ---- l-—`----f /� - ___________-_________ ______��•?��� �..1, PATE_ Cl- la - 51 MACKENZIE ENGINEEhING INCORPORATED JOB NO. J� " STRUCTURAL, CIVIL,IRAFFIC SHT. ��SL_ ��JJOF 300 120TH AVENUE NORTI(EAST-BUILDING 3,SUITE 233 MACI(ENZIE ENGINEERING INCORPORATED ME BELLEVUE.WASHINGTON 98005-(206)451 1430-Fax(206)6,16 9629 © 19e9.ALL RIGHTS RE9E.avED �_� i. r I.. F' rI r1 I cp 10!� 111 v ZN By__ f � v r I. DATE MACKENZIE ENGINEERING INCORPORATED JOBNO._ STRUCTURAL,CIVIL,TRAFFIC SHT.. fJc�OF 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 BELLEVUE,WASHINGTON 98003•(206)451-1430•Fax(206)6469529 o MACKENZIE ENCIRIEERINO INCORPORATED I"9.ALL RIGHTS RESERVED 1 'm Y: +i v rro+:Th 1 � I . o.� how PP ,j- 'f By DATE MACKENZIE ENGINEERIIJG INCORPORATED JOB NO. ( _ STRUCTUF.AL,CIVIL, TRAFFIC SHT. �S _OF 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 MACICEHZiE ENGINEERING IHCOgPOi1ATE0 BELLEVUE,WASHINGTON 98005•(2061451 1430 Fax(20818x5 9829 Igag,ALL RI13HTS RESERVED t.�. f lry � � ?.1' fl'R ads i �rflY'M'} 'Y,nmr$`( ,-'wijgJp� _ .� 1 i '�. LAS,���I ' • � .. .I 012 `v 1 Nv ( f j oil Wow r . �0#9 fro Ia BY _ DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL,CIVIL,TRAFFIC SHT.-&4-2—OF- 300 .&4- OF_300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 BELLEVUE,WASHINGTON 98005•(208)151.1130•Fax(206)646 9829 c MACKENZIE ENOINEERMq M/CORI.OR/(TED I9C9,ALI.ROWS RESERVED t Y f n 1 � I r •\ � � J ,pow ���4 e,�, o /r �x 0,�`� 1 i0,�1 = �, �� �� � , & � .��= 001 10 0� �� L---- ------- -_ By OATEN S' MACKEN,ZIE ENGINEERING INCORPORATED JOB NO. �r•�f STRUCTURAL, CIVIL, TRAFFIC SHT. OF 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 L BELLEVUE.WASH114G TON 99005•(206)151.1430•Fax(206)646963!9I,r� MACKENZIE EWONEERINO INCORPORATE L 1989,ALL RIGHTS RESEPVED s r; M xti� a ai;! 11'� • i o ffiST v L fiu. �K h 110 I � BY DATE MACKENZIE ENGINEERING INCORPORATED JoeNo.� STRUCTURAL,CIVIL,TRAFFIC SHT. 300 120TH AVENUK NORTHEAST•BUILDING 3.SUITE 233 9ELLEVIA.WASHINGTON 98005•(208)451 1430•Fax(206)646 9629 AIACKENIIE ENt7S FIFSE O INCORPORATE I j. 1909,All RIdHTRF,SERVEU J 5 �i v V 4 w e7 pjo� of pmNE(' c/-wFh OWI) F • �'�oTpl, 1110 OVEN � � . I . I . F ( ;: PPNEG. s fpr Wn p, U - IIa�C�� + I _I 7 + 0 DATE_�� MACKENZIE`ENGINEERING INCORPORATED JOB NO. 1 _ STRUCTURAL, CIVIL,TRAFFIC SHT. OF 300 120TH AVENUE NORTHEAST •BUILDING 3,SUITE 233 BEL L.EVUE WASHINGTON 98005•!206)451 1430•Fax(2%164C)9629 P MACKENZIE ENGINEERING INCORPORATE 1990 ALL ALL RIGHTS RESERVFD wa W ... .ire. ,.. ... ., _. ,. N Y r � i HEIGHT- 23 REBAR= O. 4 -35 F2 THICKNESS= 5.5 p bale 4.021 DEPTH= 3.6 AcO. 75pb= 0.693 P � As off= ().60 REBAR Fy= 61: 0.794 CONC. f 'c= 3()()0 PHI= C= 1.396 E.s/Ec n= 9.3 Icr= 35. 21 e= 2,75 Mr1= 145 . 1 My Plu= 3. �F'HI*Mn= 06.66 / P2u= 6.6 / '1.DELu= U.5�1 P1u+P2u= 1(). 5 TRY DELTAu= 4. 7 Wum 0.02CALC_ Mu= 70. 31 r %DELs- 240.7 , CALL DEL_TAu= 4.676 Pisa .3 (). 4 ;g= 166. 4 P-s= 6. 2 TRY DELTAS= PIs+F'2s- 9.2 CALC Ms= 19. 71 Mcrm 24.85 Wsm U.o15 CALL DELT.hs- 6. 117 DELTAcrm 0. 38 P1lr,,r1Q 2.76 1 r ' I I BY __— DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTUR.' CIVIL,TRAFFIC SHT.j OF 300 120TH,wENUE NOR THEAS 'IL DING 3 SUITE 233 y� BELLEVUE.WASHINGTON 9800 i 451 A30-Fax(206)6469629 AIA INZIE LNOINEERINO IMCOWORATe0 s� � 195 .ALL RgHTB RESERVED yr; jo"I i ,{� 1 • PDP fioeno, To TPPOFV� W470 VIYJ4� NET WAD to Fppw;- By cl kP DATE 1— I t' 1 MACKENZIE ENGINEERING INCORPORATED JOB NO. N STRUCTURAL,CIVIL,TRAFFIC SHT.—P-6k OF_ 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 MACKENZIE ENGINEERING INCORPORATED BELLE,WASHINGTON 98005•(208)451 1400•Fax(206)648 9829 � 19tH,ALL 1`103rITs3 RESERVED i' 4� r �NE� oN �N�p�u6v fall p � • ��n�� IPTG ';QT�� �oP b HEIGHT- 23 REBAR- 0.388 wi THICKNESS- 5. 5 p bal= 0.021 � DEPTH- 3.6 Ac0.75pb= 0.693 As off= 0.534 REBAR Fy- 60 CDNC. f 'c- 3000 PHI- 0.811 Es/Ec n- 9.3 C- 1.232 Icr= 35.33 a ep 2.75 Mn- 98.6 " P l u- 2.3 FH I*M;- 79.97 P2u- 6.5 a Plu+P2u- 8. 6 TRY DELTAu= 3.78 %DELu- 0.488 Wu= 0.02 CALC Mu= 52.3 %DELs= 692.5 CALC DELTAu= 3.762 Pls= 1 .9 Pts= 6 TRY DELTAS= 0.4 Ig= 166. 4 Pis+P2s= 7.9 CALC Ms= 17.68 Mcr= 24.85 Ws= 0. 015 CALC DELTAS= 0.05 DELTAcr- 0.3e H/1(:)0= 2.76 r R i pn✓� r I A 100F ae 1 � I i R q ^�v" lu Poo F �p)&L 1� 0 ME74, SPP - By _ DATE._ _ MACKENZIE ENGINEERING INCORPORATED JOB NO. ' /^ STRUCTURAL,CIVIL,TRAFFIC SHT.