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14945 SW SEQUOIA PARKWAY BLDGS 233-234-1 t " � h 1Y4`'.w ..� "a%. .7r'M'•Y2� ^'•sa< T.' ,. .R� _. .� - • 4 • •''.' _ ' ,._ : ,. _ y' � . ,:, '' ,� "� -.. ,.,: '�'+t'�wrs'Rt-wvw, roves .., .. • �',��r• .' L �` ., �„ a`. .a'. ,. :'�„• .,,, s,.�],�. .. .fir„ '..i _ � ^A-':' � • � �%�0., r ,.. �,°�"F art' .� �y��' r,'•ti�� -F �.. :ti i�{.:pr} } - (r a]��!r 1�.4r`' .. n I L)a 110 - - a Cb 0 � 2 IN 12.5 0 a z Mc 1101 Elm WA 40 or NORTE11"78T CL IV 0 r 14 pro ovu i � N �..M+rr+..e ................ a`"'"'w”'r+ra.......wa...nw.wr.nw....wr...«.wr-saY�'P-._. ....-w..:'w...,M;i.n, .. _...�.,.P-•.• .................-._. I f t ' .. ...- «._ -A•.nk•.+..,. rY may.. , .."K,.. `+4 n• r w+.e..ww...,........•..�.Rwn.�.wr...»...,.+�w�w.. w.a. � .....711.ww.y++M......w..w�w,m..o..._.P.m...ww•....r.w.. � �- �� +M�wY.:._.e�i1.p�Y•...+.+w"ra.�.�.,r•,y�.,..-,•..r.y,,,y„�w,►.,..�.,yy,,,.e,w....,.w. .r.,u,n �+•...r.IAs.�,gyyr. '��•iiA'IM.�,. b n.p-w•,s � .r..�w,r"••Y'MK1Vy"•w�M- -,wt•ryNMMRr.FLY1MI'w.nyM1AWf►.•0F,'.Y+sr/IYw'.��r W�'�iMVM 1 IL MA 1hT ( �.IVSI�.AM�1rM.M �.+�.0•�/.�fL'..��v,.� .,1�y,. r..�.�' .XiT �n s v 0 _ 'i .�- t ks dt Y :I. �; . 1. r ;::i►•'1 .:::;I��. �.,,.L.� 1. �:��f�'� I::: �..►I-�°!•�'.I��.I rr� �': 0F IF THIS DOCUMENT' IS LESS ' I � I ' I �r � I � I � I � � I � rI�T ) � I ��I � I � � I � IiI � � � 1 ) I Il..l III Ili SII ill ill �l�ll III III ' ! ll III III I ) I� - T 1 ' I I ! I'i��1 1 I f I I I I 1 1 I I I T i 1 'T� T 1 I I I I I I I I I I i � "I � LEGIBLE THAN THIS NOTATION , I I r1 ) ) I I I ) I I 1 1 1 T T III I I I I i 1 2 � �' � 1 � � 1 1 I iOCTOBER �IT I I' I f S DUE TO II-lE QUALITY OF � J ; _ No.36 THE, ORIGINAL DOCUMENT . �- _ -• E 6Z 8Z LZ 9Z Sew fiZ EZ Z TZ OZ 6T SI LT 91 5T � � T ET ZT TT QT 6 8 L 9 Iltl IIII Illl �� IIII IIII IIII )III IIII IIII IIll�liil III I' III I it I111I s I Z T �ili3w ILII I ( III I 11111111 fill IIII IIII IIII IIII Ilil III! IIII IIII IIII III! I i lllllllll IIIIIIIII Iilllllll Illi I II Iilill � III IIII�IiII iilllllll (II ! 1 �illlliilllllllllll 11 11 ,IIINII In SIGN PERMIT PERMIT #: SGN93-0036 DATE ISSUED. . . . : 02, 26/93 h EXPIRATION PATE: PARCEL. . . . . . . . . : 2S112AD-01000 2PNE. . . . . . . . . . . . a— P BUSINESS NAME. . : TELEPAGE NORTHWEST SIGN LOCATION. . : 14945 SW SEQUOIA PKWY APPLICANT/AGENT: RICH LEE BUSINESS TAX NO: SIGN: PERMANENT (X) F.IFESTANDING ( ) FREEWAY TEMPORARY ( ) WhLL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 2' X 23' TOTAL SIGN AREA. . . . . . : 46 sq.ft. WALL AREA. . . . . . . . . . . . : 2500 Aq.ft. WALL FACE ,DIRECTION) : S SIGN KEIGHT. . . . . . . . . . . 20 ft. PROJECTION FROM WALL. : 2 in. ILLUMINe\TION. . . . . . . . . : NON DESCRIPTION ^F SIGN: PERMANENT TALL SIGN. 2' X 23' = 46 SQ.FT MATERIALS. . . . . . . . . . . . : ALUMINUM EXISTING SIGNS. . . . .. . . : 0 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ i i APPROVED BY: s (`' � ✓ ----- ------— BATE: 02/26/93 RECEIVED PLANNING F�k315 1993 Permit »o_ CTI'Y OF T GAARD Sxc i �- rr APPLIMSON Me appli=-it 'iertd)y applies for a permit f,u the work indicated or as ::J-►uwn in the acc=panyinq plan, and spc-x:i f ications. PA C,,F c: e-oR Po.?.A m C-f,,/T,1 51-Z Slot IO=ON ADDRESS: �� 45 SfGQZJo/A �'K `� 7cxv1 233 " NAMF, OF BUSZNI�Ns: API'LSCANT/AGENT: 1zIGH (.EE CCMPANY. A- w�.yg�c o _ PHONE: The City of Tigard inposkx, an anrnmal Business Tax which must be kept current on all persons doing busiluss ill the City. Do you presently have a current busineos tax? YES ( ) NO (,�) U.L. Label if Mf-T✓o "PrR ►C-10pR 44c4t56 2425 PRDPOSED SI(W: (Check as many as a,,w.y)- ray G s,�,r�Tµ.. V4A "4,X� 5r � A A+-K-rj Go P� (� F'R1 WDiNDING ( } FRELIAW ( ) T-FM;'0RARY ( ) WALL ELEc-mmic ( ) B112BOAPD ( ) BALLOON ( ) SIC,Tt DIMENSIONS: _.% 7 '►`� � oZ �!. oZ3 EXP1I21dTON DATE: TOTAL SILK AREA (Sq. Ft.) : -- _-- ---__—_-_ WALL AREA (Sq. Ft.) : WALL FACE O� _ EML-41T (r't) : �.o ► Nf,'x4t+T S.��LL 17'Nlytrf Tod of _ 70 6eAVE PRt]JDCIrION FROM WALL: Z►► 17.11 MINMO14: YES ( ) NO N TYPE: _. COPY: -rFPftCj(-� Bo�T 5T- MATERIALS: f-MATERIALS: _ •OBO� �IJMii.lc�rn -- - ------_..----. -- EXLSMG SI4is- ADMI4T.cj, 'RA1TVE ESC 10N: N/A APPRL.`VED ( ) HCXd 1100i o AP2A ( ) HEIGff ( ) PLANNING DEl'A I' All sign permits must be ao=igkv-de,! by a scale Permit Fee: AS ' _ drawing and ploy nlan if work authorized under Receibr Nc: q—6L.3 rl a sign perinit has not been ampleted within ninety Approved days after the issuance of the perrdt, the pewit Date: =cA3-— shall ba-Ax e null and void. L3.DM.' -T.CAL PE RJWr I CE[TIFY ZIJT I AM THE REMFDM OWNER OF THF; RJQUIRFI:: YES ( ) 140 D< PRDPLcUY OR AN AGFT+'T ALIIHORIZFD BY rHE CktM. BUIL DING PEE ' &N4 MU1RE0: I'M ( ) NO ;X) Applicant S SignaU=e q'I��14e��-t- cp/BKMF MTM Address — 4 85 ephoonee— N:\WORD\CD1� F.-v\ --- - - - — ................ 11............ PACIFIC CCIPPCRATE CENTER SCOU01A PARKWAY s fIdRT N s r -1----- ----- I i Lu — — Z cr t I �c i i , I ��r ibk t� � �,� - +.I ,•.�1 1>rn�,.-�i�t.I ��:t it;ve�-~~�. 1�__ _ i ; SII I f .t 13 SW 72V0 .AVL. S I T E P L A ^ii EUGENE SIGN &AWNING CU. -, 1 Z.1 o vA V-19A-r` H fin' o _ _25 - 50,- -----::-:ioo �U�i��t< , cam. g742U 4'� TU P0r'TLANU CARMAN RD EXIT•291 Z^NPORATE OFFICE WES PtiC;IrIC .\\s� BUSINE-S CORPORATE PARK 11 %4 0 1 f 1✓ 1 D g L_ �( ._15 r�K.S+ j A d ..^ 'CT_._r. �' '•r rte-•S�' -': �, a'' Su 72ND AVENIE 1 �i iF i 9URlINCT2SN NOttTHEk^f R�—_ —" ---" --- Su 74TH MENI:f EUGENE SIGN & AWNING W. !.�lo O"q"7c 0 IN�ERS7ATE.S---_ f -- - ---^'.-- T I1� n A LAZE OSNE00` 'O Exi r*2.90 To A SALEM- 72 ^72ND AVENUE 1 !�y P^ \ i •� a uMI WI VNnW4Y�Y1'MYd161e4�.nN ��~"'vdl� hs*4 ,�'Po, ". PACTRUS owl, .. �' BUSINESS L11 .:.:6CENTER —at-tr tlu`a 1 --J TO TBC I R ti NORTH a WO 200 (-�, ',on oo 300 40-T50 eoo KNUMUMM B R A U N I N T E R T E C N O R T H W E S T INC. 5405 N . Lagoon Avenue P.O . Box 17126 Portland , OR 97217-0126 Phone: ( 503 ) 289•-1778 FAX: 289-1918 Special Inspection DAILY FIELD REPORT 12/09/91 LA. B REPORT N0 . :04-12.1-9696 CLIENT: H L Green Company Inc INVOICE: 613304 PROJECT : EADX-91-345 JOB ADDRESS: 15115 SW SEQUOIA PARK61nY PORTLAND , OREGON TYPE OF INSPECTION : CONCRETE PO NO: PERMIT NO : 91-02138 WEATHER:OVERCAST TEMP = 47 SOURCE : ROSS ISLAND I MIX PROPORTIONS - -SLUMP TICKET NO , QUANTITY MIX TEMPI . 3000 5 1/2 T-421062 9/45 70 Inspection Notes: ARRIVED ON SITE AT 8: 35 AM, POUR IN PROGRESS . PERFORMED RESTEE.L INSPECTION ON SLAB FROM B TO C LINE AND ROW 4 TO 8 , ALSO D TO E LINE AND ROW 3 TO 6 EXCLUDING S 'FROM E LINE . WORKMANSHIP WAS FOUND TO BE ACCEPTABLE . PERFORMED A SLUMP , TEMPERATURE TEST AND CAST FOUR CYLINDERS . cc :MACKENZIE/SAJO & ASSOCIAT IVSPECTOR : PATRICK FARRINGTON SUPPLIER N_)MBER: 591 CITY OF TIGARD THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY Or OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITH( JT OUR WRI'rTEN AUTHORIZATION . B R A U N I N T E R T E C N O R T H W E S T INC. 5405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-0126 Phone: ( 503 ) 289-1778 FAX-, 2e9-1918 CONCRETE COMPRESSION TESTS TEST FOR: H L Green Company Inc REPORT NO: 04-101-8897 CAST BY: DAVID WHITEHEAD P .O . NO: PROJECT :EADN-91-345 PERMIT NO:BUP-91-0143 ADDRE'SS: 15115 SW SEQUOIA PARKWAY INVOICE NO:613304 PORTLAND . OREGON DATE MADE.: 10/25/91 TYPE OF SP-CIMEN: 6 X 12 CONCRETE CYLINDERS DATE REC 'D: lO/26/91 3000 ^si . 3/4 MAX SIZED AGGREGATE N/A SACK MTX AD-Q_JTIVES: W/1% PT 20 C?Ji ROSS ISLAND STIP: 5 .J PRODUCT CODE :N/A N CODITIOIV- Gr STORAGE : ASTM TICKET N0: T-419392 AIR 7EMP:49 TIME : 10:00 AM Cll . YARUb:21/60 LOAD N0: 3 CONC 7EMP: 72 WEATHER:RAIN % AIR:N/A LOCATION OF ?OUR:PERIMETER SLAB ON GRADE BUILDING #233 WEST WALL LINE Test Weight Load - lbs . Age Date Mar k Pounds per s., in . Avera.ge Te�_t�d. 11/01/91 28 .7 x'210 7 DAYS 11/01/91 29 .6 12280 2250 7 DAYS 11/22/91 28 DAYS 11/22/91 28 DAYS If you should have any questions regarding this or any other report . please contact Pat Farrington at 28"-1778 ext . 28 or Diane Melka ext . 23 . Thank you . cc : MACKENZIE/SAJO & ASSOCIATES S11PPL I ER CITY OF TIGARD THIS REPORT I5 SL)SMITTSD oS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FCR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . LMLB R A U N I N T E R T E C N 0 R T H W F_ S T INC . 5405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-0126 Phone : ( 503 ) 289-1778 AX; 289- 918 Special Inspection QAI.I�y FI_ELD REPORT 10/09/91 LAB REPOEI NO . :C4-101-8448 CLIENT : H L Green Company Inc JNVOI,�E: 503004 PB_Q_ ECT : OFFICE BLDGS . #233 EAST JOB ADDRESS : 15115 SW SEQUOIA PARKWAY PORTLANC OREGON TYPE OF INSE Cq TION : S .S ./BOLTING PO NO.:N/A PERMIT_ NO: BUP91-0143 & 0144 WEATHER :SUNNY TEMP : N/A SOURCE: N/A Inspection Nates OBSERVED TIGHTENING OF 3/4 " DIAMETER ITW RAMSET/RED HEAD TRV BOLT WEDGE ANCHORS ON LEDGER BOLTING . THE TIGHTENING OBSERVED DURING THE BRAUN INTERTEC NORTHWEST PRESENCE CONFORMED TO THE MANUFACTURERS INSTRUCTIONS . 1-.ONFORMS ( X ) cc :MACKENZIE/SAJTO & ACCOC . INSF'ECTOF� : CHARLES CAP.MIEN CITY OF TIGARD NUMBER: 573 SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE C,= OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . B R A U N I iJ E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-0126 Phone: ( 503 ) 289-1778 FAX : 289-1911 CONCRETE COMPRESSION TESTS TESTED FOR : H L Green Company Inc: REPORT NO: 04-091-•806:3 CAST BY,: JOHN MIRACLE P .O . NO: N/A PROJECT :OFF ;CE BLDGS , ##233 EAST & 234 WEST F1ErMIT NO: BUP91-0143 0 ADDRESS: 151 i ' SW SEQUOIA PARKWAY VOICE NO_503004 PORTLAND OREGON DATE MADE :09/24/91 TYPE ^F SFECIMEN: 6 X 12 CONCRETE CYLINDCRS DATE REC 'D: 09/25i91 2500 psi , 3/4 MAX SIZED AGGREGATE N/A SA-CK_ MIX ADDITIVES:VR SQUPCE :POSS ISLAND SLUMP: 5 .5 PPODUCT :ODE : N/A CONDI'rION OF STORAGE : ASTM LAB TICKET NO : T-411'385 AIR TEMP:65 TIME : 10: 55 AM CU . YARDS ' 7/7 L9AQ :2 CONC TEMP: 76 WEATHER : SUNNY : AIR: 5 .8 LOCATION OF POUR : PADS ON BUILDING 233 AT LINE SIX AND SEVEN AT C , E AND G . Test Weight Load lbs . Age Date Ma k. Pounds per sg . in . Average Tested 10/01/91 27 .7 1980 1980 7 DAYS 10/22/91 28 DAYS 10/22/91 28 DAYS HOLD HOLD If you should Have any questions regarding this or any other report , please contact Pat Farrington at 289-1778 ext . 28 or Diane Melka ext. . 23 . Thank -ou . cc : MACKENZIE/SAJTO & ACCOC- CITY OF T:GARD SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEF:'EOF WITHOUT OUR WRITTEN At;THORIZATION . B R A U N I N T E R T E C N O R T H W E S T , INC. 5405 N . Lagoon Avenue P .O. Box 1.7126 Portland , OR 97217-0126 Phone: ( 503 ) 289-1778 FAX: 289-1918 Special Inspection DAILY FIELD REPORT /24/91 LAB REPORT NO . :04-091-8062 IENT : H L Green Company Inc INVOICE : 503004 )JECT : OFFICE BLDGS , #233 EAST & 234 WEST B ADORES$: 15115 SW SEQUOIA PARKWAY PORTLAND OREGON LE__Q INSPECTION: CONCRETE PO NO:N/A Ii.MIT VLBUP91-0143 & 0144 WEATHER:SUNNY TEMP: 65 URCE : ROSS ISLAND X PROPORTIONS _ SLUMP TICKET NO QUANTITY MIX TEMP . .1 5 .5 T-4173£5 7/7 76 a:oection_Notes: C�RVF1, �_ONCRETE POUR OF GRADE PADS ON LINE 6 TO 7 AT C , E AND G ON BUILDING PERFORMED QUALITY CONTROL TESTS AND CAST FOUR CYLINDERS . : ,'ACKENZIE/SAJTO & ACCOC . INSPECTOR: JOH14 MIRACLE --:TY 'jF T I6ARD NUMBER: ,IPPL I ER THIS REPORT IS SUBMITTED AS THE CuNFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE '-)F OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon ,avenue P .O . Box 17126 Portland , OR 97217-0126 Phone � ( 503 ) 289-1778 FAX: 28')-1'=►a CONCRETE COMPRESSION TESTS TEST . f-`OR : H L Green Company Inc: REPORT NQ: 04-0'31-8034 CAST BY : LAWRENCE WARFIELD P .0 . L10:N/A PROJECT :OFFICE BLDG5 , #233 EAST & 234 WEST PERMIT NO:SUP91-0143 & 0 ADDRESS: 15115 SW SEQUOIA PARKWAY INVOICE N0: 503004 PORTLAND OREGON DATE MADE:09/23/91 TYPE OF SPECIMEN:6 X 12 CONCRETE CYLINDERS DATE REC 'D: 09/24/91 3000 211. 31,14 MAX SIZED AGGREGATE UKN $ACK MIX ADDITIVES: 10 GALLONS OF WATER ADDED ON SITE SOURCE F" :S ISLr NG 5 .G PRODUCT C.ODE : 5210D CON D T� ION 011-- STORAGE ' ASTM TIL-L T _N0: ;-4 1�'25t ASR TEMP: 58 T IME : 7 : 30 AM YARDS: 11/2.:: LOAC) NO:2 CONC TEMP: 72 WEATH h :COOL % A R :N/A LOCATION._,OFPOUR: TILT PANELS #7 & PART OF #8: TOTAL PLACEMENT OF #2 , 03 , #4 , #_ . #7 . & #8 TODAY Tt s Weight Load •- lbF, . Age Date Mark Pounds Per sq. ip . Averaie Testes 09/2^n/91 29 .5 4160 4160 5 DAYS 10/21/91 28 DAYS 10/21/91. 28 CLAY_ HOLii HOLD HOLD HOLD If YOU should have any questions regarding this or any other- report . please ,.ontact Pat Farrington at 289-1778 ext . 28 or Diane Melka ext . 23 . Thank you . cc : MACKENZIE/SAJTO & ACCOC . CITY OF TIGARD SUPPLIER THIS REPORT 15 SUPMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR EINi ;' r MAY 7ILIZE THI S REP-CRT OR Ails PCrTICN THEREOF WITHOI,'' ;,.'n WR;TTEN rel;THOR:AZA7 : :.Nl . B R A U N I N T E R T E C N O R T H W E S T INC _ 5405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-0126 Phone: ( 503 ) 289-1778 FAX: 289-1918 Special Inspection DAILY F IEEP_BEPORT /23/91 L6E3 REF!0R NO . :04-091-8033 IENT : H L Green Company Inc INVOICE : 503004 OJECT : OFFICE BLDGS , 0233 EAST & :34 WEST jB_ADDRESS: 15115 SW SEQUOIA PARKWAY PuRTLAND OREGON PE OF INSPECTION : CONCRETE PO N : N/A RMIT NO_: BLIP91-0143 & D144 '_�jATH�R :CL0UDY 58 1URCE: ROSS ISLAND X PROPORTIONS SLUMP T1CK5L NO . QUANTITY MIX TEMP . ,0B 5 .0 T-417252 : 1/22 72 spection Notes , <SERVED CONCRETE PLACEMENT INTO TILT UP PANELS #2 , 3 , 4 , 5 , 7 & 8 FOR BUILDING t4 . I PERFORMED QUALITY CONTROL TESTS AND MOLDED ONE SET OF FTVE CYLINDERS ON JD LOAD . I VERIFIED DESIGN STRENGTH OF 3000 PSI ON PANELS . CONCRETE PLACED I5 )00 AND 28 DAYS BECAUSE CO�IFRACTOR WANTO TO PICK UP PANELS AT 7 DAYS . : ''ACKEN;'IE/S^ITO & ACCOC . IgS,PECTO; : LAWRENCE WARFIL'LD =ITY 01: TIGARD NUMBER : _•JPPL I ER THIS REPORT IS SUBMITTED A�, 7HE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIE ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT dR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . E C N ) R T H W E 5 T INC . 5405 N . Lagoon Avenue p .0 . Box 17126 Portland , OR 97217-0126 Phone: ( 503 ; 289-1778 FAX 2E�`�-1918 CONCRETE COMPRESSION TESTS REPORT N0: 04-Oy1-7972 T__STEQ FSR H L Green Company Inc. p O NO; N/A QAST Y: LAWRENCE WARFIELD PROD CT :OFFICE BLDGS , 3!233 EAST & 234 WEST P��QI_T NL_g`SQ3004143 & U 62DEF55: 15115 SW SEQUOIA PARKWAY DA_ TE MAD :09/20/91 PORTLAND OREGON YP OF SPECIM N:6 X 12 CONCRETE CYLINDERS DATE Rte-'�'0`�/21/91 40JU pSl , 3/4 MAX SIZED A G ATE UKN SACK MIX AGGITLyj : 20 GALLONS OF WATER ADDED ON SITE -LE_.4 75 5UUR(�L:ROSS ISLAND ERODUCT_ Cg5: 43106 C'1NDITI N OF STORAGE: ASTM TICKET NO: 1'417133 AIR TEMP:66 TIME : 10:40 AM 1_,._ ARp5: 11/22. COAD N0:2 CONC TEMP:74 W -ATHE :CLOUDY % AIR:N/A CA -ON 0 P9.VL=TILT PANELS 311E+ , 12 , 20 , 21 , 14 , 15 , 1 & 6 . Load - lbs . Age We ght Test TestedLate _Tk _Average_ 3330 3330 7 DAYS 09/27/91 28 '9 3930 14 DAYS 10/04/91 28 .9 3930 28 DAYS 10/18/91 28 DAYS 10/16/91 HOLD HOLD If you should has- a any que289°1778eextdz28 or1Dianeany Melkaother extreport , 23 . please contact Pat Farrir)gtcn at Thank You . cc: MACKENZIE/SAJTO & ACCOC . CITY OF TIGARD SUPPLIER TH1 3EPORf IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIL T AND IS INTE14DED FOR THE USE OF OUR CLIENT ONLY . NO OTHER F'cR50N OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . 1 1 sir w w•w � w B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue P .D . Box 17126 Portland , OR 97217--0120 Phone : ( S03 ) 289-1778 EA—X 8' -1'',!18 CONCRETE COMPRESSION TESTS TESTED FOR: H L Green Company Inc REPORT NO : 04-091-7972 CAST BY : LAWRENCE WARFIELD P .D . NO: N/A PPOJECT :OFFICE BLDGS , #233 EAST & 234 WEST PERMIT NO'BUP9? -0143 & 0 ADS RESS: 15115 SW SEQUOIA PARKWAY INVOICE NO: 503004 PORTLAND OREGON DATE MADE :09/20/91 TYPE_ OF 5PECIMEN:6 X 12 CONCRETE CYLINDERS DATE REC_'D:09/21/91 4000 pmt, 3/4 MAX 5IZ_ EG_AC,GREGATE UKN SACK MIK ADACITIV;5:20 ^LLONS OF WATER ADDED ON SITE ISLAND SLUMP : 4 .75 PRODUCT COCE: 4310B Q2401'710N Or STORAGE : ASTM T z(:.�_ T NO: T417133 AIR T EMP:e(: TIME : 10:40 AM CU.. YA SUS: 11/22 LOAD N0 :2CONC TEMP: 74 WEATH :CLOUDY a AIR :N/A LOCATION _OF POU8: TILT PANELS #1P . 12 , 20 . 21 , 14 . IF,! , 1 . & 6 . Test Weight Load - lbs . Ag(? Date Mark Pounds per sq . in . Average Tested 09/27/91 28 .9 3330 3330 7 DAYS. 10/04/91 14 DAYS 10/18/91 28 DAYS 10/18/91 28 DAYS HOLD HOLD you should have any questions regarding this or any other report . {ilei.:+Se rtact Pat Farrington at 289-1778 ext . 28 or Diane Melka ext . 23 . Thank you . cc : MACKENZIEiSAJTO & ACCOC . CITY OF TIGARD SUPPLIER THIS REPORT IS• SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF CUR CC.IENT ONLY . N• ) OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTI,IN THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-0126 Phone : ( 503 ) 289-1778 AX :. 289-1918 Special Inspection ' DAYFIELD REPORT )9/20/91 LAS REPORT N0 . : D4-091-7971 :L ENT: H L Green Company Inc INVOICE : 503004 �IROJECI : OFFICE BLDGS , #233 EAST & 234 WEST �O�f _ADDRESS.: 15115 SW SEQUOIA PARKWAY PORTLAND OREGON TYPE OF INSPECTION : CONCRETE/RESTEEL PO NO: N/A ?ERMIT N0: BUP91-0143 & O.144 WEATHER :UKN -TEMP : UKN �OURCF;-: ROSS ISLAND IIX PRQPORTIONS SLUMPTICKET N0 . QUANTITY =ODE: 4310B 4 .75 T417133 11/22 74 Cns�ection Notes : I OBSERVED PLACEMENT OF CONCRETE INTO TILT PANELS AND PERFORMED QUALITY CONTROL TESTS . I MOLDED 1 SET OF 6 TEST CYLINDERS AS PER CHRIS GREEN . THE CYLINDERS REPRESENT PANELS 12 & 18 . I ALSO CH+CKED RESTEEL IN PANELS 1 , 6 , 18 , 20 , 21 , 2 14 , 15 . & 12 . I NOTED A FEW DISCREFANCIES AS FOLLOWS . IN PANEL #1 THERE WERE 4 EXTEA #5 BARS ON THE LEFT SIDE PIL-ASTER THESE EXTRA BARS ARF FOF. PICKING PURPOSES ONLY( AS PER CHRIS GREEN ) THERE WAS LOOSE #5 BARS 4T THE CORNER ( LAST 4 ' _JF TOP & BOTTOM BARS WERE NCT TIED ) IN PANEL 46 IN LEFT HAND PILASTER THE #7 3ARS CALLED FOR ON THE SHOP DRAWING: WERE NOT IN . IN PLACE OF THEM WERE 2 #5 3ARS TIED TOGETHER AND SPLICED AT SEV'E'RAL LOCATIONS . THERE WERE BUNDLES OF 3 #4 3ARS USED F,C LAPS AT THIS LOCATION TOO . CHRIS GREEN WAS AWARE OF THIS AND SAID !% MACKENZIE REP . HAD LOOKED AT THIS PANEL AND ACCEPTED THE REPLACEMENT AND REIN- =ORCING BARS . IN PANEL #4 EXTRA #5 'S WERE NOTED IN THE RIGHT HAND PILASTER , TOP & BOTTOM T Dx') NOT NOTE ANY DISCREPENCIES IN PANELS 7 , 2 . 3 , OR 5 . ALL RE- 3TEEL DISCREPANCIES WERE CORRECTED BY OMEGA PERSONNEL EXCEPT PANEL 6 REPLACEMENT 3ARS NCJTED ABOVE . I ALSO VERIFIED RESTEEL IN 4 SPOT FOOTINGS ON LINE 1 AT LINES B , D , E AND G . 12 X 12 GRID 7 #5 BARS TRANSVERSE 5 45 LONGITUDE . 1 :c:MACP,ENZIE/SAJTO & ACCOC . INSPECTOR: LAWRENCE WAPF ?ELD CITY OF TIGARD NUMBER : SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT 0UR WRITTEN AUTHORIZATION . 117� B R A U N I N T E R T E C N O R T H W E S T INC . 54.05 N . Lagoon Avenue P .D . Box 171-16 Portland . OR 97217-0126 Phone : ( S03 ) 289-1778 FAX'-.2$_`iz-1.' 18 CONCRETE COMPRESSION TESTS TESTf�7 ( OR: H L Green Company Inc REPORT NO: 04-091-7931 C:a; r_�Y_: ED COATS P .O . NO:N/A RRrJECT :OFFICE BL.DG5 , #233 EAST & 234 WEST PERMIT NO.: BUP91-0143 & 0 Hi1�2 SS: 15115 SW SEQUOIA A PARKWAY INVOICE NO:'503004 PORTLAND OREGON DATE PIAUFW :09/19/91 T;(PE OF SPECIMEN:6 X 12 CONCRETE CYLINDERS DATE REC'L?:09/20/91 4000 psi , 3/4 tt6„Y, SIZED N/A SA(IS: M 022UIVE:N/A _-:,-)U C€: ROSS ISLAND SLUMP: 4 .5 PROD CODE :N/A C:ONUI'1 IDN !3F S'1'0 A1gE : ATP-t T41 .814 ALE rl :7 TIME : 10: 15 AM CU . YARDS : 3 N„tQ.: 1-9 CONE TEMP:78 WEATHER :�i UNNY AIR :N/A ,-OC ,%ISN OF POUF_: ' ILT PANELS 1, 9 ) , 9-10-11-14AE-15AE-13 . 16 . 17 , 1'4 Test Wei��ht Load - lbs . r=� � Qat ark Pounds per_ sq . irL. Aver y TestC 09/26/91 29 .2 2830 7 DAYS 09/26/91 29 .5 3180 3010 7 DAYS. 10/17/91 28 DAYS 10/17/91 28 DAYS If you should have any questions regarding this or any other report , please. contact Pat FarrLngton at 28'-4-1778 ext . 28 or Diane Melka ext . 23 . Thank you . cc : MACKENZIE/SAJTO & A(7c--0C: . CITY OF TTGARD SUPPLIER THIS ( SPORT IS Sl)BMITTED AS THE CONFIDENTIAL PROPERTY OF CUR LIENTAND I:, INTENDED FOR THE G; i- 31•� c)JR "-IEP " ONLY . N`, OTHER PERSON OR ENT ITY MAY JTILIZE THIS REPORT )R 1VjY PORTION THEREOF WITHOUT :�L ri WRITTEN AUTHOR I ZA T:ON . ws B R A U N i N T E R T E C N 0 R T H b! E S T INC . 5405 N . Lagoon Avenue P .C . Box 17126 Port sand OR 972.17-0126 Phone, ( 5c3 ) 289-1778 FAX:...._:gig`.: -1.918 s k;ONCRET'E COMPRESSION TESTS NO 04-0 i1-793Z :� T.ESTCQ._f:QR: H L Green Company Inc FLO ,REF'IRT T :O CAST ED COATS PROJEC OFFICE BLDGS . 0233 EAS' & 234 WEST PERMIT N0 : BUP91-014'3 & 0 LC&DR ',:';: 15115 SW SEQUOIA PARKWAY INVOICE 'x_503004 PORTLAND OREGGN DATA TYPE OF 5-PE�;_IMEN: 6 X ] 2 'ONCRETE CYLINDERS Z6=,- _FSE';- 'D_:09/20/91 4000 P51 , 3/3 MAX SIZ, L Arch_ N/A SA. C� MIX ADT.T,T VE5,: N/A SL�U : 3 .5 5OUkGE: ROSS ISLAND PRODUCT �QDE:N/A cONDIT A--O F' STOKr,I.7t : ASTM OIL': 122 :00 GU . YAFG` 83 r TIC,�I�L.T_ N0: T41E,818 AIR TEMF': 78 T i i_IAf NO:5-47 4QN� TEMP '82 WEATHER :SUNN`i % AIF :N/A Lr�Cr�TION OF '0_ Ufa : 1 !LT P�4NELS ( �� 1 :AME q� 9- 10-11-14AE-15gE , 13 , 1E� , 17 19 Weigh` Load - lbs . Age Te :t T?��,t r: Date Mark Po�n•�s per 5 . in _ Avera�F g= _ 29 .4 317C 7 DAYS 09/26/91 3220 3200 7 DAYS. 09/26/91 29 .3 28 DAYS 10/17/91 28 DAY_ 10/17/91 If y«u should have any questions regarding this or any other report . Please contact Pat Farrington at 289-1778 ext . 28 or Diane Melka exL . 2.3 . Thank you . cc : MACKENZIE/SAJTO & ACCO(:. . CITY OF TIGARD SUPPLIER THIS REPORT IS SUBM:TTED AS THE CONFIDENTIAL PRCrPERTY OF CUP' CLIF_NT ANC- I INTENDED FOR TuE USE OF OUR CLIENT 0�1Y . NJ :;'HEP PERSGN OR ENTITY MAY .. i :'_:ZE THIS REPORT OR Arty ='-;RT:ON 1'HERECF WITHOUT OUR WR:' TEti Ak "HCP' ZAT:;)N. . r 0 R A U N I N T E R T E C N O R T H W E S T INC. 5405 N Lagoon Avenue P -0 Box 17126 Portland , OR 97217-0126 Phone : ( 503 ) 289-1778 F.AX : 289-1918 Special I nspect..on DAILY FIELD REPQRI LAB REPORT NO . '04•-091-7933 H L Green Company Inc INVOICE : 503.)04 OJ CT : OFFICE BLDGS , #233 EAST & 234 WEST CLQ ADDRESS: 15115 SW SEQUOIA PARKWAY PORTLAND OREGON TYPE OF INSPECTION : CONCRETE PO NO: N/A HERMIT NO: BUP91-0143 & 0144 WEATHER :SUNNY TEMP: 75-58 LOURCE : ROSS ISLAND 11X PROPORTIONS `_ SLUMP TICKET NO . _ L ANTITY MIX TEMP . 4310H 4 .S T416814 1-9 78 43108 3 .5 T416818 5-47 82 rnsPection Notes : TILT PANELS ( 9 ) , 9-10-11-14AE , 15AE , 13 , 16 , 17 , 19 . 2 SETS OF 4 CYLINDERS CF',ST RESTEEL INSPECTION MADE ON .2 FOOTINGS ON NORTHEAST CORNER FOUND TO BE CONFORMING 70 DRAWINGS FURNISHED ON JOB SITE . ^ONFORMS ( X ) c :MACKE:4ZIE/SF)JTn & AC(-u(-, . INSPECTOR : ED COATS CITY OF TIGARD NUMBER : SUPPLIER THIS REPORT IS SUBMITTEC. AS THE CONFIDENTIAL r RTY OF OUR CLIENT AND IS INTENDED FGR THE USE OF OUR CLIEr 1_Y . NO OTHER oERSC'N OR ENTITY MAY UTILIZE THIS REPORT u, Y PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-012 :, Phone : ( 503 ) 289-1778 FAX: ''89-117'1^ Special`Inspection QP _FIELD REPORT 09/18/91 LAB REPORT NO . :04-091-7856 CLIENT : H L Green Company Inc INVOICE : 427704 PROJECT : OFC . SLDGS . 0 233 EAST & 234 WEST JOB ADDRESS : 15115 S .W . SEQUOIA PARKWAY PORTLAND OREGON HYPE OF INSPECTION: CONCRETE/RESTEEL PO NO:N/A PERMIT NO : BUP91-0143 & 0144 WEA=HER,:CLEAR TEMP : 88 SOURCE : UKN Inspection Notes : PE RFCRM RESTEEL INSPECTION FOR TILT UP PANELS 9 , 10 . 11 , 13 , 1E , .7 . AND 1.9 . ALL RE37EEL IN PLACE , #9 PANEL HAS TIES AT 12" OC NOT 7 .5" OC . BLDG 233 EAST CONFORMS ( X ) cc :MACKENZIE/SAITO R ASSOC . INc'aE: 70R : HENRY TIMZEN CITY OF TIGARD NUMBER : SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL. PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . r B R g U N I N T ERT E C N O R T H W E S T INC 5405 N . Lagoon Avenue p O . 'ox 17126 Por 8 11 , OR 972.17--012,_, ?hrne' C50' % =8`�-1779 ' CONCRETE COMPRESSION TESTS O4-091-7641 RE^O ' ' anY Inc yp N/A &�T FOR: H L Green Comp `M�T-O : 91-0143 & 0 ��0 T DEAN SUMTN Kim EA: T & 234 'WEST TAJJO�`c yp: 427704 F3' �3I, CS C BLDGS . PROJEL:T:OF ' eEQUOIA PARKWAY DATE AC`. :C0q i2 1 C==5: 15115c� .I,.; • _� r.[,,- DA7E : 09/1?/91 PORTLAND OREGON 1 1) Cu!�CREYE GY'�' !` TYPE_ r SPECIMEN -6 ' SIZ~D AGGPEGAT'- N/A SraCK_MIX 300, PSI , 3/4 I"�— G NONE ISLAND FPL�C?_ 0 gSTM & F IE:.0 T T ,h STCRAC r. 1 YARDS�:''i CNC' i i� IMS 10 ' 25 TICK T..�`�-�: A1=?�';�� C:O�C .80 r1E�1.�H�`_�C1CgR ! :1 . 13 AND h 1 UP PANEL pr POUr. :3UILDING 2 34�T-I�TCO^Y-+*:x Aye ac.; - ,o^ 9��.ra�- Tee..ecl WeLo ight p a Testpo nds 5 GAYS. Mme:I� 2990AM 5 DAYS 'Wi=g FCL 23 '0 3310 299C 331OPM HOLD 09/16/91 27 .7 5 DAYS 09.'16/91 FCL 3100W 5 DAYS 3100 329OPM gSTM 27 .6 3290 HdL Q E•/9 28 .0 09/16/q1 AST`^ HOLD or any other report , Please regarding this ext . 23 . should have any questions Pxt 2�3 or Diane Melka if You ton at 289-1778 contact Pat Farrington Thank you . cc MACKENZIE/SAITO & ASSOC. - CITY OF TIGARD SUPPLIER PRCPER7� Or ^UR c S;;gMITTED AS THE CONFIDENTIALOF OUR fFN ` ONLY NO THIS REPORT I� FUR THE USF "Is REPORT `R ANY ?CRT I,^,N CLIENT AND IS INTENDED M OTHER PERSCN OR AY 'J71LIZE TTTEN AUTHOQ:7ATION . EN THEREOF WITHOUT OUR WR B R A U N I N T E R T E C N 0 R T H W E S T INC . 5405 N . Lagoon Avenue P.O . Box 17126 Portland , OR 97:217-0126 Phone: ( 503 ) 289-1778 FAX : 289~ 918 SPecial inspection QAI_LY FIELD REPORT 09/11/91 `LI LAS REPORT NO :04-091-7690 T : H L Green Company Inc NVOICE : 427704 ?ROJECT : OFC . BLDGS . # 233 EAST & 234 WEST JCB ADDRESS : 15115 S .W . SEOUOIA PARKWAY PORTLAND OREGON TYPE OF INSPECTION : CONCRETE PC) NO: N/A 'ERMIT NO: BUP91-0142. & 0144 WEATHER•CLEAR TEMP : 73 SOURCE : ROSS ISLAND M=_XPROPORTIONS _ SLUMP TICKET NO MIYTEM.-n QUANTITY . 3000 �, .0 A 1 1?3'-�9 N/A 80 :r,svection Notes: CONCRETE TESTS PERFORMED ON TILT PANELS 10 . 11 . 13 AND 16 BUILDING 234 . SIX TEST SAMPLES TAKEN . ,. :MACKENZIE/SAITO & ASSOC . � r- TOR : D. 'JMINSKI CITY OF TIGAR("> -TOR 399SUPPLIER THIS REPORT IS SUBMITTED Ab THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MA" UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon AAvenueRECEIVFD FLANNINO P .O . Boy 1716 Portland , OR 97217-0126 'F Phone: ( 503 ) 289-1778 FAX: 289-1918 Special Inspection DAILY FIELD REPORT 09/10/91 LAB EPORT _N0 . :04-091-7568 CLIENT : H L Green Company Inc TNVOICE : 427704 7ROJECT : OFC . BLDG.; . A 233 EAST & 234 WEST JOB ADDRESS : 15115 S .W . SEQUOIA PARKWAY PORTLAND OREGON 7YPE OF INSPECTION : CONCRETE FO NO:N/A IT NO: BUP91-0143 & 0144 WEATHER:CLEAR TEMP : 03 RCC : ROSS ISLAND '.'IX PROPORTION SLUMP TICKET NO . QUANTITY MIX TEMP . '.000 4 .25 7416434 N/A 78 - nspection Notes: ESTEEL CHECKED AT BUILDING 234 FOOTINGS LINES 3 TO ON A . 7 TO 8 ON C AND 7 3 OLN E . CONCRETE ALSO PLACED AT TILT PANELS 4 . 5 . 7 , 8 AND 9 . CONCRETE TESTS 'ERFORMED AND SIX TEST SAMPLES TAKEN . -ONFORMS ( X ) c :MACKENZIE/SAITO & ASSOC . INSPECTOR : CLEAN S•UMINSKI CITY OF TIGARD NUMBER: 39'? SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT Ot:,-.Y . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97417-0126 Phone: ( 503 ) 289-1778 FAX: Z89-1918 CONCRETE COMPRESSION TESTS TESTED FOR : H L Green Company Inc REPORT N0: CAST BY_: DEAN SUMISNKI 04-091-7569 PROP .O . NO :N,�A_ JECT :OFC . BLDGS . # 233 EAST & 234 WEST PERMIT NO: F3UP91-0143 & 0 ADDRESS : 15115 S .W . SEQUOIA PARKWAY INVOICE NO: 427704 PORTLAND OREGON DATE MADE :09/10/91 TYPE OF SOECIMEN:6 X 1.2 CONCRETE CYLINDERS DATE EEC D:09/11/91 3000 Psi, 3/4 MAX SIZED AGGREGATE N/A SACK MIX ADDITIVES.: NONE SOURa:ROSS ISLAND PRODUCT CCD :43108 ` _��"1P= CONDITION OF STORAGE : ASTM AND FIELD TICK T NO : T416484 AIR TEMP •63 TIME : 10:20 CUYARDS :N/A LOA N0 : 1 ' T MP: 78 WEATHER :CLEAR % A LOCATION OF POUR . BUILDING 234 TILT PANELS 4 , 5 , 7 , 8 AND N/A Test Weight Load - lbs . Date Mark PoundsAge Per sq . in Average Tested 09/16/91 FCL 28 .4 2640 09/16/91 FCL 2640AM 6 DAYS HOLD 28 .5 2580 258OPM 6 DAY:; 09/16/91 FCL 29 .0 2720HOLD 28 .9 09/16/91 ASTM 2720AM 6 DAYS HOLD 2550 255OPM 6 DAYS HOLD If you should have any questions regarding this or any other report , p.,ease contact Pat Farrington at 289-1778 ext . 28 or Diane Melka ext . 23 . Thank you . c.c : MACKENZIE/SAITO & ASSOC . CITY OF PORTLAND SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FCR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UT;LIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . BRAUNRAUN Braun Intertec Northwest,Inc. 5405 North Lagoon Avenue P.O.Box 17126 NT E R T E C Portland,Oregon 97217 503-289-1778 Fax:289-1918 Engineers and Scientists serving the Built and Natural Environments September 9 , 1991 Client No. 36100 Report No. 09-091-1478 H. L. Green RECEIVED PLANNIN(' 15115 S.W. Sequoia Parkway Suite 200 `;F l' j 3 19,91 Portland, Oregon 97224 Re: Footing Inspection Building E-233 and E-2.34 Pacific Corpor:1te Center Tigard, Oregon Permit No. BUP9'_-0143 (E-233) BUP91-0144 (E-234) Dear H. L. Green: At your request, we have inspected the footings for Building Nos. 233 and 234 . This inspection was conducted on August 14 , 1991 . The interior and exterior footings of Bldg. No. 234 and the interior footings of Bldg. No. 233 have been founded on undisturbed soil and structurally engineered fill as per our soils engineering report. The footings have beer) satisfactorily prepared from a soil engineering standpoint fcr the plac:,ment of concrete. We will be a•,railable for fn.r',h2r consultation as may be r�yuireu. sincerely, Charles R. Lane, P.E. crl :pb cc: PacTrust City of Tigard Providing services formerly off»red by Northwest Testing lobiratones, Inc ^r, 8 R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenl.le P .C . Box 17126 Portland . OF: 97217-012C-•. } ^hc:n : ; 503 ) 289-1778 I F a�19.t ii x CONCRETE COMPRESSION TEST'S RFPORT, 0: 04-091-7566 TrED FOR' H L Green Company Inc �'�{NO :N/A CAST BY ' DEAN SUMINSKI ELB BUP91-0143 & 0 aR2 :OFC . BLDGS . # 233 EAST & 234 WEST ;IN _�Vo427704 ADDRESS: 15115 S .W . SEQUOIA PARKWAY DATE Mp h:09/09/91 PORTLAND OREGON A E RECD;09/10/91 TYPE 0� SPEW IMEN:6 X 12 CONCRETE CYLINDERS 2 L...