-f L-OF 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 BELLEVUE.WASHINGTON 98005•(208)451-1430,Fax(205)646 9529MACKENZIE ENGINEERING INCORPORATED ® 1959,ALL RIGHTS RESERVED-� e r yip. Q ab ILII w w " a I I r ; 14 a DATE ^ F� MACKENZIE ENGINEERING INCORPORATED JOB NO. _r / 3 _- STRUCTURAL,CIVIL,TRAFFIC SHT. OF _- 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 BELLEVUE.WASHINGTON 98005•(209)451-1430•Fax(206)646 �9629 MACKENZIE ETS RERINO INCORPORAtED IBES.All RIGHTS RESERVED tib:• g,� 1 ion r c: 1 , ,. .. i 4 � j all! `� S I AL i S -w h U -:1471 O ) i Br DATE MACKENZIE ENGINEERING INCORPORATED JOBNO. _ _ • STRUCTURAL, CIVIL,TRAFFIC SHT._ OF _ 300 120TH AVENUE NOR TV.�AST•BUILDING 3,SUITE 233 BELLEVUE.WASHINGTON 98005•(206)451 1430•Fax(206)646 9629MACKENZIE ENGINEERING INCORPORATED t9s9,All RIGHTS RESERVED I I 1i .� �hc- � � v: S� s` •9 "� ( ' 2K r,U' 0 go 11) sb r--Pm- C4 Soo ee-.ls %CN r 0 'nb —ch —A. � zf4 Ile Cnb Cd_ P, By DATE 4�f M/ I'? MACKENZIE ENGINEERING INCORPORATED JOB N 4?'2 —T—T— STRUCTURAL,CIVIL,TRAFFIC SHT. OF 300 120TH AVENUE NORTHEAST-BUILD NG 3,SUITE 233 BEL L EVUE,WASHINGTON 98005-(206)451 1430-Fax(206)646 9629MACKENZIE ENGINEERING INCORPORATEDF 1989,ALL RIGHTS RESERVED r , t I(6Ja:.e .......s.dWw�rNyWWIp�Yw........ _,�.s•,waga.MMnai�r +'_�_s.,.�'��. ,,�:. t Plo � rq� 4- + I wl- V4 P, T�- i Wo flat N tq/1 A;--L � 11 WI1�' r✓ _— _ By RIK DATE J MACKENZIE ENGINEERING INCORPORATED JOB NO.r_— 0690 S W.B.ANCROFT STREET PORTLAND,OREGON 91201(503)221.95!0 SHT. OF F % ®MACKENLIE ENGINEERING INCORPORATED I 19e0.ALL RIGHTS RISE 1�r i � s�i4+lrnhhe.rw..,,...,.. ....�.s.. +��ma�nr'r�._.._. ., ,,,..w• aurt+rro�pe+rrw.:,�,� r� <. "� hl, - 6 v xl�t; o � ow — { I }� 4o h Y� r 1 s ( y ` --ti II ��� - jr,G I� - � 4 � � -I �"' i�LG _ I•��'� 0111, G h� ,�1; - '� C0 k •I p BY_ DATE MACKENZIE ENGINEERINV INCORPORATED 'OB NO q' STRUCTURAL,CIVIL,TRAFFIC BHT._.�_OF_ 900120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 MACKENns ENG�EEaM10'rArORATEo _ BELLEVUE.WASHINGTON 98005•(206)451-1430•Fax(206)646-9629 19lY Atl g10HT�AE9FRVE 1 1 3 u.. �.. I A } yp I r� V Y �V q 'Ov ! 10 > ; 141 7. I By DATE MACKENZIE ENGINEERING INCORPORATED JOB NO / � -f- '•' STRUCTURAL,CIVIL,TRAFFIC SH1. OF 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 -- N.-r BELLEVUE,WASHINGTON 98005•(206)451-1430•Fax(206)6469629 '2 CKENLZIE ENGINEERING INCORPORATED 1909,.ALL RGHTS RESERVED 4 41 L - . 4y , y x r �.1 r J lax. To -Ne z Lc 0 PoLyz boar PSI fp N ry � GDI�NiN� � CDN�E�T I4�i C r4>14V7 p e�M1 To TRIM V40 to. wq IVA -7H BY DATE _ MACKENZIE ENGINEERING INCORPORATED JOB NO, STRUCTURAL,CIVIL,TRAFFIC SHT. � OF 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 BELLME,WASHINGTON 98M5•(208)151.1430•Fax(206)8189829 MACXENZIE ENOINEERNO MICORPORAI"Eo 19".AU.P.XIHTS RE9ERVI ....o. 'M1SItSjIyV�yy14M1R�.l'.• r.�� ., y y I kill ite, M. O �t let £fit•, 7,9666) 4- 3`13 4(,.JY(5'5.3 ;;.5 e_" v Q1, 32.( Q„�zI.G MaY I . Z p,G r i. ?,1 1 l W faC(;3.51-53 s Flrt G�-. ,5.'T Ra _ z1,5 11� 3 ! 73 ��r, - - - - - 119.x• ,Q- I?.v � ''I ;9.7 �'A2U.Z ►�/`,ati• I� -' v"'LY_ ZG•� ���i Uc = S2. lii n. -7"3-7"37,�f zip ° 71 7I I �•b: Si�% F�+ = c1•� W)A1ar ° 3o 7.Z ��: 7. 1 (37) + 7.1;(1r.J`),�1. Ul,.r til vc=�o I �1Its L� 1 �1 fox - 2 y vllf___0" BY IL DATE A C ' MACKENZIE ENGINEERING INCORPORATED JOB N I�) im 0090 S.W.BANCROFT STREET PORTLAND,OREGON 97201(%3)224.9560 SI IT. OF_ y' P.O.BOX 09039 PORTLAND,OREGON 97201 FAX(903)228•1253 MACKENZIE ENGMIEERING 1919 ALL RIGHTS RESERVED I 1'h Nna 'fY ,t '{` wpW,.'y -y I I,�n r 'ar p•. ,j d.,i� 7 �.. { t'. 11 /�• rIL J �� l ' iJ 1 f.j Il ff ,pis - 'IT.7 I, J 3/ —G .L SL�cG 3/ i P,u.•c 0 1a 2 J` r i I jAAX By I' e af4) 11 1' DATE-ElL'q ` 1 MACKENZIE ENGINEERING INCORPORATED JOB NO. ZP02 f 0690 8 W.BANCROFT STREET PORTLAND,OREGON 97201(503)221.9560 SNT. /_OF P.O.BOX 69099 PORTLAND,OREGON 97201 FAX(509)228.12115 069111E R 01lT91RESEIRVED N . I 1 + f7.2 hlMty" I�Ji.Z V�,cz= 23 II. ii .i�fj 1 a j ` P�►-r 6r,4 m 12 '-ufew, CdLz,wv <✓/ All,11'4-1y V�►,eX ,i' P. it III t. I' l S - A4 „ 2�_8.0 + 13 ell mel 0 plc. 3 a �► ------ BY 45 5 ��1 DATE MACKENZIE ENa1NEgiRING INCORPORATED' JOB" '� 0690 S.W.13ANCAOFT STREET PORTLANO,ORFOON 97201(503)224.9560 SHT. OF P.O.SOX 49039 PORTLAND,OREGON 972011 FAX(503)228.1285 MACKENZIE ENGINEERING I------- '{ 989 ALL RIGHTS RESERVED I i 4 � i t ,•,...�o..,... - .. "' .+.... . .: .....,. . .. . ... ... ... �. ..... ... err• ,.... .. .. .e•:.,.•rik'• .�, J. � • �...i —7' I.. 1 4 1,IM' I / lZ - ?0 `l -�� G Z] �_ c z. st •�ls)(3g.5")? ,x,03' . ';::y, S i 122 : Tit vs (�,St C..`t. y 17-7 GLa -lbw` ;DL • I1. 