-- 3000 psi , 3/4 MAX SIZED AGGREGATE N/A ��AGI(MI%C Af�ITIVES:NONE CSL JMP ; 2 .E SCS R Z:ROSS ISLAND aRCOUCT GODE: 431U8 CON7_ TION OF STORAGE' 3 ASTM & 3 EiE-ID -.URE TEMP • 5 J T IM :7 :00 GU�, YARQ.,.t 1/A TiCI':ET NO T41572G AIRS-- p ��!*N/A JAC_^! = 1 LONC TEM -. 77 6JF_AT H R :CLEAR _OCATION OF POUR:BUILDING 234 TILT PANELS 1 , 3 , 6 , 12 , 14 , 15 , 17 , 18 . 1 . AND 2? Age Weight Load - TA:�tec. Test per sp . in . Avera.�e Date Mar k F'�u ds 3040 3040AM 7 DAYS 09/16/91 FCL 28 .2 274G 2740PM 7 DAYS 09/16/91 FCL HOLD HOLD FCL 3380AM 7 DAYS C9/16/'�l ASTM 28 .7 3240 3240PM 7 DAYS 324U 09/16/91 ASTM 28 .9 HOLD HOLD ASTM er If you should have any ateS89�1778ns ePxt �+'8 or1Dianeah MelkaextrePort ' please contact Pat Farrington Thank you . cc: MACKENZIE/SAITO & ASSOC . CITY OF PORTLAND SUPPLIER THIS REPORT IS SUBMITTED AS THE CONF.:ENTTAL PROPERTY OFNOUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIEN OTHER PERSON OR ENTITY MAY UTILIZE THIS RF-'CRT OR ANY PORTION THEREOF WITHOUT OUP. WRITTEN AJTHORIZATION r B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue P .O . Box 17126 Po-tland , OR 97217-0126 Ph r-)ne: ( 503 ) 289-1778 E-A-y1:--a-89-LI-9 18 Special Inspection D -I_J�Y_FLELD REPORT J9/09/91 LAB REPORT N0 . :04-091-7565 LIENT : H L Green Company Inc INVOICE : 427704 DROJECT : OFC . BLDG, . 0 233 EAST & 234 WEST JOB ADDR -S : 15115 S .W . SEQUOIA PARKWAY PORTLAND OREGON TYPE OF" INSPECT ION : CONCRETE PO _NO: N/r1 -'ERMIT_NO: 8UP91-01433 & 0144 WEATHER CLEAR TEMP 55 OURCE : ROSS ISLAND IIX _PROPORTIONS SLUMP TICKET N0 . OUANT6TY. MIX TF_MP� 1000 2 .5 T415726 N/A 77 ; nspection Notes: ONCRETE PLACED AT TILT PANELS 1 , 3 , 6 , 12 , 1.4 , 15 , 17 , 18 , 19 , 20 , 21 AND 22 , I:X TEST CYLINDERS TAKEN AND CONCRETE TESTS PERFORMED . :�ESTEEL CHECKED AT TILT PANELS 2 , 4 . 5 , 7 . 8 , 9 , 10 , 11 , 13 , 16 , 14A AND 15A -ONFORMS ( X ) c : MACKENZIE/SAITO & ASSOC . INSPECTOR DEAN SUMTNSKI CITY OF TIGARD NUMBER: 399 SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFi�'cNTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue P .O . Box 17116 Portland , OR 972'•7-0126 Phone : ( 503 ) 2F,9-1778 FAX : 289-1 ?18 Special Inspection QAILY FIELD REPORT )9/06/91 LAE REPORT N0 . .04-091-7597 :LIENT : H L Green Company Inc INVOICE = 427704 3ROJECT : OFC . BLDGS . 0 233 EAST & 234 WEST 70B ADDRESS,: 15115 S .W . SEQUOIA PARKWAY PORTLAND OREGON "YPE OF INSPECTION : CONCRETE/RESTEEL PO NO: N/A 'ERMIT NO : BUP91-0143 & 044 WEATHER.:CLEAR TEMP . 82 SOURCE : N/A Lection Notes: -'EciEEL CHECKED AT TILT UP PANELS BUILDING 0234 PANELS 01 , 3 , 6 , 12 , 14 , 15 , 17 , 1£3 , 19 , 20 . 21 AND 22 . RESTEEL CONFORMS TO PLANS AND SPECIFICATIONS . _ :MACKENZIE/SAITO & ASSOC . INSPECTOR : DEAN SUMINSKI CITY OF TIGARD NUMBER : 399 SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY �iAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . B R A U N I N T E R T E C N 0 R T H H E S T INC . 5405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-0126 Phone : ( 503 ) 239-1778 FAX`_.28n-1918 CONCRETE COMPRESSION TESTS STED FOR: i, L Green Company Inc REPORT NU: 04-081 -7313 QST BY DEAN SUMINSKI P .O . NO: :CJECT :OFFICE BUILDINGS PERMIT NO: B' iP910144 _LCRES : ( E-233 ) & 234-( W ) INVOICE NC_427704 PORTLAND OREGON DATE MAD�:08/27/91 pE OF SPECIMEN: 6 X 12 CONCRETE CYLINDERS DATE REC 'D: 08/28/91 )00 psi,, 3/4 MAX SIZED AGGREGATE N/A SACK MIX DITIVES_:VR %URCE : ROSS ISLAND SLUMP:4 .0 ODUCT CODE :NONE %NDIT'ON OF STORAGE : ASTM LAS r ,,E_T NO: T425715 AIR--TEMP:56 ITIIME :8: 40 4M C.U . YARDS:N/A )AD NO:N/A CONC TEMP: 77 WEATHER :CL.OUDY % AIR: 4 .4 1_�ATION OF POUR_:PERIMETER FOOTING FADS WEST , SDt_JTH AND EAST BUILDING Weight Load - lbs . Age `? Mark Pounds Der sq . in . Average Tested �3/?1 4/03/9! 27 :� 2120 7 DAYS 2070 2100 7 DAYS "24/91 27 .6 3020 28 DAYS 4/24/91 27 .6 3130 3000 28 DAYS you should have any questions r;>garding this or any other report . please )ntact Pat Farrington at 289-1778 ext . 28 or Diane Melke ext . 23 . ;a n I, you . CITY OF TIGARD MACKENZIE SAITO & AS OC SUPPLIER THI _ REPOR1 IS tiUBM:TTED AE THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR FN`IITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . B R A U N I N T E R T E C N O R T H W E S T INC . 54015 N . Lagoon Avenue P.O . Box 17126 Portland , OR 97217-0126 Phone : ( 503 ) 289-1778 FAX: ?89-1918 Specia-l�Inspection DAII Y_FIELD REPORT :)8/27/91 LAB REPORT N0 .-:04-081-7312 .LI NT : H L Green Company Inc INVOICE-: 427704 ='ROJECT : OFFICE BUILDINGS JOB ADDRESS : ( E-233 ) & 234-( W ) PORTLAND OREGON YPE OF INSPFC'T ION : CONCRETE PO NO: I.ERMIT NO : BUP910144 WEATHER:CLOUDY TEMP : 56 OURCE : ROSS ISLHND ':X PRO ORT10N5 SLUMP TICKET NO . QUANTITY MIX_TEME, . -4000 4 .0 T425715 N/A 77 nspec_t.ion Notes : ='ERFORMED CONCRETE TESTS AND CAST FOUR TEST CYLINDERS c : SUPPLIER INSPECTOR : DEAN SUMINSKI CITY OF TIGARD NUMBER: 399 MACKE-NZIE SAITO & ASSOC: THIS REr' ORT IS SUBMITTED A,- THE CONFIDENT::AL PROPERTY OF OUR CLIENT AND I,� INTENDED FOR THS USE OF OUR CLIENT ONLY . NC OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-0126 Phone: ( 503 ) 289-1778 FAX' 289-1918 CONCRETE COMPRESSION TESTS TESTED FOR : H L Green Company Inc REPORT NU: 04-081 --7313 AST BY : DEAN SUMINSKI P .O . NO: ='ROJECT :OFFICE BUILDINGS PERMIT NO: BUP9J.0144 ADDRESS : ( E-233 ) & 234-( W ) INVOICE N0: 427704 PORTLAND OREGON DATE MADE :08/27/91 TYPE OF SPECIMEN:6 X 12 CONCRETE CYLINDERS DATE ROS/28/9: 3000 Vii , 3/4 MAX SIZED AGGREGATE. N/A SACK MIX aDDITIVES: VR JURCE : ROSS ISLAND �Li1Mn: 4 .0 PODUCT CODE :NONE ON()I T I N OF STORAGE : ASI M LAB 'iCKE7 _NO : T425715 AIC( TEMP:56 TIME_.:8: 40 AM CU . -Y-ARDS :N/A .0^.^ NO :N/A CONC -'-TEMP: 77 WEATHER :CLOUDY % AIR: 4 .4 -OCAT.19N OF POUR : PERIMETER FOOTING PADS WEST , SOUTH AND EAST BUILDING Test Weight ^ate ^lark Pounds Load - lbs . Age Per spa . in_ average Tested C19/03/91 27 .7 2120 9/03/91 27 .8 2070 ' DAYS ^9/24/91 '7 7 DAl'„ 9/24/91 28 DAYS 28 DAYS, Ir You should have any questions regarding this or any other report , please :cntact Pat Farrington at 289-1778 ext . 28 or Diane Melka ext . 23 . `lank ou . CITY OF TIGARD MACKENZIE SAITO & ASSOC SUPP-IER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . wJ OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . B R A U N I N T E R T E C N 0 R T H W E S I INC . 5405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-0126 Phone: ( 503 ) 289-1778 FAX : 289-1918 CONCRETE COMPRESSION TESTS TESTED FOR : H L Green Company Inc REPORT NO,: 04-081-7274 CAST BY : DE,,)N SUMINSKI P .O . NO: DROJECT :OFFICE BUILDINGS PERMIT NO: BUP91-0143-44 ADDRESS:( E-'233 ) & 2134-( W ) INVOI_CE NO: 427704 PORTLAND OREGON DATE MADE :08/26/91 TYPE OF SPECIMEN:6 X 12 CONCRETE CYLINDERS DATE REC'D: 08/27/91 3000 psi . 3/4 MAX SIZED AGGREGOTE. N/A SACK MIX ADDITIV S : NONF SOURCE : LONESTAR SLUMP .25 nRODUCT CODE : NONE CONDITION OF_STORAGE : ASTM LAB -ICKET NO: T-415616 AIR TEMP : 52 TIME : 7: 15 CU . YARDS : N/A ._OAD NO 1 CONC TEMP: 77 WEATHER :CLEAR AIR:N/A _OCATION OF POUR: SLAB ON GRADE LINE 6 TO 8 AND A TO C BLDGS 233 ANG 234 " est Weight Load - lbs . Age _ ate Mark Pounds per sq ._ i n . Average Tested `9/02/91 28 . 1 2000 7 DAYS 9/02/91 23 .0 2030 2040 7 DAYS 09/23/91 28 DAYS .9/23/91 28 DAYS. r you should have any Questions regarding this or any other report , please ::intact Pat Farrington at 289-1778 ext . 28 or Diane Melka ext . ?_? . -hank you . MACKENZIE SAITO & ASSOC CITY �lF TIGARD SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDEDa FOR THE USE OF OUR CLIENT C`NLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . i B R A U N I N T E R T E C N O R T H W E= S T , INC . N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-0126 Phone: ( 503 ) 289-1778 FAX: 289-1918 Special Inspection Q!IW El 5-W--3EPO—PT LAB REPORT N0�:04-081-7273 INVOICE_: 427704 IQ T ; H L Green Company Inc =`ROJECT : OFFICE BUILDINGS OE3 ADDRESS: PORTLAND&OREGONW ) PO NU: rYpE OF INSPECTION: CONCRETE TEMP ; `,2 - MIT NO: BUP91-0143-44 WEATHER:CLEAR SOURCE : ROSS ISLAND SLUMP TICKET NO QUANTITY MIX NIIX PROPORTIONS _ 1000 3 .25 T-415616 N/A �� nlsL tion Notes: " ERFORMED COF�CRETE TESTS AND CAST TEST CYLINDERS BUILDINGS 233 AND 23 i -c:CITY OF TIGARD INS 'ECTOR: DEAN SUMiNSKI SUPPLIER NUMBER: 399 MACKENZIE SAITO & ASSOC THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL ppOPERTY OFOUR CE_IENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . OTHER PERSON 07 ENTIWRITMY TENIJAUTHORIZATIONEPORT OF, ANY PORTION THEREOF WITHOUT OUR B R A U N I N T E R T E C N O R T H W E S T INC . 540c, N . Lagoon Avenue P .O . Box 17126 Portland , ON 9;217-0126 Phone : ( 503 ) 2139-17;4 FAX : 289-1918 CONCRETE COMPRESSION TESTS TESTED FOR: H L Green Company Inc REPORT NO : 04-081-7260 CASL BY : WILLIAM WHITE G.O . NO:: PROJECT :OFFICE BUILDINGS PERMIT NO: 91-0143 ADDRESS: ( E-233 ) & --134-( W .) INVOIC N0: 427704 PORTLAND OREGON GATE MADE :08/23/91 TYPE OF SPECIMEN: 6 X 12 CONCRETE CYLINDERS DATE REC ' ): 08/24/91 1000r��z . 3/4 MAX SIZED AGGREGATE N/A SACK MIX ADDITIVES : NONE SOURCE :ROSS ISLAND SLUMP : 4 .5 ,:)RODUCT CODE : '3010B 7ONDITION OF STORAGE : ASTM LAB ICKET _NO: T-415314 AIR TEMP: 70 T IME :8: 30 AM C.U . YARDS: 11,'76 LOAD N0 :9 CONC TEMP :80 WCATHF_R ,OVERCAST ATR : N/A LOCATION OF POUR:SLAB ON GRADE BLDG 233 5 TO E , BETWEEN A TO H . TEST TAKEN WHILE THE PLACEMENT OF THIS LOAD WAS IN THE AREA OF ; 5 TO 6 X F TO E LINES ;est Weight Load - ] os . Age ",ate Mir k_ Pounds per a _ i n ._ Average Tested :8/30/91 28 .7 2370 2?70 7 DAYS 9/20/91 28 DAYS 9/20/91 28 DAYS You should have any questions regarding this or any other report . pleaae - Intact Pat Farrington at 289-1778 ext . 28 or Diane Melks ext . 23 . " - ank you . cc : CITY OF TIGARD SUPPLIER MACKENZIE SAITO & ASSOC THIS REPORT IS SUBMITTED AS ' HE (--ONFIr)ENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER F�ERSON OR ENTITY MAY UT I L 7 ZE THIS REPORT OR ANY POS. 1'I ON THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . f B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue F .O . Bor. 17126 Portland . OR 97217-0126 Fri -)ne : ( 503 ) 289-1778 FAX: 289-1918 Special Inspection pgiL)�—FIELLD REPORT LAB EP RT N0 . :04-081-7259 78/23/91 INVOICE.: 427704 CLIENT : H L Green Company. Tnc CPOJECT : OFFICE BUILDINGS 10B_ ADDRESS: ( E-233 ) & 234-( W ) PORTLAND OREGON PO ?YPE OF INSPECTION.: CONCRETE N0: WEATHER.:OVERCAST TEMP: 70 PERMIT NO: 91-0143 OURCE ROSS ISLAIND M_ IX_PROPORTIC�NS____.__� TIC,KET N0 . _.�.— raUANTITY MIX TEMP . 3000/30106 4 •F T--415314 11/76 80 Ir,s ection NNT otas_: STAINED ( 3 ) CONCRETE COMPRESSION CYLINDERS FROM 6TH LOAD . TWHICHB17S P NAFaFTO N . WENT INTO THE AREA OF : BLDG 237j SLAB ON GRADE GRID LINE 5 TEST TAKEN WHILE THE PLACEMENT OF THIS LOAD WAS IN THE AREA OF SLAB ON GRADE 5 -n 6 X F TO E LINE . - - :MACKENZIE SAITO & ASSOC' INSPECTOR : WILLIAM WHITE CITY OF TIGARf.) NU:18ER: 59,74 SUPPLIER THIS REPORT i5 SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDFL` FOR THE USE OF OUR CLIENT ONLY - OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . M 14PA RRAIV "M B R A U N I N T E R T E C N 0 R 1 H W E S T INC . 5405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-0126 Phone: ( 503 ) 2B9-1778 FA: 289 -1918 CONCRETE COMPRESSION TESTS TESTED FCR : H L Green Company Inc REPJRT �IQ: 04-081-7260 CA51 BY : AIL--IAM WHITE PE_ ,,� 1 MI PRO:TF T :nFFICE BUIL1,INGS EF; T NQ: q1-0143 AD RD ESS:( E-233 ) •3, 2".:4- ( 1: ) INVQjC•E NO:"427704 PORTLAND OREGOP, DATA MAQE:08/23/91 TYPE OF SPECIMEN.:6 X 12 CONCRETE CYLINDERS DATE RE: '2: 08/24/91 3000 2.s:. , 3/4 MAX SIZED AGGREGATE N/A SACK MLX ADD TI IVES :NONE SOURCE.:ROSS IS SLI�MP : 4 .5 PRODUCT C0DE = 30106 CONQITION OF STORAaE : A`.,TM LAB TICKET NQ: T-415314 AIR TEMP : 70 TIME:8: 30 AM CU . YARDS: 11/76 LOAD N0:8 CONC 'rEMP:80 WELLR :OVERCAST %AIR:N/A LOCATION OF POUR :SLAB ON GRADE BLDG .133 5 TO 6 , BETWEEN A TO H , TEST TAKEN WHILE THE PLACEMENT OF THIS LOAD WAS IN THE AREA OF ; 5 TO 6 X F TO E LINES Test Weight Load - lbs . r'ge rested Qate Mark Pounds_ ep r s3. in . Average 08/30/91 28 .7 2370 2370 71 DAYS 09/20/91 28 .7 3430 29 DAYS 09/20/91 28 .7 3390 3390 28 DAYS If you should have an), questions regarding this or any other rep-)rt , please contact Pat Farrington at 2.89-1778 ext . 28 or Diane Melka ext . 23 . Thank you . cc : CITY OF TIGARD SUPPLIER MACKENZIE SAITO & ASSOC THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL °ROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE 1HIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN .iUTHOPTZATION . Im I - ��II► B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-0126 Phone : ( 503 ) 289-1778 FAX : 289-191: CONCRETE COMPRESSIJN TESTS TESTED FOR : H L Green Company Inc REPORT NO: 04-081-7200 CAST BY : HENRY TIMZEN P .O . NJ: FRO T :OFF ICE BUILDINGS -IERMIT NO :91.-0144 ADDR SS :( E-233 ) & 234-( W ) INVOICE N0: 427704 PORTLAND OREGON DATE MADE:08/22/91 i_YPE OF SPECIMEN:6 Y, 12 CONCRETE CYLINDERS DATE REC 'D: 08/23/91 '000 asi , 3/4 MAX SIZED AGGREGATE N/A SACK MIX ADDiTIVES : +l^ GALLCNS WATER SOURC : ROSS ISLAND SL'UMP :4 .0 PRODUCT CODE : 30109 CONDITION OF STORAGE : ASTM L�,B TICKET NO : I"415225 AIR_ TEMP: 72 TIME: 7 : 40 AM CU . YARD-S: 11/55 LOAD NO: 5 CONC TEMP:78 WEATHER :CLEAR P.IR:N/a LOCATION OF POUR:2-3 , D-E !LAB ON :RADE BLDG 234 _ Test Weight Load - lbs . Age Date Mark Pounds per sq . in . Average Tested 08/29/91 28 . 1 2180 2180 7 DAYS 09/19/91 28 .8 3330 28 DAtiS 09/19 'C 1 28 .5 3340; 3340 28 DAYS HOLD HOLD If you should have any questions regarding this or any other report , please contact Pat Farrington at 289-1.778 ext: . 2.8 or Diane Me '.ka ext . 23 . Thank you . cc : SUPPL.IER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE 1HIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . ..........wutinyeaYUMOMYPW.�YwYW�:IMMI.swowNMY,rwCM'FWR1YYw.1VMw00.Wr:..u.ir...�.. B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue F .O . Box 17126 Portland , OR 97217-0126 Phone : ( 503 ) 289-1778 FAX�289-1918 CONCRETE COMPRESSION TESTS TESTED FOR: H L Green Company Inc REPORT NO: 04-081-7197 '_AST BY ' LAWRENCE WARFIELD P .O . NO' "ROJECT : OFFICE BUILDINGS PERMIT NO_: BUP91-0143 DDDR 55: ( E-233 ) 8 2?c-( W ) INVOICE NO: 427704 PORTLAND OREGON DATE MADE :08/21 /91. 'YPE OF SPECEE IM :6 X 12 CONCRETE CYLINDERS DATE 3000 psi , 3i4 MAX _,IZED AGGREGATE UKN SACKIMIX 1DDITIVE5 : 10 GAL OF WATER ADDED PRIOR TO SgMPLTNG LOURCE_: ROSS ISLAND SLUMP : 4 .0 'RODi_1CT COD.:N/A ONDITION OF STORAGE . 6S1'M LAB TICKET NO : 414749 AIR TEMP: 58 "iIMF ".6: 20 AM CU . YARDS: 11 _0AD NO: 1 CONC TEMP:80 WEATHER :CLEAR % AIR:N/A _OCA'I IrIN OF POUR_: INTERIOR SLAB ON GRADE , BLDG .234 , LINES 1 TO .2 BETWEEN LINES, A AND E 'est Weight Load - lbs . Age Date Mark Pounds Per sq . in . Average Tested 38/28/91 28 .2 1£_40 1820 .7 DAYS 39_/18/91 26 DAYS 39/18/91. 28 DAYS -TOLD HOLD :r you sho,-ld have any questions regarding this or any other report , Qlease :ontact Pat Farrington at 289-1778 ext . 28 or Diane Melka ext . 23 . " hank you . _c: CITY OF TIGARD MACKENZIE SAITO & ASSOC. SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INrc-NDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN .AUTHORIZATION . B R A U N I N T E R T E C N 0 R T H lJ E S T INC . 5405 N . Lagoon ,avenue P .O . Lox 17126 Portland , OR 97217-0126 Phone : ( `.03 ) 289-1778 FAy:�89-1`x18 Special Inspection PPJLy FIELD REPORT )8/21/91 LAB REPORT NQ, :04-•081-7196 :L T: H L Green Company Irc INVOICE : 427704 71R CT : OFFICE BUILDINGS 'OB ADDRESS: ( E-233 ) & 234-( W ) PORTLAND OREGON "YPE OF INSPECTION : CONCRETE F'0 NO: =RMI N : BUP91-0143 WEATHER:CLEAR 1LMF : 55 0JRCE : ROSS ISL4,ND ^_X PROPORTIONS SLUMP TICKET NO . � QUANTITY MIX TEMP . '4 3000 4 .0 414749 11 30 . ,spection Notes: "'ESTER 1,,;T LOAD OF CONCRETE AS PER CHRIS-GREEN . I REPORT TEST RESULTS TO HIM GREEN ) WHO INFORMED ME THAT HE DIDN 'T w;NT ANY OTHER INSPECTION OR T=STING -'ERFORMED TODAY . I MOLDED 1 SET OF 4 CYLINDERS AS REQUES', ED . �-ITY OF TIGARD INSPECTOR : LAWRENCE WARFIELD SUPPLIER. NUMBER-: MACKENZIF �A'TO & ASSOC THIS REPORT IS SUBMITTED F^S THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FCR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REF-ORT OR ANY PORTION THEREOF WITHOUT 0I1R WIRITTEN AUTHORIZATION . B R is U N I N T E R T E C N O R T H W E S T TNC . 5405 N . Lagoon Avenue P .D . Box 17126 Portland , OR 97217-0126 Phone: ( 503 ) 289-1778 FAX: 289-1918 CONCRETE COMPRESSION TESTS REP( R? T N0: 04--081-7197 TESTED FOR: H L Green Company Inc p—O- N0: CAST BY : LAWRENCE WARFIELD PERMIT NO:8UP91-0''43 pRp gT :OFFICE QUILDINGS TtivnT�FN0: 427704 ADDRES. :( E-233 ) & 234-( W ) UATE_ MADE :08/21/91 PORTLAND OREGONr : 08/22/91 TYPE OF SPE�IME �:6 X 12 CONCRETE CYLINDERS DATE RE 3600 psi , 3/4 MAX SIZED AGGREGATEUKN SACS X ADDITIVE5 : 10 GAL OF WATER ADDED PRIOR TO SAMPLING LUMP: 4 -C` SOURCE :ROSS ISLAND PRD Q-�CT CODE:N/A JN�TTION OF STORAGE : ASTM LAB IR TEMP : 58 TIME :6: 20 AM CU , YARUS: 11 TICK NO: 414749 ALET tlP- EATH_ER :CLEAR AIR:N/A LOAD NO : 1 COtJ__C TEMP:80 L OCAT ION_ OF_P_C�R INTERIOR SLAB ON GRADE BLDG 234 , LINES 1 TO 2 BETWEEN LINES Age Weight - lba . Tested Vast per s4 : in _ Avera Date Mark. Pounds 1820 7 DAYS 28 .4 1820 2600 28 DAYS 03/28/91 28 .3 2600 5C DAYS 09/18/91 HOLD 10/16/91 I-OLD If you should have any questions 7rreggarding Ohis or any of hextreport , please contact Pat Farrington at 289-1778 Thank you . cc: CITY OF TIGARD MHCKENZIE SAITO & ASSOC SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR NLY . NO CLIENT AND ISRNENTITY MAY UTILIZE THIS REPORT ORENDEFOTHE USE OF OUR CLIENTOANY PORTION OTHER PERSON O THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue P .D . Box 1716 Portland , OR 97217-0126, Phone: ( 503 ) 289-1778 FAX: 289-1918 CONCRETE COMPRESSION TESTS T STEQ FOR: H L Green Company Inc: REPORT NO: 04-081 -7143 .AST BY: ERIC GESSNErR P .0 . NO: DROJECT :OFFICE BUILDINGS PERMIT NO: 91-0143 ADDRESS:( E-233 ) & '234-( W ) INVOICE N0: 376109 PORTLAND OREGON DATE MADE :08/20/91 TYPE OF SPECIMEN:6 X 12 CONCRETE CYLINDERS DATE REC 'D:06/21/91 3000 psi , 3/4 MAX SIZED AGGREGATE UKN SACK MIX ADDITIVES: UKN SOURCE : ROSS ISLAND SLUMP : 5 .25 'DRODUCT CODE : UKN �,ONDITION OF STORAGE : ASTM LAB TICKET NO: T414672 AIR TEMP:61 TIME :8:25 AM CU . YARDS: 11/80 LOAD NO :8 CONC TEMP_:81 WEATHER :SUNNY % AIR:N/A LOCATION OF POUR:4TH BAY , SLAB ON GRADE , FROM FREEWAY Test Weight Load - lbs . Age Date Mark Pounds per sq . in , Average Tested ?8/27/91 28 .3 1560 7 DAYS 08/27/91 28 .5 2140 2050 7 DAYS 09/17/91 28 DAYS Oq/17/91 28 DAYF. it you should have any questions regarding this or am, other report . please ontact Pat Farrington at 289-1778 ext . 28 or Diane Melka ext . 23 . .hank you . MACKENZIE SAITO & ASSOC CITY OF TIGARD SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS RE-ORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . I B R A U N I t! T E R r E C N O R T H W E S T INC . 5405 N . Lagoon Avenue RECEIVED P.O . Box 17126 Portland , OR 97217-0126 CCT I Y 1991 Phc:,,ne: ( 503 ) 289-1778 �a• FAX: 289-11-718 ^OMMUNIIY UEVfI_IIPMEIVI CONCRETE COMPRESSION TESTS TESTED�OR : H L Green Company Inc REPORT NO' 04-081-7141 CAST BY : ERIC GESSNER '—` ------ PF-,OJECT :OFFICE BUILDINGS P-�C—.NO: PERMIL-N-0-:91-0143 �t DRESS INVO :( E-233 ) & 234-( W ) I NVOICE N0:376109 PORTLAND OREGON DATE E MADE :08/20/91 TYPE OF SF'ECIMEN:6 X 12 CONCRETE CYLINDERS 3000 Psi . 3/4 M X -, DATE REC 'n:08/21/91 A - :.ZED AGGR�ATE UKN SACK MIX ADDITIVES :UKN SOURCE:ROc-S ISLAND PRODUCT COC?E:UKN SUMF': 5 ,75 CO lCDI- ION OF STORAGEc ASTM LAB TICKET NO: T-414670 AI_R TEMME P:58 TI :6: 15 AM Cll , YARDS: 11 LOAD N0: 1 CON_ C TEMP:82 WEATHER-SUNNY I q LOC'AT1ON OF POUR:SLAB ONGRADE , 2ND BAY FROM FREEWAY NORTH EDGE Test Weight Load - lbs . E'-�+� Mark E2.0nds per s2. in` Age F�verac;F Tested 08/27/91 28 .4 1930 08/27/91 28 27 DAYS 28 ,4 2740 09/17/91 2030 1980 7 DAYS 10/15/91 28 .2 3620 28 DAYS FG GAYS If you should ha,/e any questions regarding this or any other report , please contact Pat Farrington at 209--1778 e ,t . 28 or Diane Melka ext . 23 . Thank you . c : CITY OF TIC.;ARC) MACKENZIE SAITO & ASSOC SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY , X40 OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OP ANY POPTION THEREOF W*THnI1' OUR WRITTEN AUTHORTZATTON . �s B R A U N I N T E R T E C N O R T H W E S T , INC. 5405 N . Lagcon Avenue P.O . BCA 17126 Portland , OR 97217-0126 Phone: ( 503 ) 289-1778 FAX: 28��1C-�18 CONCRETE COMPRESSION TESTS TESTED FOR: H L Green Company Inc CAST BY: ERIC GESSNER REPG— RT NO: 04-081--7143 F''F.OJECT:OFFICE BUILDINGS--NQ' ADDRESS:( E-233 ) & 23•ry-( W ) PERMIT N0: 91-0143 PORTLAND OREGON INVOIQE NQ:376109 T�r'P " OF SPECIMEN :6 X 12 CONCRETE CYLINDERS DATE__MADE. :08120191 3000 ATE REO:. D:08/21/91 E�-tet_, 3/4 MAX SIZED AGGREGATE UKN SACK MIX ADDITIVES:UKN SOU CE :ROSS ISLANC PRODUCT COD :UKN SLUMP: 5 .25 CONDITION OF STORAGE: ASTM LAB TIC E JO: T414672 AIR TEMP:61 TIME :8:25 AM CU. YARD : 11/80 LOAD N0:8 CONC TEMP:X31 I•JEATHEfl :SUNNY LO�C.ATION OF FOUR : 4TH BAY , SLAB ON GRADE , FROM FREEWAY AOR:N/(-1 Test Weight Load - lbs . to Mark Egci� ei"--sg ,in Age Average._ Lested" 08/27/91 28 .3 1960 08` 27/91 28 .57 DAYS 09/17/91 2150 2050 29 .5 2850 7 CLAY 10/15/91 28 .4 3430 28 DAYS 56 DAYF-, If you should have any questions regarding this or any other repert , please contact Pat Farrington at 289-1778 ext . 28 or Diane Melka ext . 23 . Thank you . cc: : MACKENZIE SAITO & ASSOC CITY OF TIGARD b.IPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUc't CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON C^ ENTITY wAY UTITL ZE THIS REPORT OR ANY PC^T:CN THEPFOF WITH7',)T CI1R WnrTTFN B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue P .D . Box 17126 Portland , OR 97217-0126 Phone : ( 503 ) 289-1778 FAX : 289-1918 CONCRETE COMPRESSION TESTS TESTED F"OR: H L Green Company Inc REPORT NO : 04-081-7141 95T BY: ERIC GESSNER P .O . NO: 'ROJECT :OFFICE BUILDINGS PERMIT NO: 91-0143 AQQRESS:( E -233 ) & 2134-( W ) INVOICE NO: 376109 PORTLAND OREGON DATE MADE: 08/20/91 TYPE OF SPECIMEN:6 X 12 CONCRETE CYLINDERS DATE REC 'D_ : 08/21 /91 3000 Psi_. 3/4 MAX SIZED AGGREGATE. UKN SACK MIX ADDITIVES:UKN SQURCE : ROSS ISLAND _SLUMP: 5.75 ROPUCT CI)D€:UKN CONDITIOf!_ OF STORAGE : ASTM LAB TICKET NO: T-414670 AIR_TEMP: 58 TIME :6: 15 AM CU . tiARDS: 11 LOAD NO: 1 CONS TEMP:82 WEATHER :SUNNY 1_01R: 4 .2 -OCATION OF POUR:SLAB ON GRADE . 2ND BA6Y FROM FREEWAY NORTH EDGE Test Weiaht Load - lbs . Age C? e Mark Pounds Per sg , in,_ Average Tested J!=/27/91 28 .4 1930 7 DAYS 08:'27/91 2f; .2 2030 1-380 7 DAYS 9/17/91 28 DAYS 39/17/91 28 DAYS :f you should have any questions regarding this or any other report , please ontact Pat Farringl:or, at 289-1778 ext . 28 or Diane Melka ext . 23 . -hank You . CITY OF TIGARD MACKENZIE SAITO & ASSOC SUPPLIER "HIS REPORT :S SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THF. USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY U! 'LIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT UUP WRITTEN AUTHORIZATION . vlr � �s � �► �t B R A U N I N T E R T E C N O R T H W E S T INC . 5.105 N . Lagoon A v e n u P .O . Box 17126 Portland , OR 97217-0126 Phone: ( 503 ) 289-1778 FAX: 089-1218_ CONCRETE COMPRLSSION TESTS TESTED FOSREPOR NO: 04-081-7143: H L Green Company Ing: P 0 X10 • CAST BY : ERIC GESSNER c PERMIT NO'91-0143 F'ROJ C :OFFICE BUILDINGS INVOICE NtL: 37F10'� ADORES�:( E-233 ) R. 234--( W ) PORTLAND OREGON DATE MADE :08/20/91 TYPE OF SPECIMEN:6 X 12 CONCRETE CYLINDERS DATE REC 'D:08/2.1/91 3000 r�si , 3!4 MAX SIZED AGGREG_QIE UKN SACK _MIX ADDITIVES:UKN SLUMS: 5 .25 SOURC :ROSS ISLAND PRODUCT Cr_,CE.:U K N CnNnITI01� OF , OR GE : ASTM LAB TICKET NO : T414672 AIR TEMP:61 TIME :8: 25 AM CU . YARD : 11/80 LOAD fl0 ; 8 C ONC TEMP:81 WEATHER: :SUNNY o AIR :N/A LOCATION r r� POUR : 4 Tf I SAY , SLAB ON GRADE , FROM FREEWAY Weight i WegAge Test load - lbs . d Date Mark Pounds per s4 . in . Avera e Teste 7 DAYS 081/ 1960 27/91 28 .3 2050 7 DAYS 08/2:'/91 28 .5 ?64.0 2850 28 DAYS 09/17/91 56 DAYS 10/15/91 If you should have any questions regarding this or any other report , please contact Pat Farrington at 289-1778 ext . 28 or Diane Melka ext . 23 . Thank you . .. : MACKENZIE SAITO 6 ASSOC CITY OF TIGARD SUPPLILR THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR ':L1FNT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OP. ANY PORTION THEREOF WITHOUT ^'.iP WRTTTEN AUTHORIZATION . ;wGw+div' a� B R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue P .0 . Bo:; 17126 Portland , OR 97217-0126 Phone: ( 503 ) 289-1778 FAX: 28''x--1` 18 CONCRETE COMPRESSION TESTS TESTED FOR: H L Green Company Inc. REPORT NO: 04-081-7141 C_.A�L_QY : ERIC GESSNER P .O . NO: PROF 'f :OFFICE BUILDINGS PERMIT NO: 91-0143 AD RES'_, :( E-233 ) & 234-( W ) INVOICE NO: 370109 PORTLAND OREGON DATE MADE :08/20/91 TYPE OF SPECIMEN:6 X 12 CONCRETE CYLINDERS PATE REC 'D:08/21/01 30^0 ca:_, 3/4 MAX SIZED AGGREGATE UKN 5AQL M X ADDITIVE�:UKN SOURCE : ROSS ISLAND SLUMP : . 75 PRODUCT CODE:UKN CONDITION OF STORAGEE : ASTM LAB TICKET N(.) : T-414670 A.LR TEMP: 58 TIME:6: 15 AM CU . YARC,5: 11 LO ^1: 1 CONC TEM^:82 WEAThER:SUNNY a AIR: 4 .2 LOrraTION OF POUR :SLAB ON GRADE , 211D EAY FROM FREEWAY NORTH EDGE Test Weight Load - lbs . Age Date "lark F' unds re r. sq . in . Average Tested 08/27/91 28 .4 1930 7 DAYS 08/27/91 28 .2 2030 1980 7 GAYS 09/17/91 28 .4 2740 274C 28 DAYS 10/15/91 56 DAYS If you should have any questions regarding this or any other report , please contact Pat Farrinqton at 289-1778 ext . 28 or, Diene Melka ext . 23 . Thank you . cc : CITY OF TIGARD MACKENZIE SAITO & ASSOC SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NC OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEPEOF WITHOUT CIDP Wp:T"EN %'1Tyr)PT'^•TTr)N . B R A U N I N T E R T E C N 0 R 1 H W E S T INC . b405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-0126 Phcane: ( 503 ) 289-1778 FAX: 289-1918 CONCRETE COMPRESSION TESTS TESTED FOR: H L Green Company Inc REPORT N0: 04-081-7083 AST BY : WILLIAM WHITE P .O . NO: PROJE_CT :OFFICE BUILDINGS PERMIT NO: 91-0143 ADDRE55: 15115 SW SEQUOIA PARKWAY INV21 CE NO:_576109 BUILDING 233 PORTLAND , OR DATE__MADE :08/19/91 TYPE OF SPECIMEN: 6 X 12 CLYINDERS DATE REC 'D: 08/20/91 3000 psi_. 3/4 MAXZED FaGGREGATE N/A SACK r,Ix ADD ITIVES_: NONE SOURCE :ROSS ISLAND SLUMP: 4 .0 PRODUCT CODE : N/A CONDITION OF STORAGE : ( 3 ) (-)STM LAB TICKET_ NO: T-414610 AIR TEMP= 72 TIME :7 : 10 AM Q.U . YARQ5:9/42 LOA NO: 4 CONC TEMP:B WEATHER :CLEAR AIR:N/A LOCATION OF POUR: SLHB ON GRADE 3LDG 233 LINES 1 TO 2 , AND 3 TO 4 , BETWEEN A TO H TEST TAKEN AT j TO C . BETWEEN 1 TO 2 Test Weisiht Load - lbs . Age Date_ Mark Pounds per sg . in_ Avera e Tested 08/26/91 28 . 1 2126C 2260 7 DAYS 0 28 DAYS 09/16/91 28 DAYS If you should have any questions 7eaarding this or any other report , please contact Pat Farrington at 289-1778 ext . 28 or Diane MelkP. ext . 23 . Thank You . C : MACKENZIE SAITO & A�SOC CIT`! OF TIGARD SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTIT)' MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . B R A U N I N T E R T E C N O R T H W E S T INC . IA05 N . Lagoon Avenue P .O . Box 17126 Portiand , OR '47217-0121 Phone: ( 503 ) 289-1778 FAX: 289-1918 CONCRETE COMPRESSION TESTS TESTED FOR : H L Green Conpany Inc DEPORT NO: 04-031-7084 CF ST BY : WILLIAM WHITE P .O . NO: PFO -CT : OFFICE BJILDINGc-- PERMIT NC,:91-0143 AEDRE$5 : 15115 SW SEQUOIA PARKWAY VOICE NO:_376109 BUILDING 232 PORTLAND , OR DATE MADE : 08.'19/91 TYPE OF SPECIMEN: 6 X 12 CL.INDERS DATE REC 'D:08/20/91 3000 psi , 3/4 MAX SIZE[)AGGREGATE N/A SACK MIX ^ ADDITIVES:NONE SOURCE : ROSS ISLAND SLUMP : 4 .25 PRODUCT CODE : N/A CONDITION OF STOR(1GE,: ASTM LAB TICKET NO : T-414603 AIR TEMP: 75 'i TILE,-9 : 30 AM CU . 'YHRDS : 11/.113 LOAD NC: 11 CONC TEMP:84 Wc.ATHER :CLEP.? o AIR :N/A LOCATION OF POUR:SLAB ON GRADE BLDG 233 LINE ]. TG 2 , AND 3 TO 4 . BETWEFN A TO H TEST TAKEN AT B TO C , BETWEEN 3 r--ND 4 LINES Test Weight. Load - lbs . AgF Dat g_ Mark Pounds per_ s3. i n . Average Tested 08/26/91 28 .2 2420 2420 7 DAYS 09/16/91 28 . 1 3270 26 DAYS 09/16/91 28 . 1 3340 3310 28 DAYS If you should have any questionG regarding this or any other report , please ,-intact Pat Farrington at 28`4-1778 ext . 28 or Diane Melka ext . 23 . 1 ha n k you . cc : MACKENZIE SAITO & ASSOC CITY OF PORTLAND SUPPLIER THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTIT ( MAY UTILIZE THIS REPORT ^R ANY PORTION THEREOF WITHOUT OUf; WRIT'EN AUTHORIZATION . 8 R A U N I N T E R T E C N O R T H W E S T INC . 5405 N . Lagoon Avenue P .O . Box 17126 Portland , OR 97217-0126. Phone : ( 503 ) 289-1778 FAX: ?89-1918 CONCRETE COMPRESSION TESTS TESTED FOR : H l_ Green Company Inc: REPORT N0: 04-081-7083 CAST BY : WILLIAM WHITE P .O . NO: PROJECT :OFFICE BUILDINGS PERMIT NO :91-0143 ADDRESS: 15115 SW SEQUOIA PARKWAY INVOICE NO: 376109 BUILDING 233 PORTLAND , OR DATE MADE :08/19/91 TYPE OF SPECIMEN: 6 X 12 CLYINDERS DATE REC 'D:08/20/91 3000 psi , 3/4 MAX SIZE^ AGGREGATE SACK MIX ADDITIVEc : NONE SOURCE:RO SS ISLAND SLUMP : 4 .0 PRODUCT CODE: N/A OF 51"QRAGE : ( 3 ) ASTM LAB TICKET NO : T-414610 AIR TEMP: 72 TIME_: 7 : 10 AM QU . YARD5 :9/4 LOAD NC : 4 CONC TE^1P:82 WEATHER :CLEAR m AIR :N/A LOCATION OF POUR:SLA3 ON GRADE BLDG 233 LINES 1 TO 2 , AND 3 TO 4 , BETWEEN A TO H TEST TAKEN AT D TO 7 , BETWEEN 1 TO 2 ('est Weight Load - lbs . Age Date. Mark Pounds per s4 . in . AyeraSe Tp; ted 08/26/91 28 . 