3el .12, y u'SC 1. N� z "6 �s �' s2;�= l v-re s 1� `� '{'` i,•�'Nr�r1 C ,Tc. �,5� �� X/� fOR �G�Q I_!N„Si. SL 0,4 ;t .. ,ems i'�I}• ' 1 op,;lt a VV By I,fl � f DATE j 11► i - JOB NO._LSC '_t ? I MACKENZIE ENGINEERING INCORPORATED J� ,1 j 0800 S.W.BANCROFT STREET PORTI AND,OREGON 97201(803)221.9580 SHT:Lll__OF f IP .BOX 89039 POf TLAND,.1REGON 97201 FAX(503)228.1285 r MACKENZIE ENGINEERINU m i 1909 ALL 71MHTS RESF=t;' 1 S r , will - � � N.,117 h5� Ado { oAmW Nof 12, k- (1 o w,u go1 to ( M � Not a� P��o ��/�,x � 1 DATE MACKENZIE ENGINEERING INCORPORATEL JOS NO STRUCTURAL,CIVIL,TRAFFIC SHT.. V OF 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 MACICEN2iE ENGINEERING INCORPORATED BELLEVUE,WASHINGTON 98005•(206)451 1430•Fax(206)646 9629 loft,ALL RIGHTS RESERVED A l r. ddi r r: :f Fig a-lU ,rrat 1 ' d 10 r It 0 vmv I �q eTp-1, = �0�' x nod� .; �I� �"" �•� ED '?r,72 U TO'fP�, µ, BY 1 DATE — zIE ENGINEERING INCORPORATED �— MACKEN JOB NO. ' STRUCTURAL,CIVIL,TRAFFIC BHT._L(� OF 11 300 12OTH AVENUE NORTHEAST•BUILDING 3,SUITE 233 AACKENIIE ENOINEERINO INCORPORATED BELLEVUE,WASHINGTON 96005•(206)451-14 30•Fax(206)646 9629 (C)', ,ALL RK005 RESERVED y A� d1 r� All I c �vr 1, �,�� M . �� �� Fo v o N 4 cam► Ffl�oWINGi CP(�u��'�/o� '1��'�1 P�G ►�� L/9 Col, BY r�0 do v C � I DATE _ MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL, CIVIL,TRAFFIC I, SHT. OF 303 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 BE LLEVUE.WASHINGTON 98005•(206)451-1430,Fax(206)6469629 MACKENZIE ENOWELRINn INCORPORATED 1900.ALL RIGHTS RESERVED , ,r ;y ,. d Y axis I Axial load, kips: P - 60 --- 1 ----- ---------------------- I--- ---------------------I___ I TS 6 x 6 x .25 Yield stress, ksi : Fy - 46 I I I 1 1 --------------------- Duration of load factor - 1 I t t t I Klx/rx - 97.93 Allowed overstress, % /100 01 i X I I 1 I Kly/ry >- 97.93 MAXimum DEPTH, inches: d - 6 --I-----I-- Idl MINimum DEPTH, inches: d - 6 ' axisl I t i Fa, - 14.79 ksi MAXimum WIDTH, inches: b - 6 I I I t I Fbx - 27.60 ksi MINimum WIDTH, inches: b - 6 I iI 1 Fby n 30.67 ksi I---- ----I b fa - 10.73 ksi ------ X-AXIS ------- fbx - 1.78 ksi Effective length, ft: Klx - 19 0/ft - 19.02 fby - 0.00 ksi Unbraced flange, ft: lu - 19 -------------------------------------- Curvature coefficient: Cmx - 1 ASIC (1.6-la) t --fa - 0.73 Applied Moment , k-ftt Mx - 1.5 Fa f ____ _Cmx fbx_____ 0.11 ------ Y-AXIS ------- - - (1 - fa/F'ex) Fbx Effective length, ft: Kly - 19 Curvature coefficient: Cmy - 19 Cmy Cm fby - 0.00 Applied i ed Moment� Y k-f t t M - 0 --•---- y------ PP (1 - fa/F'ey) Fby ----- 0.93 Print, Revise, re-Start (P/R/S) ? Y axis I Axial load, kips: P - 60 1 --------------------- I _ 1 _ I TS 7 x 7 x . 1878 Yield stress, ksi : Fy - 46 l 1 I I t --------------------- Duration of load factor - 1 i f 1 I 1 Klx/rx - 82.33 Allowed overstress, % /100 - .01 X I I I I t K'.y/ry - 62.33 MAXimum DEPTH, inches: d - 7 I-----I-- idl MINimum DEPTH, inches, d - 7 axial I I I Fa - 17.68 ksi MAXimum WIDTH, inches: b - 7 11 I t 1 Fbx - 27.60 ksi MINimum WIDTH, inches: b - 7 1 1 i I Fby - 27.60 ksi ----- -----I b fa - 11.95 ksi ------ X-AXIS ------- fbx - 1.64 ksi Effective length, ft: Klx - 19 0/ft - 17.08 fby - 0,00 ksi Unbraced flange, ft: lu - 19 ----------------------------------- Curvature coefficient: Cmx - 1 ASIC (1.6-1a) t _ faa 0.68 Applied Moment, k-fts Mx - 1.5 Fa ------Cmx fbx_ ___ 0. 13 ------ Y-AXIS a (1 - fa/F'ex)-Fbx_ Effective length, ftt Kly - 19 Curvature coefficient: Cmy - 19 ______Cmy fby______ - 0.00 Applied Moment, k-ftt My - n (1 - fa/F 'ey) Fby ----- 0.81 Print, Revise, re-Start (P/R/8) ? F �f�p 6*0 � - ---- By �S DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL,CIVIL,TRAFFIC SHT.-�OF_ 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 BELLEVUE•WASHINGTON 96005 (206)451-1430•Fax(20()6469629tiIACKENZIE ENGINEERING INCORPORATEo 0 10x0.ALL AHTS RESERVED r a n IL-16 D�pPINq MSK pPE� �e�J N r 6PT M� �I � �- �'�� � � ��Yyl • �NPDED � E tE � Y 2j 2 �Elf� lot 1� pbP1E TN��I<tJti �, f o) I,y�� 9 10 -16' f By DATE MACKENZIL rNGINEFAING INCORPORATED JOB NO//AA•./. ���.- 0690 B.W.BANCROFT STREET PORTLAND,OREGON 97201(509)911.9560 SHT._SG�OF r �®MACKENZIE ENGINEERING INCORPORATED 1955,All RIGHTS RESERVED a ^x POO �210 Py1 �iC ) q�4 4 . _ .� _ .... . - c. 1 210 00 1 _f r t 'I i t i 02f 040 DATE. MACKENZIE ENGINEERING INCORPORATED JOB NO ME STRUCTURAL, CIVIL,TRAFFIC BHT.�a-OF _ 300 12CTH AVENUE NORTHEAST•BUILDING 3,SUITE.233 BELLEVUE.WASHINGTON 98005•(208)151 1130•Fax(208)818.9829MACKENZIE,ENOINEEPINO INCORPORATED Fly® Ion.ALL RIGHTS RESERVED , , !� T1 m .: - I�z"hNq Y�11�P� �a1�► Neth 4r, N F of o -•• � boat 1 Ott' >. � qd r Q• I . ' oViv� t1��''EP fP� T UUP W611 f 4m GIST � � 36�T¢,� � G�.,e 0��! 1 D � BY / DArE MACKENZIE ENGINEERING INCORPORATED JOB NO. t STRUCTURAL,CIVIL,TRAFFIC SHT.A14—OF a 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 BELLEVUE.WASHINGTON 98005•(206)451 1A)O•Fox(206)646 9629 MACKENZIE rl*WEERMIO INCORPORATED INg.ALL f nwS RESERVED 0 t a 1 1 �. • 1 L7 IF 5. F1 I A yy d 64 lue 6p. • 'i� i LVA V-Q-L Vdltiln• - �N& 'vIov of W J�o MPfI P lc� � r� GoMPo���1ti Wh�U� ENc�Eu �1Ru�1u�ti I IN\NAKD I. VOW [Arm ; 011P oil x 11,E x xj'o .� 1�12� �r 1009 r o� >� I.Z x u w P = 011 X I. I x 11 -� of Pp f �� o,� X I. I � I� � la o -- I �,�� Pyr • �� r.,q z !.� ���Eco�U ��E�• ME1�ao 1i, PIP . ( W_ eY ori DATE_ MACKENZIE ENGINEERING INCORPORATED roeNo� (� O600 S.W.BANCROFT STREET PORTLAND,OREGON 07201(!09)221.0560 BHT.. OF MACKF.NIIE ENGINEERING INCORPORAT40 I M,ALL RIGHT$RESERVED ,i , AT '� I Li I I heti y�h1�4co� Ilk rYj �I� ..,. p + h1�►� °0 _ I A?p By hos C MS I _ DATE ` MACKENZIE ENGINEERING INCORPORATED roe No. I-9 3A1 _ STRUCTURAL,CIVIL,TRAFFIC SHT. OF 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE[33 BELLEVUE,WASHINGTON 98005•(206)451.1430•Fax(206)6469629 F MACk LN21E ENGINEERING INCORPORATED 19E9,ALL RIGHTS RESERVED ---------------------- f l , f � 1 I 7 t 44 e 70 1X% 3- v VIA I7:�r 40 Lb 41 11 i i ar+. 1 • • 040 W IND �prp— J�P 4 . V ;rl 1 'fob , .� � (V) Ir, 0�1( INP G �76KHiG f`N��Y4fe7 �o�r� Gs JTWa i By i i i DATE MACKENZIE ENGINEERING INCORPORATED JOB No. STRUCTURAL,CIVIL,TRAFFIC SHT, or 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 MACKED Bf.LLEVUE,WASHINGTON 98005 (206)451 1430•Fax(206)6469829 T Igeg,ALL RIGHTS RESERVED-ENZIE ENGINEERING INCORPORA� 1 : 4 11014 4 t I. ow Cf�Id 10 OAP Fop(* I b o o ) 0 e By ' s DATE C MACKENZIE ENGINEE""IG INCORPORATED JOB NCI �-f — STRUCTURAL, CIVIL,TRAFFIC SHT. OF _ 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 BELLEVUE.WASHINGTON 98005.1206)151 1430•Fax(206)846 9629 ©MACKENZIE ENGINEERING INCORPORATED 1089,All RIGHTS RESERVFD • 4� v l J. r - _ 0 00*1 Jill 7- 1- • I r s' ✓OG9 T�I�F�� �a f� 1 POFI + c7o' -L 1 1000 r4i DATE c MACKENZIE ENGINEERING INCORPORATED JOB NO. 1� STRUCTURAL,CIVIL,TRAFFIC SHT._IZIL_OF 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 BELLEVUE,WASHINGTON 99006.(20!1)451 1430•Fax(109)946 9629 F(p MACKENZIE ENGINEERING INCORPORATED I0. ALL RIGHTS RESERVED J Y Y w R�DWI 00 #W6 fd FAO t z � Tu -- 01 (po i I MIN ug� 21�z ria Rb*P- I i U0 tial. Fl4f earl i BY h o DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL,CIVIL,TRAFFIC SHT. Of _ 300 120TH AVENUE NORTHEAST•BUILO!NG 3,SUITE 233 BELLEVUE.WASHINGTON 98005•(206)451.1430•Fa.(206)6469629 Q I MACKENZIE ENGINEERING IN;ORPORA' 0 19N9.ALL RKWTS RESERVED d. Y n �yy hw k I ►,J � For wip'q Adw � N ti I VV4 vol qu it � � •� � tj o I �5 F w p, o�/p (h _ BY__ ;' _ DATE MACKENZIE ENGINEERING INCORPORATED roe No. STRUCTURAL,CIVIL, TRAFFIC s►r,. OF—_— 300 1?0TH AVENUE NORTFIAST•BUILDING 3.SUITE 233 BELLE'lUE.WASHINGTON 98005 (206)451-1430 Fax(206)6469629 MACKENIIE ENGINEERING INCORPORATEO tgEY All RKiHTB RE9ERVEn sae+.9, OWN C 1 wwrM.HAF11tiTfiAWtiNM.N+iMFV�• ' 1 �►h rt_.. CP r N AREA( I N"•2) D( I N) ° 1 1 . 21► 2.5000 0 Ad Am 2 1 . 20 13. r�r►�►�► 3 1 . 20 23.5000 FC= 3. (►i►C.►O FY=L 64. 1►t i1►1► Fl= 14. t 1(.)1►!► H= 26. 0000 AX I AL=K MOMENT=i:.. FT A=I N COMMENT -9013. 016 +186. 769 21 .9581 .13P(0) -836. 958 +233. 118 20. 2687 1 -763. 631 +272. 267 18. 5794 -685. (fie= +305.Be6 16.890i i -604. 260 +333. 198 15. 2(117 -51 1. 3 1)6 +755.022 13. 5113 -•422. 74 ► +372.646 11 .8219 BALANCED CONDITION -360.695 +:'64. 487 10.3784 -291 . 204 +35C .►. 129 e.9349 -214. 792 +329. 573 7. 4914 -136.569 +299. 071 6.0479 3 -73. 536 +256. 054 4. 6044 +t►. i1►iJ +197.647 . 1609 PURE PENDING 1LIST 2RIJN 7LOAD" 4SAVE" `,CONTE, "LF'T1 7TRON8TROFFK.EY ()SCREEN i' BY DATE MACKENZIE ENGINEERING INCORPORATED JOBNOA-� -- STRUCTURAL,CIVIL,TRAFFIC SHT. OF 300 120TH AVENUE NORTHEAST•BUILUING',SUITE 233 MICKENZIE ENGINEERING INCORPORATED i', BELLEVUE,WASHINGTON 9800E•(206)451-1430•Fax(206)046 9629 ® 1"91 ALL RIGHTS RESERVED Nib PT � I I 2� I, rel PIS = �2,� �1� - , �(pp By DATE C1� MACKENZIE ENGINEERING INCORPORATED JOB NO. r f STRUCTURAL,CIVIL,TRAFFIC SHT.-- .�—OF 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 MEBELLEVUE,WASHINGTON 98005.(206)451 1430•Fa,,)206)646 9629 I MACKENZIE ENGINEERING INCORPORATED 1959.ALL MONTS RESERVED U� 1 I ' gym:. dOp. '4 �j 1..(�, v �' l{. 0• �Id' t fps' � .0 p .y lq}.