1 226C 2260 7 DAYS 09/16/91 28 . 1 3220 28 DABS 09/16/91 28 . 1 3220 3220 28 DAYS If you should have any questiorb regarding this Or any other report , please contact Pat Farrington at 289-1778 ext . 28 or Diane Melka ext . 23 . Thank you . cc : MACKENZIE SAITO & ASSOC CITY OF TIGARD SUPPLIER THIS REPORT IS SUBMITTED AS THE CCNFIDENTTAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIEN'i ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR �',NY PQRTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . lmffpq&XWML��XKWWM C 1 i'i 0m -1 t uARD RFCE I P T OF PAYMENT RE'CE'IPT NO. 'y —215936 CHECK, AMOUNT 16988. 90 NAME PACIFIC REALTY AF3v,3'OC CASH AMOUNT e 0. MDQ, (A)DRESS a i5115 SW 70UC)IA 0200 PAYMENT DATE 4'LiS h1 c)1 SUBD 111 IS I ON TIGARD, OR 217221,4-_ t IURPOSE OF PAYME N t AMOUNT PA I I) PURE•r)Sr- C)F PWME NT AMOUNT PP+T 1) B11 I l.DING PERM _ 1)98. 00 ST. BL.I I L D PER 47. 90 INDI)STIAL. TIF i=F.ES 14783. LO MASS TRANSIT TIF FEES 1�� 'i I�. 7007 SW CWS D I NAI_ LANE I r , �I. 1 )fAl._ AMOUNT PAID —) 1 f.�+9F3f1. 9tl► I CilrYOFTIFARD #. .II_ . . . .I. . PERMIT GOMMUNrTY DEVELOPMENT DEPARTMENT Mew /� r-r RM 1 T . . : Bu�'91 ��14a 13125 BW Hrl Blvd. P.O.Bac 23397,Tlpwd,Orpon 97223(603)m3G.4175 / I ;. _V:,._.4 1 71 -- ren -,C1A7 19l SITZ. ADDRESS. . . : '7007 SW CARDINAL LN #B. 234 PARCEL : c:<i112AD--01200 5(_IBDIVISION. . . . : ZONING: I--L BLOCK. . . . . . . . . . . LOT. .. . . . . . . . . . . . .. REISSUE: FLOOR AREAS -_.__.___._..___ EXl'ERIOR WALE_ CONSTRUCTION CLASS OF WORK. :NEW F I RS'f. . . . :x:'4625 s f N: S: E: W: TYPE OF USE. . . :COM SECOND. . . : s f PROTECT OPENINGS?---- TYPE TYPE OF CONST. :3N THIRD. . . . : sf N: S: E: W: OCCUPANCY GRP. :LA.' TGTAL_--•----: 2.4625 sf ROOF CON5T:B FIRE Rf.-:T? :'Y OC'CUP'ANCY LOAD: BA5�EMENT. : sf AR70 SEP. RATED: STOR. : 1 HT. :20 f't GARAGE. . . : sf OCt. J SEP. RATED: SSMT? :N MEZ.Z?:N READ SETBACKS-.-_____.__. F-LOOR LOAD, . . . : 125 ps f LEFT: -Ft R GHT: ft FIR SP'KL:Y SMOK DET. . :N DWEAI-LING UNITS: FRNT: ft REAR: ft FIR ALRM:N HNDICP ACC:Y T3CDk!+1S: BATHS: IMF, SURFACE:58000 PRO CORR:N PARKING:99 JAL.UE. $ : 310000 Remarks: Constr^+_tct new bl.lilding shell only. Owner: _ FEES - - ------_.•P.__._ F=�IaLTRUST ��-_______._________..__"_..._____.-.___._.._ type amo�_tnt by date rec t PRMT $ 958. 00 JLH 08/01/91 PLCK s 622. 70 JL.H 06/04/91 '13952, TIr iRD OR 97224 FIRE f• 383. c.0 JLH 06/04/'31 2 1395:: ["hone #: 624--6300 `.SPCT $ 47. 90 JLH 08/01/91 'F IF $ 15983. 00 JLH 08/01/91 - H. l.... GREEN COMPANY, INC. 15115 SW SEQUOIA PARKWAY, SUITE C'00 T I CARD OR 97224-7131 -- --- ----- - ---- - - _ Phone #: 624--7717 $ 1.7994. 80 TOTAL Rey #. . : 41328 _ ---.------ REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Foot/FoLtnd Insp Tigard Municipal Code, 5t3te of Clre. Specialty Codes and all other St r1_tc Steel Insp _ applicable laws. All Mork will be done in accordance with Re i n f Steel Insp .� approved plans. This pe,-lit will expire if work is not started Slab Insp within 180 days of issuance, or if work is suspended for more T i 1 t--Ltp Prr 1 Insp than 180 days. Masonry Insp Framing Insp _"-- �- - Hoof naling Insp _ l\- Insulation Insp F='Prmittee i ' n��t�_tre� ^— Final Inspect inn I s s i.t a 1J Fly : Cal-1- for--inspection --631?-.4-175--, SFWER CONNC'CTION CITYOFTIGARD PF_RMI"i E',RY�OF COMMUNITY DEVELOPMENT DEPARTMENT 0FqrRD/ PERMIT #. . . . . . . . ,SWR91 --01-7 13126 SW FII Blvd. P.O.em 23307,T4W,OmW 9721✓(603)'30.4176 - -- c ii 9 41 r l.{T PATE_ 1 9 G rn_. 074"71T17�t- -- SITip F DURESS. . . : '7007 SW CARDINAL LN #B. 231, PARCEL: 25112AD-01000 SLIDDI V I ISI ON. . . . : ZONING: BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . . TENANT NAME. . . . . :BLDG SHELL USN NO. . . . . . . . . . . FIXTURE UNITS. . . :0 CLASS OF WORK. . . :NEW DWELL_I NG UNITS. . ,.5 TYPE OF USE:. . . . . :COM NO. OF BU I LD I NGS: 1 IN yTAI_L. TYPE. . . . :BUS(JR IMPERV SURFACE. . :58000 ; s Remarks : ConStr-uet new bLlilding shell only. Owner: --_.._.___._._..._.--.-----._.______..__._...____.__.....____-__ _ __---_-_.._.___._..__._._._.-_- FEES PrIC..:TRUST type amor.rnt by elate r•ept INSP $ 45. 00 JI_H 07/31/91 — I:�RMT t "75Q10. 00 JL.H 07131/91 - TIC7ARD OR 9724 Phone #: 624-6300 Contractor- H. L. ontractor:H. L. GREEN COMPANY, INC. 151 1.5 SW SEDUG I A PARKWAY, SUITE 200 TIGARD OR 97224-7131 __.—_.___.________...__-.----_----._-___- Phone #: 624 -7717 f 7545. 00 TOTAL Reg #. . . 41328 ------� REQUIRED I�ISPEC•f I 01`iS ------ This Applicant agrees to comply with all the rules and regul--ions Sewer Inspection of the Unified Sewage Agency. The permit expires !2P. :ays from the date issued. The total amount paid will be forfe;ted if the nermit expires. The Agency does not guarantee the accwacy of the Side sewer laterals, If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. 11 not so located, the installer shall purchase a "Tap and Side Sewer" Peveit and the Agency will instal a lateral. Permittee S i g n a t f_1 r e : I s s 1_1ed By : Call for inspection — 639-4175 i. UIYSSWIfallBlvd. PLNL'</RE'.T # CITY OF T I GARD t*:)►o:x397 PERMIT # COMMUNITY DEVELOPMENT DEPARTMENT Tigaod,Omgon972D (503)63"17t DAI E ISSUED7C)0-7 r7 _ JOB ADDRESS: SCS• 1'L ;o��( N�4 1''Icc-)tPX KIAP/LUT SUB: LOT: - ' LAND I ISE: ----- - VALUAT ION OWNER /O, o"- o'00 each SPECIAL NOTES N •� Q �u f 2-LAl_ A'��So . , L REISSUE OF: — ADDRi..;S: I S I t S ��y Sy O( f� (�(c LAST REISSUE: _ (' a12i1(-\,74p `7� 7 L-7t FLOOD PLAIN/ PHONE: (1,2 4 o SENSITIVE LAND: CONTRACTOR APPROVALS RE UIRED ww NAME: j'I L 7 You_ N _ PLANNING: , ADDRESS: _��_'1�• � �� c�y Uri .'�� ENGINEERING: - nV I-TC �12i7 _� �P�(��t�� `7�2�-4- FIRE DEPT: --- PHONE: Cv -2-`�- 1 ( � _ OTHER: -7 " Ki�-- CONTR. BOARD #: —__ EXP DATE: ITEMS RE UQ IRED SUBCONTRACTORS: PLUMB: - LIST/SUBCONTRACTORS: MECH: BUS TAX: _ ^_ ARCH ENGINEER CALCULATIONS: NAME: '� '>iC_ SLA rt:� ' ASS��, _ TRUSS DETAILS: ADDRESS: _ 1-�• J P�.�� Cod C) _ OTHER: PHOP t: '2- 1--4 - c .S-1 0 PP-"')SED BLDG. USE: -2 C-)F-Ftc,E wh�tG D� CUmr:ANTS: r S , ✓ r_ _ , ! r c -v►%,-8 914 S C— tip!- i - 'JA tic APPLICANT TURE Received By: _ __._ _____ - __ rate Received: _ _ PERMIT # ACCT # DESCRIPTION 10-432 pp AMOUNT Building Permit Fees AMOUNT Pi). SAL. DUE 9.x.00 -- 10-431 00 Plumbing Permit Fees -- Qa 10-431 01 Mechanical Permit Fee, — 10-230 01 State Building Tax (5%) - Building 4Z� — Plumbing Mechanical 10-433 d0 Plans Check Fee �ZZ 170 Building 70 Plumbing Mechanical 10-230 05 Fire 3iIL�zc� �0-202 Op Sewer Connection 30-444 00 Viewer Inspection 25-443-02 Commercial TIF Fees � - 25-448-04 Industrial TIF Fees 25-448-05 Institutional TIF Fees 00 25-44C -u:3 Office TIF Fees — _ --- 25-448-01 Residential Traffic Fees — -- 25-448-05 Mass Trar ;it TIF Fees - 52-449 00 Parks System Dev Charge (p0C) l, gp oo 31-450 00 Storm Drainage Syst Dev Chrq ` (SSOC) 2.4-445-0; Water Quality (Fee in lieu of) 24--445-02 Water Quantity (Fee in lieu of) — TOTAL z5; 5 =Z4,5.33. 90 JEW i osst� M nm,'3587P.WPF OF 1'16E RD RECEIPT OF 171WIMENT rl'ECEIPI NO. i 91-215t)93 CHECK AMOUNY a 15090- 00 NAME FACT RUST CASH AMOUNT lb. 00 AVDRESS PAYMENT DOTE 91JAD t V I S I ON PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID 6i—WFir-R 7501A. 00 SEWER USA SEWER INSPECT 45, O(A SEWER INSPECT 451. 00 1 49 45 SE SEQUOIA BLDG #2,,- 1 7007 GW CARDINAL LN Bl_DS 0234 VOTAL AMOUNT PAID 1501111. 00 MACKENZIE ENGINEERING INCORPORATED 5AEUUFN OF TM/Z9S[M 0U7k[- MACKENZIE/SAITO & ASSOCIATES, PC. 0690 S.W BAN(J1OFT STREE r e P.O BOX 69039 PORTLAND.OREGON 97201-0039 15031 224-9560 15031 224.9570 r Ax 15031 228.1285 Date: .7/22/91 -_ Project Number 291170 _ To: City_ of Tigard Attention: J i m_Jaqua Project Name: Pactrust B1 dqs 233 & 234 Please`Ind attached: —shop drawings XXX plans samples specifications copy of letter change order XXX details _,calculations Number of copies: Description. Storm water oaks• and rpa tial_plan Qf required _^ _ bike rack. _.__For your use For your review —For approval ___As requested REMARKS: AS—required for—design xeview_and_permit- Copy:0: --- -- -- Signed Betty Sheppeard/rck Mailed XXX Delivered To be picked up 11 enclosures are nor es noted,kindly Wily us of once. 1919/ , TUALATIN VALLEY FIRE & RESCUE AND BEAVER fON FIRE DEPARTMENT • 4755 S. V. Griffith ;)rive• P.O. Box 4755 • Beaverton, OP 97076• (503) 526-2469• FAX 126-2538 June 27, 1991 Mackenzie/Saito P.C. Box 69039 Portland, Oregon 97201-0039 Re: PacTrust Building 233 619OD-154-LOO Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mech&.jical Fire and Life Saiety Code (UMC) , Uniforr Fire Code (UFC) ,_ and other local ordinances and regulations. Plans are conditionally approved subject to the City of Tigard Building Department requirements and the following items: 1 . Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the :lterativn or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for .r,pprovai prior to installation. UBC 302 (b) 2 . Address—Required: The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emerg. ncy vehicles. UFC Sec. 10.208 3 . :Fire Extinguisher Re uirements: Not 1Pss than one (1) approved fire extinguish--(s) with a rating of n..ot .less than (*) shall .be provided for each (**) square fee`_ of floor area or fraction thereof. The trairel distance to an a tinguisher .From any portion of the building sh311 not exceed 75 f,eet . UFC Sec. 10.303 (*) 2A10!i:C - Light and Ordinary F;azard 4A]OB:C - Extra Hazard "Warklna"Smoke Detectors Save Lives Mackenzie/Saito June 27, 1991 Page 2 (� *) 3,000 - L--:ght Hazard 1,500 - Ordinary Hazard 1 ,000 - Extra Hazard Note: Where flammable or combustible- liquids are used, "B" ratings of extinguishers may need to be higher and travel di4ta.nces .s•'iorte.r. .,ee requirements in National Fire Protection Association Standard 10-1 . 4 . Approved Plans on Job Site: Oni? set of approved plans bearing the stamps of the building department_ issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 .5. Required Occupancy Certificate_ Przor to the use and occupancy of the projoct (space) , a certifi^.ate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec. 307 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, i� I Gene birc.hill P-putt' Fire Marshal GB:kw cc: Tigard Building Department H.L. Green Company ti. CITY OF TIGARD OREGON June 26, 1991 Betty Shepk,he,►rd Maccensie/Saito Associates P. C. Box 69039 Portland, OR 97201 Project: Buildings 233 & 234 BUP91-0143 e 'gUp91-Q144 6877 ane 007 S.W. Cardinal L Dear Hs. Sheppheard: The plane for these projects were reviewed for conformity with applicable •odes, and are conditionally approved. The site work and building permit.a t.: begin work on the projects may be ot:ained at any time. lie do riot have planr for the buildi•ig automatic sprinkler, mechanical systems. plumbi,nq of f any of these systems are to be instilled in the 'building shells, please submit plane for review. r( You have questions, or if we may be of asetstance, please contact us. .�I ncerely, ,i . )_fi Ja ' er! lana Ri FAX (503)584-7297 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 SW 72nd Avenue iu functionally classified as a major collcl7tor street by the City of Tigard Transportation Plan Map. SW 72nd Avenue contains approximately 40 feet of pavement, curbs, and storm sewers. Sidewalk is present only on the east side of this street.. 3. Site Information and Proposal. Description The 3.71 acre site is presently vacant and has undergone site clearing .in the vast month. The applicant requests Site Development Review approval of a plan to construct two 24,625 square foot, single-story, flex-space industrial buildings on the site. The buildings would be surrounded by .interior landscaping, a parking area including 1.83 parking spaces, and landscaped area between the paxki.ng area and adjacent streets. Approximately 27 percent of the site would be landscaped. Access to the site would be from two driveways or. SW 72nd Avenue and one driveway on SW Sequoia Parkway. Both buildings would be served by a loading docks and at- grade overhead 9ocrs on the north side of the bifildings . 4 . Agency and NPO Comments The Engineering Department has reviewed the proposal and has offeree] the following comments: a. The site is bounded by S.W. 72nd Avenue, S.W. Cardinal Lane, and S.W. Sequoia All. improvements; i.e. curb, �iciF ks, and pavement, have Leen .installed on all streets that front the site and are built to current standards . The applicant has i_ndigated, irom the submitted material., that it is their_ intention to use the access points as already provided. Therefore no street improvements should be required. b. There is an existing 8 inch sanitary sewer line located in S.W. Sequoia, with a stub pro ided to the site, that was .installed as part of tt:e Pacific Corporate Center Local Improvement District . Therefore no extension of the public sanitary sewer system should be required. C. There is an existing storm drainage system installed within S.W. Cardinal Lane and extended to the site that was installed as part NOTICE OF DECISION -- SDR 91-0006 - MSA-PACTRUST PAGE 2 CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW - SDR 91-0006 MACKENZIE-SAITO & ASSOCIATES (PACIFIC REALTY ASSOCIATES-PROPERTY OWNER) APPLICATION: A .request by Mackenzie-Saito & Associates for Site Development Re:-iew approval to allow construction of two flex-space industrial buildings of approximately 24,625 square feet each within the Pacific Corporate Center. Zoning Designatiol,i I-p (Indust.rial Park) . Location: Northeast quadrant of the intersection of SW 72nd Avenue and 5;9 Cardinal Lane (WCTM 2S1 12AD, Tax Lot 1000) . DECISION: Notice is hereby given that the Planning Director's designee for the City of Tigard has APPROVED the above request subj(!ct to certain conditions. The findings and conclusions on which the decision is based are noted below: A FINDINGS OF FACT 1 . Background Tax lot 1000, which is also lot 1 of the Pacific Corpo•_ate Center, was created through the platting Of t.ie Pacific Corporate Center subdivision .in DecemLer, 1989. The preliminary plat for this subdivision was approved by the City's Land Use Hearings Officer on June 2, 1989 . No other land use or development applications regarding this parcel have been reviewed by the City of Tig,3rd. 2. Vicinity Information The site is located on the north side of SW Cardinal Lane at SW 72nd Avenue within the Pacifi,7 Corporate Center subdivision. SW Sequoia Parkway .1.9 on the east side of the site. The entire subdivision is zoned I-P ( Industrial Park) . Two office/industrial buildings developed and owned by Pacific Realty Associates are located south of the subject site across SW Cardinal lune. No other buildings have Yet been constructed in the Corporate Canter subdivisio»• All streets and associated improvements are in place within the subdivision. Properties to the west of the subject site