� Y 4i HEIGHT- 22.5 REBAR= 0.7 ov THICKNESS- 5.5 p bat= 0.02 1 o I DEPTH- 3.6 AcO.75pbm 0.693 As eff= 0.843 4 REBAR Fy- 60 PF,I- ':.813 CONC. f 'c= 3000 � Es/Ec n= 9.3 Cm 1.945 Icr- 50.92 e- 2.75 Mn- 140.3 N Pius 3.5 PHI*Mns_114. 1 P2u- 5. 1 3 %DELur 0. 435 Plu+P2us 8. 6TRY DELTAus 4. a Wu 0.063 CALC Mur 89S„6 /.DEL%- -0.2 s CALC DELTAu- 4.281 pis- 2.9 IQs 166.4 � P29- 4.9 TRY DELTAss 1.21 Mcrs 24.85 Pis+P2s- 7.8 CALO Mss 49.88 Ws= 0.048 CALC DELTAss 1.212 DELTAcrs 0.363 J. H/100- 2.7 i. 77 t w„ r 4 � y t n. 1. e 1 ....PA I W, ?14 i I ,Kovl� � u I Fowl vi IN 4 a ., ' -- BY _ DATE I�• 'd MACKENZIE ENGINEERING INCORPORATED JOB NO—S — STRUCTURAL,CIVIL,TRAFFIC SHT. OF_--- 300 120TH AVENUE NORTHEAST•BUIL DING 3.SUITE 233 ENGINEERNO BELLEVUE.WASHINGTON 98005•(206)451.1430•Fax(206)646 0629 AIL 11"'IGHTS RESERVED�""TED - M- 1 1 FA 44, f HEIGHT- 19 REBAR= 0.31 w THICKNESS- 5.5 p bal- 0.021 DEPTH- 3.6 Ac0. 75pb= C..693 � As off- 0.442 RESPR Fy- 60 CONC. f 'c- 3000 PHI- 0.82 4 Es/Ec n- 9.3 C- 1.019 I cr- 31 . 6 r; e- 2. 75 Mn- 83.95 Plu- 4. 44 PHI*Mn= 68.85 J P2u- 3. 47 P1u+P2u= 7. 91 TRY DELTAu- 1 .67 %DELu- 0. 942 Wu- 0.02 CALC Mu- 30. 14 %DEL%- 715.4 CALC DELTAu- 1 .654 ■ I Pis- 3.67 a' P2s- 3.3 TRY DELTAS= 0.4 Ig- 166. 4 Pls+P2s= 6.97 CALC Ms= 15.96 Mcr- 24.85 Ws= 0.015 CALC DELTAs= 0.049 DELTAcr- G.259 H/100- 2. 28 i HEIGHT- 23 REBAR- 0.31 THICKNESS- 5. 5 p bal- 0.021 F DEPTH- 3.6 Ac0. 75pb- 0.693 As eff= 0. 442 j REBAR Fy- 60 CONC. f 'c- 3000 PHI= 0.82 Es/Ec n- 9.3 C- 1 .019 Icr- 31 . 6 e- 2.75 Mn- 83.95 Plu- 4.44 PHI*Mn= 68.85 P2u- 3.47 Plu+P2u- 7.91 TRY DELTAu= 4.9 %DELu- 0.319 Wu- 0.02 CALC Mu- 60.73 %DELs- -3982 CALC DELTAu- 4.884 Pls- 3.67 P2s- 3.3 TRY DELTAS= 0. 4 Ig- 166. 4 Pls+P2s- 6.97 CALC Ms- 19.74 Mcr- 24.85 Ws- 0.015 CALC DELTAS= -0.01 DELTAcr- 0.38 H/100- 2.76 i I ' X k X 17 V N i �oaF 09,fisL, �o Poor pvef� - �o -� oop T; �'f� ' � ') P°off �D •�, -g -poop I i. .'� Pouf �aN6� 1� FI 0 p/"p 6w By DATE5?� MACKENZIE ENGINEERING INCORPORATED Joe No. a STRUCTURAL,CIVIL,TRAFFIC BHT.—4Q—of 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 MACKENZIE ENOMLERNrO INCORPORATED 9ElLEVUE,wASHIN3TON 98005•(208)45t 1430 Fax(208)8489829 IM,ALL RIGHTS RESERVED f 1;:J VIS j pout hop �l � 1 �o a ' cob -[ P� 11 , � h BY DATE MACKENZIE ENGINEERING INCORP09ATED JOB NO. STRUCTURAL,CIVIL,TRAFFIC SHT. OF 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 MACKENZIE ENGINEERING INCMPORATFO BELLEVUE,WASHINGTON 96005•(206)451-1430•Fax(206)646-9629 19".ALL RK3HT9 RESERVED Yep• rY °�. IF 11 IN � r ho f o ' V I Fw al2l' lip Y, i i SPD i ( R y, 1 DSP ll � _ BV_ OVATE r I MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL,CIVIL,TRAFFIC BHT.— Of _ 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 BELLEVUE,WASHINGTON 99005•(208)451.1420•Fax(208)818.9829 ©MACr ENZIE ENOINEERIRG INCORPORATED 18E9,AlL RIGHTS RESERVED r a ny , y i1 I� 1 cl!I6 Arc- clb— • I O T- Ili„2 f Il ` 111 r. j: yy J BY Cr DATE i — — JOB NO, MACKENZIE ENGINEERING INCORPORATED STRUCTURAL,CIVIL,TRAFFIC SHT.jt�OF 300 120TH AVENUE NORTHEAST•BUK DING 3.SUITE 233 MACKENYIE ENOINEERINf1 INCORPORATED f' BELLEVUE.NAASHINGTON 98005•(208)451 1130•Feu(208)8�a 9629 m 1009,ALL ROWS RESERVZO—� 1 ) y F 1 r r\ l# , r� I 1 m N iA ITT- � 14A 1 By ' DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL,CIVIL,TRAFFIC BHT. cOF_Dri 300 12OTH AVENUE NORTHEAST•BUILDING 3,SUITE 233 J BELLEVUE.WASHINGTON 98005•(208)451.1430•Fax(208)848.9829 MACKENZIE ENOINEERM MICORPDRATEO 19".ALL RKIRTS RESERVED 1 CITY OF TIGA SITES1Fi 1'T CIIYOFT1�riRD C�F.:'IMJ:'T' NO. SfE�H :36 COMMUNITY DEVELOPMENT DEPARTMENT 041"IN 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223,(503)6394175 C)A'T'I. T.S!:i IJF::D: 10/ d1/88 —"-�- -- - PR I:M . PM'T' .N(7. 881362. ..101:3 ADDPESS : 7257 t5W KA131._w: LN TAX M/1L�/I_.U*Tr r S1:I.r'.09300 SUB: I._T : BK : LAND l.lLAK : LOT SIZE— WORK (71-A!-:35 : Al)ga:T':I:ON USE TYPE" : T.NC)(ISTRIA1... CIJT�J( YAF117 a : :10000 VALUE : � T IMI EPto . APF-,:A1: F1.11...1...7 : YF•w C::N(:,:CNRA::4EI:) F:CL..L_7 : NO I-'AV JNG'r : NO (:PAD 1:Nl:,"! : NO I..ANDSCati P ING7 ' NO t'. SITE. FyFik:POPA'TION7 ! NO !:i l'C)pM 17PATN97 : N(7 _ pt. r! i O FEES : W N PA(:TRUS T' PF.IAMIT $1.198 . 00 F. 111. !11W ,St,h atVc: F>l_.AN RE::VJ:IY:W R Pt^t.J.u►.r►cl tar 97201. PH(7NI: (."'50 'f) 13214 65/10 STATI:.' TAX $9 . 90 c' N MA(:;KEN'L,TF:: 'TOM R MA(', NZ11~: SA.l''T(J AN17 A!i!:i(:)(:: . A 5 n6vn .w F3ANr.:C1(7F T T F'rt r•t 3.;q.r1 rl (:)R 9'7 c'01. O R 'T(:)T'AI_. : �Al 20 1 .90 This permit is issued subject to the regulations contained in Title 14 i /�j ►�7� of the TMC, State of Oregon Specialty Codes,toning regulations and all other applicable codes ano ordinan.es, rind it ii hereby agreed that the work will be done in accordance wilh the plans and :I:N!iiF}L• specifications and in compliance with all applicahle codes and F :LNAi... ordinances The issuance of this permit does not waive restrictive covenants. Contractor and subcontractors shall have current city business tax permits. This permit will expire and become null and void it work is not started within 180 days,or if work is suspended or t abandoned for a period of 180 days any time after work has commenced. It shall be the responsibility of the permittee to assure all required ins ctions are requested and approved I V1 ti. , f ermitt a Signature Issued AY Cw�4 __-------- ('()1...I.- FOP, :I:IV511 ::1.:T:I.(.)N Gari' -1.1. 73 SEPARATE PERMITS REQUIRED FOR WORM. OTH!'R THAN DESCRIBED ABOVE a �(sP DAMES & MOORE A PROFESSIONAL LIMITED PARTNERSHIP 1:20 S.W. MORRISON ST., SUITE 404, PORTLAND, OREGON 97205.2260 (503)228.7688 September 19, 1988 I Pactrust 111 S.W. 5th, Suite 2960 Portland, Oregon 97204 V�j��Vv NN I�► f Attention: Mr. Tom Wiitala l' rX 0 Preliminary Site Evaivatiu.• Proposed Flir Building Triangle Site Kable Lane and 72nd Aveniv, Tigard, Oregon i Gentlemen: we are pleased to present the results of our preliminary geotechnical evaluation of the rbove referenced site. We understand that the site is to be used for industrial/commercial development of a currently unspecified nature. ` The work was initiated at the request of Mr. Tom Wiitala, and consisted of a t site reconnaissance and subsurface exploration by means of eight backhoe test r pits throughout the site. In addition, moisture content determinations were 4 performed to assist in evaluating the condition of the soils. The. results o: j our investigation and our preliminary recommendations for site development are presented below. i SITE CONDITIONS The site is trianqular shaped and is bounded on the south by Kab.le Lane, and on the east and west by Southern Pacific rail 11.nes. The rail lines merge at the north enr of the site, giving the site the triangular shape. The site is shown in relation to existing site features on the Site Plan, Plate 1. The site slopes gently down to the west and contains small drainage channels about 3 feet in depi-o in the north portion. The surface elevations range from about 160 at the east, end of the site to about 150 at the west end. The north- ern portion of the site is heavily covered with tall shrub brush with occasional medium sized trees. The southern portion is covered by medium to tall grass with several medium sized trees. The locations of the test pits excavated at the site are shown on the Site Plan, Plate 1. Logs of the soils encountered are presented in Plates 2 through 5. Soils encountered in the test pits generally consisted of a mottled dark brown and gray s{.lt with a trace of fine sand. The amount and grain size of the sand generally increases with depth. The silt soils are generally medium stiff to very stiff in consistency and have natural moisture contents in the range of 121 to 401. Soils in the upper 5 feet tend to have slightly lower moisture content. There did not appear to be any fill soils on the site. i OFFICES 'AORLMVIDE Ii i PRO MWDAMES & MOORE A PROFESSIONAL LIMITED PARTNERSHIP `- • PacTrust ` September 19, 1988 Page -2- ¢ Ground water was encountered in the southern portion of the site at depths ranging from 4.5 feet to 9.5 feet beneath current site grades which cor- respond to elevations of about 142.5 to 145. Ground water was not encountered in the test pits at the northern portion of the site. PRELIMINARY CONCLUSIONS AND RECOMMENDATIONS t � 1 I Soils at the site are suitable for construction of lightly loaded industrial, cocmerzial or residential structures using conventional individual j spread and continuous wall footings. Zones of soft soil or other conditions of special concern were not observed during the exploration program. We present the following preliminary recommendations for site develop- ment,* Site Preparation We recommend than top soil and vegetation be stripped from all areas to be used for structures or paving. The silt soils at the site are sensitive to changes in moisture content. Vehicle and heavy equip- ment traffic during wet weather can cause an increase in soil mois- ture content, the result being a lowering of the strength. Therefore, It would be desirable to defer earthwork to periods of dry weather, however, if earthwork is conducted during wet weather, a working b).