across SW 72nd Avenue, include a •variety of industrial uses on properties zoned I-1. (Light Industria' . PLEASE NO'^E THIS IS ONLY AN ESTIMATE OF THE PROPOSED TIF FEE, THE ACTUAL FEE WILL BE CALCULATED AT TIME OF BUILDING PERMIT APPLICATION. ThP actual TIF will be based on the total square footage shown in the approved building plans and the trip rate in effect at the time of building permit application. In addition, the rates reflect the increased rate, which will become effective as of July 1, 1991. The Tualatin Valley Fire and Rescue District has reviewed the proposal and has commented that fire hydrant placement must be coordinated with the Fire District and Tigard Water District. The City of Tigard Building Division, Tiga-d Water District, Northwest Natural Gas, PGE, and GTE have revigwed the prop.,sal and offered no comments or objections. No other comments have been received. B. ANALYSIS AND CONCLUSION The proposal for development of the two flex-space industrial buildings on tax lot 1200 conforms with Community Development Code I-P ( Industrial Park ) zoning district requirements for minimum setbacks from property boundaries, building height (45 feetmaximum allowed; 20 feet maximum building height proposed) , site coverage (80 percent maximum coverage allowed; 73 percent covirage proposed) ; and site landscaping (20 percent minimum landscaping; 27 percent landscaping proposed) . The buildings are designed to accommodate a variety of uses permitted in the I-P zoning district. The proposal complies with Community Development Code requirements for parking area trees and oche~ site landscaping requirements . Street trees are already in place. The plans also are consistent with Code standards related to vision clearance at driveway/road intersections, minimum access and parking lot aisleway widths, and availability of necessary public services (water, sewer. , and storm sewer) to the site. The site pian provides an adequate number of parking spaces to satisfy the Code parking requirements for uses likely to locate in the proposed flex-spare buil.di.ngs ( 183 full-size spares provided, or 1 space per 269 square NOTICE OF DECISION - SDR 91-0006 - MSA-PACTRUST PAGE 4 of the Pacific Corporate Center Local Improvement District. Therefore no extension of the public storm sewer system should be required. The Unified Sewerage Agency has established and Lhe City has agreed to enforce, (resolution No. 90-43) Surface Water Management Regulations reglUring the construction of on site water quality facilities or fees in lieu of it constru:tion. Requiring surface water qual Y facilities cn small sites would result in numerous facilities that would b Furthermore, maintenance burden to the City. the applicant has not proposed any such facilities and there are no natural depressions or other areas of this site hat particularly rtic laes. suitable for water quality Regional facilities, funded by fees in lieu of construction of tLese .facilities would provide the required treatm-=nt with improved reliability and less maintenance Consequently a fee-in-lieu of te faci.lhtiesnshouldlon of be assesse,dlt /� water. quality d. Washington County has established i and th90Cit has agreed to enforce, purpose of the fee is Traffic Impact Fees. The pur p to ensure that new development contributes to extra--capacity transportation improvements needed ; o accommodate additional traffic generated by such develepment. The applicant shall be required to pay the fee. Based on the following information the ESTIMATED TIF for this development would be: A) Use all defined by applicant: Office/warehouse/manufacturing B) Land Use Category: Industrial C) Rate per trip: $133.00 D) ITE Category: 150 E) Weekday average trip rate: 4 .88 Per T.G.S.F. G) Proposed Square Footage: 17,600 F) Vi' = 4 .88 X 49 .25 X $113.00 = $31, 965 . 00 NOTICE OF DECISTJN - SDR 91_0006 - MSA-PACTRUST PAGE 3 WK�WUMUMMIKI -- N 4. An erosion control plan shall be pro-.-ided as part of the improvement- drawings. The plan shall conform to "Erosion Control Plans - Technical Guidance Handbook, November 1989 . " UNLESS A SATISFACTORY PERFORMANCE ASSURANCE IS POSTED, TH:s FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF AN OCCUPANCY PERMIT: 5. The proposed landscaping materials and other proposed sits improvements shall be installed in conformance of the a,)proved site plan. STAFF CONTACT: Jerry Offer, Planning Division. ^_'HIS .APPROVAL SHALI, BE VALID IF EXERCISED WITHIN EIGHTEEN ( 18) MONTAS OF THE DATE OF FINAL DECISION NOTED BELOW. D. PROCEDi1RE 1. Notice: Notic, was published in the newspaper, posted at City Hall and mailed to: __X_The applicant and owners __Owners of record within the required distance _ __The affected Neighborhood Planning Organization __XAffected governme.it agencies 2 . Final Decision: THE DECISION SHALL BE FINAL UNLESS AN APPEAL IS FILED NO LATER THAN 3:30 F.M. t-IN 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32 .290(A) and Section 18. 32 . 370 of the i'ommunity Development Code which provi.das that a written appeal must be. file:'_ with the City Recc;rc'er withir 10 days after notice is given and sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. 4 . Questions: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 13125 SW mall Blvd. , Tigard, Oregon. LV APPROVED BY: Dick Bewersdo f DATE Senior Planner NOTICE OF DLCISION - SDR 91-0006 -- MSA-PACTRUST MAGE 6 feet of proposed building area; the Code requires that industrial and office uses likely to locate in this type of building be provided with parking at ratios between 1 parking spaces per 350 square feet and one space per 1,000 square feet) . Thox 183 spaces therefore will be adequate to serve the potential uses of these buildings. The site plan provides for four designated handicapped parking spaces consistent with both the Code's requirements and the Oregon Revised Statutes. 'i he designated handicapped parking spaces will be located convenient to major entrances to the buildings. The site plan, however fails to provide for requires' bicycle parking facilities.. Code Section 18. 106. 020.P requires that bicycle parking faciliticg be provided at a ratio of one bicycle space per every 15 auto spaces. The site plan will therefore need to be revised prior to building permit issuance to provide for a minimum of 12 bicycle parking spaces within bicycle racks. C. DECISION The Director's designee approves Site Cevelopment Review SDR 91-0006 subject to the following conditions: BUILDING PERMITS WILL NOT BE; ISSUED UNTTL THE: FOLLOWING CONDITIONS ARE FULLY SATISFIED OR A SATISFACTORY PER?ORMANCE ASSURANCE IS POSTED GUARANTEE CNG COMPLETION OF IMPROVEMENTS. UNLESS OTHERWISE NOTED, STAFF CONTACT- IS CHRIS DAVIES OF THE ENGINEERING DEPARTMENT. 1 • The site plan shall be revised to provide for a minimum of 12 bicycle parking spaces within a bicycle rack. STAFF CONTACT: Jerry Offer, Planning Division. 2• As part of tha improvement p t he shall. submit details and calculations thatashow cthe change in the amount of impervious surface area created by this development. Ir, addition, the fee- in-lieu for water quality shall be paid. 3. The applicant shall pay the Traffic Impact Fees prior Lo the issuance of Tenant Modification Building Permits . The actual TIF' will be based on the total gross square footage shown in the final approved design and the trip rate in effect at the time of Building Permit application. NOTICE OF DECISION - SDR 91-0006 - MSA-PACTRCST PACE 5 PRUPUSEII BUILD1Mli PLANS ARCn Y.Q7JF77AlL e1.nG�_ TNU PARtRCa I f PACD7C CGNPORATf fZTITCN Sf1f 16N61 Jf 1COL A 2,,J7D•1' 177 PNDQNG PAtLJ IIIA FW4NW.PL AM BLDG .8771 37 JOT. o J/P9/9t l! �� idJLLC�:L /iDONG Al[D SCnI[ 1' W' LIIn163 G'PING ,Ataa 9' t9.]% 010t A P%OhLM ISA z, ., TTTTTT-T f TTTF T1TT TTTTFTf-I-1-I 7I-FPTi S 41) _ s lal l_JI __1_--' 1_ - - - TT- fl --- - Q W -- � - •-- - — --- 7 to `, ------ 7 r T -- --- - -� CA- 6 NZ LANE —J • r.a I r--�--r- - T _ 'rl �A r � rw�. � _•o —� l ONES, Opm-NALMENUOU I.w[ —ll — 1 w r-IIIA/��(1 1 PACIFIC CORPORATE CENTER Buildings 233/234 Tigard, Oregon Specifications and Details Prepared By: Mackenzie/Saito & Associates, P.C. (MSA) 0690 S.W. Bancroft Street P.O. Box 65039 Portland, Oregon 97201-0039 Telephone: 503/224-9570 Fax: 228-1285 ^1 Date: June 3, 1991 Project Number 291170 r • F19PtrS1t3E!VEPALN?7,Ah09O trent l 01010 SUMMARY OF WORK 1 The work under this contract ,ro' /� lect is to include all the labor, materials, transportation, equipment, supervision, and services necessary for and reasonably incidental to the 1 completion of all construction work in connection with the drawings and specifications. Scope: (2) tilt-up office/warehouse structures with brick veneer, approximately 25,000 sq. ft. each, wood frame roof, slab on grade, fully sprinklered, and related site work. Occupancy: B-2 I Number of Employees: To be determined with t-inapt permits. 01050 COORDINATION The Contractor shall verify and confirm all dimensions and conditions shown or implied the drawings and specifications as well as the physical conditions of the site. Notify the A/F of discrepancies prior to start of work. Contractr,r;;hall coordinate the work of all subcontractors to prevent duplication of effcrt and to ensure ;iroper sequence of operations. I 01070 CUTTING AND PATCHING Patch and repair all existing work damaged by new work to existing condition or new condition, whichever is appropriate. i Replace all existing slabs and paving removed for new construction. 1 Hemove, revise and reconnect all gutters down + sho%,.,n and required. spouts, ram drains, and area drains as I 01080 APPLICABLE CODES Applicable codes on materials and workmanship shall confr�m to the Uniform Building Code applicable State, local, and Federal Safety Orders. All references to codes, specifications and standards shall mean and are intended to be the latest edition, arrendment and/or revision of such reference standard in effect. r F\SPEC MFNERAI n%1Q i t 701mgn -1 IM—Km 0 01400 TESTING LABORATORY SERVICES Owner will employ and pay for services of in0pendent testing laboratory to perform Iconcrete test. Contractor shall cooperate and furnish tools materials and assist;.---nce. 01500 TEMPORARY FACILITIES Provide and maintain temporary facilities and controls required for proper perfor nance of 1 the work: a. Temporary utilities such as water, electricity and telephone b. Field offices and sheds c. Sanitary facilities d. Enclosures such as tarpaulins, barricades, and canopies. e. Environmental controls, suoh as dust, dewatering, weather aiid fire protE!:tion. Any work damaged by failure to provide protection above as required shall be rer loved and replaced with new wcrk at the contractor's expense. Maintenance and Removal: Maintain all temporary facilities and controls �s Ieng as needed for*the safe and proper completion of the work. Remove all temporary facilities a .d controls as rapidly as progress of the work will permit, or as directed by the A/E. 01600 MATERIAL AND EQUIPMENT It is the contractors responsibility to be cer[ain that all equipment, products, an I materials selected by him, or for him by his subcontractors or materials suppliers, ( )nform to requirements of the Drawings and Specifications. Approval of manufacturer does lot relieve contractor of responsibility for providing materials and equipment which comply wr ' contract documents. Qualif;cailcns of Manufacturer: Products used in the work of this Section shall be 3roduced by manufacturers regularly engaged in manufacturer of similar items, with a iistory of successful rrcduction acceptable to A/E. Qualifications or Installers: Use adequate numbers of skilled workmen who are tf aroLlghly trained and experienced in the necessary crafts and who are completely familiar with the specified requiremer Its and the r-�ethods needed for proper performance of the v� )rk. Delivery, Storage and Handling: Deliver the work to the job site in such quantitie , and at I such times to assure the continuity of the Installation. Sto-e units at the job site in a manner to prevent physical damage, and in a manner to keep all markings visible. Protection: Use all means necessa. to protect the materials before, during x d after installation and to protect the work and materials of all other trades. -2- F'%SPEC9WENERALMM11 Mmgn Manufactured articles, materials, and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned as directed by the respective manufacturers, unless otherwise specified. The site is to be maintained in a neat and orderly manner. All subcontractors are to clean u no less than weekly,kly, or at the end of each portion of work, all areas related to their work. 01700 PROJECT CLOSEOUT Project Cleanup: Upon completion of the work, remove temporary buildings and structures, fer-ces, F,catfoldirg, surplus materials and rubbish of every kind from the site of the work. Before acceptance, leave the building, interior finishes, glass, clean. floors and ceiling; broom Certificate Of Occupancy: Subsequent to final inspection from agency having jurisdiction, accomplish necessary,corrections and obtain. arrang:, and pay for Certificate of Occupancy. peratron and Maintenance Manuals: Furnish ,- the manufacturer's ii�structions for maintenance and operation eof each sets of r iten-J olf aqui aiming ent and apparatus furnished under the Contract and any additional data specifically grequi ed under the \,arious sections of the Specifications. Arrange the manuals in proper order, indexed and suitably bound. Certify by endo cement thereon that each of the manuals i; complete and accu,ate. 