%nket of crushed rock or other granular materiel ►should be used in heavily traveled areas to provide adequate support for con- struction equipment. The soils are also readily erodable, and meas- urea should be taken to control runaff from the site. Drainaige may be facilitated using a system of ditches brckfilled with crushed rock or free draining granular materials and wrapped in an appropriate drainage geotextile fabric. Foundation Support We recommend that conventional spread or wall footings founded on the existing soils or on suitably compactcu' fill soils be used for foun- dation support of. structures. Exterior end interior footings should be established at minimum depths of 2 and 1.5 feet respectively, below adjacent final grades. A 4 inch working pad of crushed rock or similar clean granular mater.i&l should be used in footing subgrade (I areas during wet weather to protect againrt disturbance during construction. if soft zones, organics or other deleterious materials IF 77 �INM�II A" } �!".0.,Y}I f."_.11i,C'�Ay t. r»y }.. 4rfoW Y•e'Yyill rd'diYVN(g1'kl�'1AC:WKR4}C'MM . r• DAMESMOORE A PROFESSIONAL LIMITED PARTNERSHIP PacTrue t September 19, 1988 Page -3- are encountered at footing subgrade level, these materials should be overexcavated by at least 2 feet or to firm soil and replaced with clean granulAr soils compacted to 95 percent of the maximum dry den- sity as determined by the Modified AAS('TO (T-18G) m.athod. An allowable bearing pressure of 2500 pounds per square foot (psf) may be used for foundations designed and installed in accordance with the above recommendations. Settlements of foundations designed and constructed in accordance with our recommendations are expected to be . within tolerable limits for typical concrete tilt-up office/warehouse structures. J4 Floor Slabs We recommend that lightly loaded floor slabs be constructed on grade y, bearing on the existing soils or on suitably compacted fill soils. Fill soils should be compacted to 95 percent of the maximum dry de;& - sity as determined by the Modified AASHT0 (T-180) method. We recom- mend that slab subgrades be proofrolled prior to placement of base rock materials. Further, we recommend that slabs be directly under- lain by a minimum 4 inch thick layer of crushed rock or clean granu- lar material that will provide uniformity of support and serve as a capillary break Ground water may be encountered at elevations in the range from 142 to 145, and perhaps several feet higher in the wet months of the year. Final gra- des should be established such that footings will be at least one foot higher than ground water levels. The information presented in this report is preliminary in nature, and is intended to help assess the viability of the site for future industrial, com- mercial or residential development. A more detailad investigation should be conducted when specific information about the types and locations of structures has been determined. `r a ` j!Y b, t] W k _ DAMES &- MOORE A PROFESSIONAL LIMiI'ED PARTNERSHIP 4 PacTrust r September 19, ..M ii Page -4- Dames s Moore would be pleased to assist you further with this project j as it develops. Please contact us if you have questions regarding the conclu- sions and recommendations in this report. { Yours very truly, J`� DAMES ai MOORE 6a©4 �Fr` John P. Martin C Associate Martin W. McCabe Senior Engineer. WD29:Pac.1-3 MMMsrfm 9268-011 . j Attachments i i i a; n , Log of Test Fits Test Depth in Feet soil* Description Pit From To e ;I 1 0 3 ML Grayish brown silt with frequent fine roots to 6 inch depth, occasional fine to medium gravel (Very Stiff) 3 10.5 HL-SM Mottled dark brown and gray silt with trace to some fine sand, occasional fine to medium gravel, some fine tubular and irregular voids (Medium Stiff to Stiff) r Increasing fine sand at feet Increasing fine to medium 1'F sand at 10 feet Test Pit Completed at 10.5' Depth. Groundwater Seepage at 6.5 Feet. 2 0 1.3 Root layer, 8-10 inches thick, underlain by gravel and weathered. concrete fragments 1.3 10 ML-SM Mottled brown and gray silt with trace to some fine sand, occasional fine roots and fine to medium gravel (Medium Stiff to Stiff) Some medium sand and trace to some clay with depth V-ry Stiff to Hard at 9.5 to ; 1, feet Test Pit Completed at 10' Depth Slight Groundwater Seepage at 7 Feet. `i I WD PLhTE 2 29 s P.l -- s y� ,.:,H r+•wx-+awry.. . r!