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 cit the Work. Project Record Documents: As job progresses, Contractor, Mechanical, and Electrical Subcontractors for their work shall keep at project site an accurately marked iob 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 references to the building shall also be kept. These records changes of directions and location by dimensions and elevations, asr a utilities are should and utiities actually installed. (Note: Above requirements shall not be construed as authoriza")n to make changes in work or layout without definite instructions in each case.) Upon completion 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, contractor shall then forwai d to A/E th�i complete new set of I Contract Documents covering all work including his changes under this, contr all above information, changes and deviations from the original drawings act, showing i. I. F\8PECMGENEFiAL mft%v170\mpn -3_ v s1 ia► 02010 SUBSURFACE EXPLORATION Soils Engineer or Independent Testing Laboratory will be retained by the Owner to observe pertor mance of work in connection with excavating, trenching,fih!ng, backfilling, grading, and to confirm the assumed 2000 psf soil-bearing pressure for builo�ng foundation and slab. Adjustment of Work: Readj jst all work performed ;hat does not meet technical or design requirements, but make no deviations from the Contract Documents without specific written approva! from Lite A/E. 02102 CLEARING AND GRUBBIN1,31 SURFACE PREPARATION: Demolition: Remove all existing paving, concrete and organic material ':i areas shown to receive walkways. driveways, paving and buildings to a depth of 6". Grubbing: G,-ub out all stumps and roots larger than 112" in diE meter. Rem^ve all scrap M metal and all foreign materials. Disposal: DisPole of cleared and demolished material by Owner and hauling away any excess material from site. 022.10 GRADING Rough Grading: Bring all finish grades to approximate levels indicated on Drawings. Where grades are not otherwise indicated, finish grades are to be same as adjacent sidewalks, ci:-bs, or the obviuu: grade of adjacent structure. Grade to uniform levels or slopes between points where grades are given. Round ,)ii Surfaces, avoid abrupt changes in levels. Rough grade to allow for depth of concrete slcLis, walks. and their gra✓el bases. Grade for paved drives and paved parking areas as indicated and specified herein and provide for surface drainage as shown, allowing for thickness of sur{acing 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 bring to final grades. Grading Tolerances: Rough grade: building and paving areas - plus or minus CA foot; Finish Grade: granular cushion under concrete slabs and paving, plus or minus .01 foot. 02220 EXCAVATING 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. + F`SPFC316ENFFULnbma117(Tmgn - All footings to bear on firm, natural, undistui-bed soil free of organic material or on engineered fill. All soft, wet or soil of unusual r=ondition sha l 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. 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. Compaction: Areas beneath floor slU.)s, walls, paving and foundations shall be compacted to a dry density of 95 percent of the maximurn dry density. The water content at the time of compaction should be within (plus or minus ) three percent (2%) of optimum. Backfill materials: Selected natural fill material rrom 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 1in maximum size with not more than ten I 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 crusheu rock containing less than 5 percent fines passing the I Icl. 200 neve free of organic material. IBackfill lifts Place layers in maximum 8" thick lifts. Compaction standards: All compaction based on .AASHTO Standards T-180. 02612 ASPHALTIC CONCRETE PAVING Comply with "Asphalt Paving Institute of Oregon" recommended design and construction procedures, latest edition. Work in public right-of-way: Comply with APWA Oregon Chapter requirements. Patch and repair of .,,-eets: Comply with local governing municipality or county, or State agency standard specification for streets and roads. F -5 1S PEC3NG ENE M�m3,A 117rn,Iq l Provide 2" of asphaltic paving over 4" of 3/4" minus well-graded crushed rock. 02618 PAVEMENT MARKING Cleaning: Sweep and clean surface to eliminate loose material and dust. Striping: Apply 4" wide parking and direct onal lines where shown. U, ; Rodda Paint Co. No. 671, White. 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, she-pe and dimensions indicated. Concrete to be special no slump design for use ir. extruding machine. Provide cold joints every 201-0". 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. Subcontractor tc, immediately reprove all concrete from asphalt areas during installation. 03100 CONCRETE FORMWORK Design of formwork is the Contractor's responsibility. Standards: Comply with all pertinent provisions of ACI 318. Formwork in accordance with ACI 347. Design, erect, support, brace, and maintain formwork ,v that it will safely support vertical and lateral ;gads that might be applied, until such loads can be supported by the concrete structure Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation and position. -6- c 1.3PEC3\GENERALntsW1 t70\mgn Provide shore and struts with positive means of adjustment capable of taking up formwork settlement during concrete placing operations, using wedges or jacks or a combination thereof. Support form faring materials t)y structural members spaced sufficiently close to prevent objectionable deflection. Fit forms placed in successive units for continuous surfaces to accurate alignment, free from irregularities, and within allowable to!erancAs. Provide formwork sufficiently tight to prevent leakage during concrete placement. Solidly butt joints as required to prevent leakage and fins Installation of Embedded Items: Set 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 by 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 and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt and other debris just before concrete is placed. Retighten forms immediately after concrete placement as requi:ed to eliminate mortar leaks. 1 Removal of Forms: Forms to remain in 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 additional cost to Owner. I 03200 CONCRETE REINFORCEMENT The term "reinforcement" includes all reinforcement needed for concrete indicated on the drawings or required for a complete operable facility. Reinforce all c,ncrete unless specifically noted otherwise on the drawings. If no reinforcement is shown, contact A/E for requirements. 1 Compiy with CR,31 "Manual of Standard Practice ACI 318". Reinforcing Bars. All bars for reinforcement shall be deformed, intermediate grade steel conforming with "Specifications for Billet-Steel Concrete fleinforcing Bars," ASTM A-615 and Supplement #1, Grade 60 unless specifically noted as Grade 40, Grade 60 ASTM 706 at all welded connections. Steel Wire. r - •nply with ASTM A-82. Chairs: Al! chairs and bolsters to be plastic or plastic tipped. F\SPEI—M3ENERAL nb18t 170\mpn 1 General: Fabricate reinforcing bars to conform to required shapes and dimensions, with fabrication tolerances complying with CRSI Manual. In case of fabricating errors, do rot rebend or straighten reinforcement in a manner that will injure or weaken the material. fSubmit shop drawings for A/E review. 1 03300 CAST-IN-PLACE CONCRETE Codes and Standards: ACI 301 "Specifications for Structural Concrete for Buildings" 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 concre+e. Proportion mixes by either laboratory trial batch or field experience methods, using maty rials to be employed on the work for each class of concrete required. Furnish certified reports of each proposed mix for each type of the work of this Section; 3,000 psi concrete. Concrete Strengths: Footings and Foundations: f I c = 2500 psi at 28 days, slump 4", slump tolerance plus 1 1 minus 1" Floor slabs: f I c = 3000 psi at 28 days, 4" slump, slump tolerant plus X, minus 1" Walls: f I c = 3000 psi at 28 days, 4" slump, slump tolerance plus 0", minus 1" ( Cement: S'andard brand of Portland Cement in accordance with ASTM C-150, Types I or + II at contractor's option. Use only one manufacturer's standard brand, type and grind throughout all work of a particular type. IWater: Clean, potable, fresh, and free from injurious amounts or oils, acids, alkalis, organic materials or other harmful substances_ Admixtures: (agents shall both be from the same manufacturer). Air entraining U,ent: In accordance with ASTM C-260. Water-reducing agent: In accordance with ASTM C-494, Type A, containing no calcium chloride or other accelerating or retarding agents. Fly osh prohibited. Aggregate: Comply with ASTPA C-33. Floor Slab Hardener/Dustproofer: At contractor's option. Ensure compatibility with final finishes. F kSPECMOENFRAL.nmkgI17Mmpn '�' wr +w +moo +a ve *� •.. I I03411 PRECAST CONCRETE WALL PANELS Concrate in accordance with Section 03300, Cast-in-Place concrete, f,c 3000 psi at 28 days Imaximum slump 4"; slump tolerance plus 0", minus 1". Concrete to reach 60% of 28 day strength at 7 day test break or be subject to immediate f rclection. Reinforcement: In accordance with Section 03200, Concrete Rei•iforcement I Bond Breaker: At Contractor's option, ensure compatibility with final floor surface3 and finishes. Submit shop drawings for A/E review; include inserts, anchors and embedded items; ledgers and ledger bolting; dimensions; reveals; reinforcing size and spacing and arrangement; erection drawing showing panel locations. Coat all welded connections embedded in earth or below slab with bituminous paint prior I to backfilling. 04210 BRICK MASONRY All work to comply with pertinent Sections of BIA Technical Notes Standard Specifications: a. Portland Cement - Lime mortar for Brick Masonry BIA designation N11-72. b. Flashing Clay Masonry - BIA Technical Note 7A. c. Moisture Control in Brick and Tile Walls - BIA Technical Note 713. d. Brick Veneer New Frame Construction - BIA Technical Note 28. ! BUILDING BRICK - Brick: In accordance with ASTM C-52 Grade SW. Brick to have dimensions of 2-112 x 3-1/2 x 7-1/2. Calor and texture to be j approved by Owner. MORTAR - Materials: Portland Cement ASTM C-150 Type I or II; Hydrated lime ASTM 0-270; Aggregate ASTM C-144. Type S as proportioned in Uniform Building Code Table 24-A. 4 GROUT: Portland Cement ASTM C-150 Type I or 11; Hydrated lime. ASTM C-270; 2500 psi compression strer.gth in 28 days; Aggregate ASTM C-404 Fine; Mix in accordance with BIA M-1 72. General: Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint widths and to properly locate openings, movement-type joints, returns and -9- F'SPECSMENERAI.MM911)01mgn offsets. Avoid the use of less-than-half-size units at corners, jambs, and wherever possible at other locations. Control and Expansion Joints: Provide vertical expansion, control and isolation joints in masonry where approved oy Owner's representative. Rake out mortar in preparation for application of caulking and sealants. 05200 OPEN WEB STEEL JOISTS Open web joists to conform to the latest S.J.I. specifications. Joists designed, fabricated and erected in accordance with Steel Joist Institute Standard Specifications, latest edition. Approved manufacturers of steel joists: "Vulcraft"division of Nucor Corporation, Armco Steel Corporation, or approved equal. Submit shop drawings to A/E for review. 05300 METAL DECKING All work in accordance with pertinent sections of "St3el Deck Institute Cesign Manual for Floor Decks and Roof Decks" by the steel Deck Institute (SDI), latest edition. Provide deck configurations complying with S01 "Basic Design Specification" of the gauge, depth and width shown on the Structural Drawings. Steel for galvanized metal deck units: Comply with ASTM A-446, Grade. A. Miscellaneous steel shapes: Comply with ASTM A-36. Sheet metal accessories: Comp!y with ASTM A-526, commercial quality, galvanized. Galvanizing: Comply with ASTM A-525, G-40. 05400 LIGHT GAUGE METAL FRAMING Design of framing members shall comply with AISI Cold Formed Steel Design Manual. Provide 6" 24- and 16-gauge punched C studs with stiffened flange unless noted otherwise. Steel framing members: Comply with ASTM C-645 "Nonload (Axal)" Bearing Steel Studs, Runners (Track) and Rigid Furring Channels for Screw Application of Gypsurn Board". Installation of framing: Comply with ,ASTM C-754 "Installation of Framing Members to Receive Screw Attached Gypsum Wallboard, Backing Board or Wager Resistant Backing Board". Materials: Comply with ASTM A 446-72, Grade C (minimum yield strength 33 ksi) g&lvanized in accordance with ASTM A525 light commercial qualit -10- F%SKCMGFNFRALnts%Q117Mmgn a 05500 METAL FABRICATIONS ' General: All structural steel shall be detailed, fabricated and erected in accordance with AISC manual, latest edition. Structural and Miscellaneous Metal: All steel plates, flat bars, and structural sections shall be ASTIA A-36 unless noted. Al pipe colLImns ASTM A-53, Type E, Grade B. Ail bolts ASTM A-307. Tube sections ASTM A-501, 46 ksi. All steel to have one shop coat or to be galvanized if noted. All steel embedded in gravel, rock, and/or earth to be coated with asphalt. All welds with E70XX electrodes in accordance with AWS Standards by certified welders. /a fillet tip welds unless noted otherwise. All base plates, bolts, and columns embedded under slab must be coat paint prior to backfilling with concrete. ed with bituminous Submit shop drawings for A/E review. 06100 CARPENTRY Codes and Standards. All lumt�ar 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 (WWPA) J "Grading Rules for Western Lumber"; American PN wood Association (APA). Lumber: Comply with P.S. 20 Douglas Fir S45. Plywocd: Comply with PS I/ANSI 199.1 or APA's performance standards. Species and Grades: Plates, blocking, bridging and ledge,s: Douglas Fir #2 or better Beams and purlins: Douglas Fir #1 or better Subpurlins: Douglas Fir #1 or better, f I b = 1750 psi Studs: Douglas Fir construction or better Plywood roof sheathing: 5/8" APA rated sheathing Exposure 1 42/20 Pressure Treatment: All wood in permanent conte-t with concrete to be pressure treated with a water borne preservative in acr.of dance with Standard Specification for Treatment of Timber Products, ASTM Des>ignati;.m D 176'0. F'%9PFMGENEFwL ntsWl 17Mmgn '1 1 elf ■f +� +� � � �! +� Moisture Content: Purlins: "S Grn" maximum moisture content 24%; All Other Lumber: "S Dry," maximum moisture content 19%. Framing Connectors and Supports: "Simpson Strong Tie" or approved. Po" Driven Anchors: Omark 14" shank H95, part #47095. INSTALLATION: 1. Discard units of material with defects which Tright impair quality of work, and unit's which are too small to use in fabricating work with miniMLIM joints or optimum joint arrangement. 1 2. Set carpulltn,r work accurately to required levels and 1�nes, with rnemt:ers 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 or exposed carpentry work and fill holes. 4. Stoc piling: Stockpile all materials sufficiently in advance of need to ensure their availability in a timely manner for this work. 5. Finish all bearing surfaces on which structural members are to rest so as to give sure and eve'i support. Where framing members slope, cut or notch the ends as required 1 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. 7. Bolting: Uri!l holes 1 /16" larger in diameter than the bolts bei,ig used. Drill straight and true from one side only. Bolt threads shall not be&r on wood. Use washers under head and nut where both bear on wood; use washers under all nuts. 8. Screws: For lag screws and wood screws, pre-bore hulas same diameter as root of ( thread; enlarge holes to shank diameter for length of shank. Screw, do riot drive, all lag screws and wood screws. I9. Nailing: a. Nailing Schedule: In accordance with Table 25-0, Uniform Building Code, latest edition. 