�.:n,,.prw.N. ..,..+... ..,..W., its tl Log of Test Pits [ a Test Depth in Feet Soil* Description Pit From To ZMe 3 0 2 ML-SM Brown fine sandy silt with occasional gravel and fine roots (V=ry Stiff to Hard) 2 10 ML-SM Mottled dark brown and gray silt with trace to some fine t, sand and very fine tubular to irregular voids (Hard) '{{ Wood fragments at 4 feet Medium Stiff to Stiff at 9 +,. feet , Test Pit Completed at 10' Depth. Groundwater Seepage at 9.5 Feet. E� e5� ... 'fey. 4 p 10.5 ML-SM Mottled dark brown and gray silt with trace to some fine sand and very fine tubular to irregular voids (Medium Stiff to Very Stiff) Soft to Medium Stiff at 7 feet Increasing medium sand at 9.5 feet SVery Stiff) Test Pit Completed at 10.5' Depth. Slight Groundwater Seepage at 5 Feet. I PLATE 3 WD29%P.2 1 T ,1 Log of Test Pits Test Depth in Feet Soil" Description Pit From To -Type 5 0 0.5 Pot layer, 6 inches tt,ick i I 0.5 1.5 ML Brown silt (Medium Stiff to i Stiff) i 1.5 10 ML-SM Mottled dark brown and gray silt with trace to some fin sand, with occasional rub- e rounded medium to coarse gravel and very fine tub- ular to irregular voids (Stiff) increasing fine sand at 6 x feet R Test Pit completed at 10' Depth. Groundwater Seepage l at 8 Feet. 6 0 0.7 Root layer, 6 inches thick 0.7 1.5 ML Brown very fine sandy silt with occasional to frequent fine to medium roots (Very St'.ff) 1.5 10 ML Mottled dark brown and gray 1 silt with occasional very ,I fine tubular to irregular j voids (Very Stiff to Bard) Increasing fine to medium sand content below 8 feet Test Pit completed at 10' Depth. Groundwater Seepage at 4.5 Feet. ND2PsP.3 PLATE 4 1 ..w. ., T< .wb.eMar,.wi+wadaMAMVG�" +'��W`eL}�Mk'K"+'l+�alp^,nmrt,�tkwM;�iia�Ih:affFNf1�'i�. . • , Log of Test Pitt; Test Depth in Feet Soil* Description Pit From To Type Root layer, 6 to 8 inches 7 0.7 2 thick A 0.7 2 ML Brown very fine sandy silt with occasional to frequent 9 fine roots (Very Stiff) 2 10.5 ML Mottled brown and gray silt with occasional very fine tubular to irregular voids (Medium Stiff to Stiff) Test Pit Compl,.ted at 10.5' Depth. Ground%ater Not Encountered During Excavation. 6 0 0,7 Root layer, 6 to 8 inches thick 0.7 2.5 ML Brown silt (Stiff) 2.5 8.5 ML Mottled dark brown and gray silt with occasional very 1 fine tubular to irregul .r voids (Stiff to Very Stiff) Increasing medium sand at 7.5 feet i Test Pit Completed at 8.5' Depth. Groundwater Not. Encountered During Exca«•ation i i • See Plate No. 6 for soils classification information PLATE 5 `ID29tP.4 F k F ,MAI�."�A.RdINM+(�A''V';. - �K<',tM!4I•�i':Mrk9M'NWAr.^.r..«x,Vaa:NMi^..,._.:. .. .. ......... ..... .. MISS illlli� IM it f GRAPHIC LETTER TYPICAL DESCRIPTIONS MAJOR DIVISIONS SYMBOL SYMBOL I� 91 WELL•GRADEDGRAVELS,GRAVEL- •0 GW SANG MIXTURES,LITTLE OR NO 46 AND GRAVEL AND CLEAN GRAVELS a GRAVELLY . TOILE ILITTLE OR NO �. . S::'... . POORLY•GRADEOGRAVELS, i�..I. ... FINESI .:.:: � OP ORAVlLSANOMIXTURES,LITTLE OR NO FINES COARSE ....«: GRAINED SOILS SILTY GRAVELS,GRAVELiANO- Fr GM SILT MIXTURES GRAVELS WITH FINES MORE TI/AN M OF COARSE PR'-C• IAPPRECIASLE TIONRETAINED AMOUNT OF FINESI CLAYEY GRAVELS,GRAVEL-SAND- ON 1167rFWr GC CLAY MIXTURES WEIL•GRADEOSANDS,GRAV[LLY FAD . • �' SW SANDS,LITTLE OR NO FINES SAND CLEAN SAND .• AND ILITTLE OR NO 'P SANDY FINESI ':Gi)`:"rilU!;T' SOILS "'llrll�'f+4t'%l POORLY-GRADED SANDS,GRAVEL. it` SP LY SANDS,LITTLE OR NO FINES 4••''i�t�'•''I(�' MORE THAN 60% tt•\�'yfl.,•('�t OF MATERIAL IS 'JI!.k: LARGER THAN NO. 70031 VE SIZE SILTY SANDS,SAND41LT SAMOi WITH FINS SM MIXTURES MORE THAN W% OF COARSE FRAC• (APPRECIABLE TION►ABEING AMOUNT OF FINESI NO.4 CLAYEY SANDS,SAND-CLAY SC MIXTURES INORGANIC SILTS AND VERY FINE ML SANDS,ROCK FLOUR,SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO FINE SILTS LIQUID LIMIT CL MEDIUM PLASTICITY,GRAVELLY GRAIN[D AND LESS THAN SO CLAYS,SANDY CLAPS,SILTY SOILS CLAY6 CLAYS,LEAN CLAYS I I ! I ORGANIC SILTS AND ORGANIC IIIII III OL SILTY CLAYS OF LOW PLASTICITY II11 (III IIIII III INORGANIC SILTS,MICACEOUS OR MH DIATJMACEOUS FINE SAND OR SILTY SOILS MORE THAN EW SILTS INORGANIC CLAYS OF HIGH OF MATERIAL 16 AND LIQUID LIMIT CH PLASTICITY,FAT CLAYS SMALLIATHAN NO. CLAYS OREAI-ER THAN 60 1 SIZE ORGANIC CLAYS OF MEDIUM TO Un ui1;H PLASTICITY,ORGANIC SILTS PEAT,HUMUS,SWAMP SOILS WITH HIGHLY ORGANIC SOILS PT HIGH ORGANIC CONTENTS r NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS i 0 UNIFIED SOIL CLASSIFICATION SYSTEM r+ a 0 LL Dam**3 Mooh Nloe NO 3268-014-OA'd PLATE 6 I Aiiiiii"t I I MIR— r r w