1 b. Use common wire nails, except as otherwise indicated. Use finishing nails for finish work. SP!act fasteners of size that will not penetrate members where opposite side ,will be exr,,sed to view or wiil receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; pre-drill as required. WOOD (-ROUNDS, NAILERS, BLOCKING AND SLEEPERS: 1. Provide wherever shown and where +equired for screeding or attachment to other work. Form to shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved. 2. Attach to subst;ates as required to support applied loading. Countersink belts and ( nuts flush with surfaces, unless otherwise shown. Build into masonry during F" 'I'"Ai I-'S�Ui -1�- 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 11/2" wide and of thickness required to firing face of ground to exact thickness of finish material involved. Remove temporary grounds when no longer required. WOOD FURRING: ( 1. Instal, nh:mb and level with closure strips at edges and openings. Shim with wood as required for tolerance of finished work. 2. Firs stop furred spaces on walls at each floor level, with wood blocking or { incombustible materials, accurately fitted to close furred spaces. 3. Furring to Receive Gypsum Drywall: Unless otherwise shown, provide 2 x 4 furring at 2 on center, vertically. WOOD FRAMING, GENERAL: 1. Provide framing members of sizes and on spacings shown, and frame openings 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" of ' )lar.,.jG >+ ;an Framing" and other recommendation of N.F.P.A. and Table 25-0 I of thy, of the Uniform Building Code. 3. Fire 1paces with wood blocking not less than 2" thick, if not blocked by oth ers. Provide blocking at each building story level and at ends of joie I BLOCKING: Install all blocking required to support all items of finish and to cut off all concealed draft openings, both vertical and horizontal between ceiling and floor areas. Install solid blocking between joists at all points of support and wherever sheathing cr I flooring is discontinuous. Wood fire-blocking, when of wood, shall be two inches (nominal) in thickness by the full width of the opening being blocked. Fire-block: Ia. In all stud walls at ceiling and floor levels. b. In all stud walls, including furred spaces, so that the maximum dimension of each concealed space is not more than eight feet. 1 c. All other locations whe-e openings could afford passage for rodents or flames. -13- � F\SPECS\OFNEFtALnblpt i 70\mpn nitd al!{' atud Framing: General: Provide stud framing where shown. Unlesr, otherwise shown, use 2" x 4" wood studs spaced 16" 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 or 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. a. Provide continuous horizontal blocking; as required by Code, using 2" thick members of same width as wall or partitic,is. Frame openings with multiple studs and readers. Provide nailed header members of thickness equal to width of studs. Set headers on edge and support on jamb studs. a. For non-bearing partitions, provide double-jamb studs and headers not less than 4" deep for openings 3 1 and less in width, and not less than 6" deep for wider openings. b. For load-bearing partitions, provide double-jamb studs for openings 61 and less in width, and 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". Qeiling.Joist Framing: Provide member size and spacing shown, and as previously specified for joist framing. IntallatiQn of Ply ood: Comply with applicable recommendations contained in Form No. E 304, "APA Design/Construction Guide - Residential and Commercial,"for types of plywood products and applications indicated. 06180 GLUE LAMINATED BEAMS Fabricator: Glue lamin,,;ted beam fabricator shall be approved and licensed by American Institute of Timber co istruction (AITC). Prior to deliver of glue laminated teams to job site, deliver to the A/E "AITC Certificate of Performance" covering the products furnished. Manufacturer: Comply with ANSI/AITC A190.1 - 1983. f 1 b = 2400 psi f I c = 450 psi f 1 v = 145 psi Camber: See Framing Plans Exterior Glue -14- F19PECSkGENFRALnb\8117Mgn M A. 4 Industrial Appearance Grade Top tension laminations on cantileverE d beams Submit shop drawings for A/E review 07200 INSULATION Insulation of Roofs: 3'/2" faced batt or blanket at building roofs. Characteristics of vapor barrier or facing material flame spread maximum 25. smoke density not to exceed 45L. Installation of Insulation: Provi�.e insulation in widths as required for tight fit between framing members. Fully insulate the indicated areas, includin; all small areas between clo%ely fitting members. Do all end matching neat'y and with all ends joined or overlapped. Foil face to interior of building. Cut and fit insulE:ong batts around pipes, conduits, and outlet boxes as necessary to maintain the integrity of the buildir.J. Tape ruptured vapor barrier using adhesive tape recommended by manufacturer. Lo':gitudinal joints or splices within individual framing space prohibited. Banding marks on insulation in exposed areas prohibited. Do not install insulation in roof until building has achieved operatina'emperature for two,.-jerks, roof membrane in complete and moisture content of roof structul ., members is 1E`* or less. S ispend batts between subpurlins at roof, support batts with 11/2" wide plastic; banding at 2 1-0" on center stapled to underside of each subpurlin w'th 15 gauge staple. Banding to be on continuous rolls starting 1 ,-0" from and parallel to purlin. 07500 MEMBRANE, ROOFING Comply with pertinent sections of the National Roofing Contractors Association (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 manutacturer's details and installation specifications prior to start of work. i oof Membrane: Provide minimum U.L. glass B specification with FM 1-60 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-60 attachment. Accepted Manufacturers: Ovit,ns Corning Fiberglas, Johns Manville, Conglas, or apf.roved substitution. Guarantee: Coordinate require rents with Owner's representative. -15- F\SPEGSIGENERALnt2181170\mgn 07600 FLASHING AND SHEET METAL All work shall comply with applicable portions of the Architertural Sheet Manual of the "Sheet Metal and Air Conditioning Contractors Association. Inc." (SMACNA) latest edition. Provide ail necessary mechanical fasteners and accessories for complete installation. Flashing: 2.4 gauge prefinished galvanized sheet metal in accordance with AS,fM A-526 for all items unless indicated otherwise. Uutters, Scuppers and Downspouts: 24 gauge galvanized sheet metal in accordance with ASTM A-526. Provide removable bird scrsens at downspouts. Reglets: Fry Reglet Corporation, Glendale, California, with counter flashing and miscellaneous framing ancnors of type best suited for intended use. 07900 SEALANTS AND CAULKING Seal of caulk joints between dissimilar materials for watertight seal. Provide watertight caulked joints at all building exterior locations where possible water penetration through joint may occur. Polysulride Sealant: Sonolastic two part as manufactured by Sonneborn Contech, Thorospan S as manufactured by W.P. Grace and Co., or approved substitution. Material of two-pari type shal'1 be in guw r grade can:istency and in standard colors as selected from the manufacturer's palette. Foam Type Premolded Filler Gasket in cord, strip or other section as shown: Similar to Dow Chemical Ethafoam, in natural color closed cell polyethylene foam; provide in sizes as required for secure gasket position in indicated joints. 08100 HOLL.OW METAL DOORS AND FRAMES Doors and frames in accordance with Standard Steel Door Institute (S.G.I.) recommendations, S D.I. 100-78. Doors: 1-3/4" full flush, fabricated from two sheets 18 gauge steal 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 or eNterior doors. FraXes, Exterior: Full welded type fabricated of 16 gauge cold rolled steel. Frames to be thoroughly degreased and cleaned of all imperfections before painting. Al! frames to receive factory coat of rust ir•hibitive primer baked on. -16- F 13PEC9\GENERALnbW 1170\mgn r® 1 Frames, Interior: Provide knocked down split type adjustable 18 gauge cold rolled steel frame with manufacturers standard baked on prefinish. f r,-cep.2tle Manufacturers for drywall frames Empac, Timely, Redi-Frame. Hardware: Reinforce, drill and tap doors and tram, s to receive mortised hinges, locks, I latches, flush bolts and concealed closers as required. Hardware preparation in accordance with S.D.I. 107. Contractor to drill and tap for surface r..pplied hardware in accordance with S.D.I. 107. Provide the following typical hardware at exterior hollow metal exit doors: 1'/2 pair butt hinges with NPP option 1 closer 1 e. ' lockset and lock guard 1 threshold (Pemko offset, raiseri) weatherstripping drip guard Submit shop drawings for A/E's review. 08360 OVERHEAD DOORS Provide steel sectional upward acting ii-lift overhead door of sizes indicated. Doors shall be manually operated on helir�.31ly wound torsion type spring, minimum 24-gauge slats, manufacturer's standard 3" track. Door track to be mounted as high as possible. Accepted Manufacturers: Crawford, Overhead Door Corporation, Kinnear. Submit she 'rawing- `or A/E's revic%c 084C11) ENTRANCES AND STOREFRONT Work. shall meet or e,:ceed applicable standards of the Architectural Aluminum Manufacturers Association (AAMA). All entrances and storefront for this work, unless specifically approved by the A/E, will be the product of one manufacturer. Manufacturer's Inspection: Prior to start of fabrication of entrances and storefront;, secure a visit by the manufacturer to fiE Id inspect and coordinate installation. Manufacturer's representative to ascertain suitability of building structure for instailation of entrances and ,to:ofronts. Manufacturer's representative to coordinate minor changes or alterations in the :uilding structure to accommodate entrances and storefront installations. -17- j F\9PEC8V3ENEFULnb%91 17Mmgn l l Within the requirements established it is the responsibility of the vendor/fabricator to provide a weather-tight, leak-free glass and glazing s/stem, including all structural support, window extrusions, components, sealants, flashing dnd trim, and other necessary items for complete Iinstallation. System to be capable of using one-inch (1") insulated glazing assembly in sloped and Ivertical positions. Provide Cloneeaied connections to the rr.3ximum extent practical. Final assembly to be completely watertight. Provide complete shop and erection drawings for A/E review. t Storefront Door: Similar to Kawneer Series 190 narrow style. Storefront Door Hardware: As supplied by manufacturer. For major entry doors: I2 pair butt hinges push/pull bars surface closer for narrow style with adjustable opening and pressure weatherstripping threshold strike cylinder mail slot 1 Storefront Framing: Similar to Kawnerjr -300 2" x 41/2". Acceptable Manufacturers: Arcadia, Howmet, U.S. Aluminum, Kawneer. 08710 FIN13 H HARDWARE Provide all arcl,l±pctural hardware as specified. This specification is not to be construed as quantitative nor compie;c ir; every detail. It is the suppliers responsibility to furnish all items classified as architectural hardware and necessary to complete the construction as shown ' on the drawings. i Where Coors require a UL labe' for fire rating, all hardware applied to that door shall comply with *ha( rating. Doors installed for smoke protectior. shall receive hardware as recommended by the NFPA or as approved by Un.de-writers Lahoratory. Submit three copies of Finish Hardware Schedule for A/E review. I -113- F%SPEMGENEFIAI_nb\9,1701mgn Provide hardware in US 26 (Polish Chrome) of the following manufacturers: Hinges Lawrence, Stanley, McKinney Locksets/La:chsets Schlage, Orbit A Series t Closers LCN, Norton, Reading I Stops Ives iWeatherstripping, Threshold, Lock Plate, DMP Guard Pemko/Stanley Install all finish hardware in accordance with manufacturer's recommendations in standard location. ICoordinate locksets, keys, and keying with Owner prior to ordering hardware. Provide two keys per lock. 08800 GLASS AND GLAZING All glass to corform to latest edition of the Uniform Building Code, Chapter 54. Glazing in ac:ordance with FGMA, AAMA and SIGMA recommendations. Tempered Glass: Provide tempered glazing in doors, entrances or other traffic areas in accordance with locations defined in U.S. Consumer Product Safety Commission Standard 16 CFR 1201 Cl and CII. Provide label on each piece showing compliance with ANSI Z-97 41.1. Manufacturer of Insulating Glass: A firm recognized and experienced in the production of hermetically sealed glazing units, which warrants its products against failure of the seal and other material and workmanship failures. Provide glass relites and window lights as indicated. Plate or float glass in accordance with Federal Specification DD-G-15 i, Tyoe I, Class I, Quality Q 3 Tempered glass DD-G-1403, Kind FT, Condition A, type I, Class 1, quarter inch thick. Preparation and glazing shall conform to applicable recommendations in the FGMA Glazing Manual and Glazing, Sealing Systems Manual. Install glass for fire doors in accordance with installation requirements of NFPA #80. 1 -19- 1 LSPECSGENERALngtBi 170\mgn Thoroughly clean all glass surfaces. RemL ra labals; paint spats, putty and other I defacements. Replace broken or defective glass: prior tc turning the project over to tenant. Verify color with Owner. 09250 GYPSUM BOARD Gypsum Wallboard: Comply with ASTM C-36. Provide gypsum waliboal d in maximum length to minimize butt joints. 5/8" thick in all locations with tapered edges. Provide 5/0" Type X at rated 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 abuts dissimilar materials. Provide smoati finish on all gypsum board surfaces. 09900 PAINT All work shall be in accordance with pertinent recommendations of the painting specificatior manual for the Pacific Northwest as published by the Painting and Decorating Contractors of America. Providp a sample of each paint type and color on an 211,/2" 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. 15010 MECHANICAL By separate permit. It is the General Contractor's responsibifty to ensure that all electrical connections or mechanical systems are provided by electrical subcontractor. -20- F\SPEMOENEF3ALnH\8'11 Tmgn I 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 ccde 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 cuts. Submittals shall be approved by A/E prior to start of work. t 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 extend one year from date of acceptance of installation by owner. Owner, or his representative will give notice of observed defects with reascnable promptness. Make one complete set of "as installed" drawings and return to the A/E. Keep "as installed" 1 drawings clean, undamaged and up to date as work progresses. 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, I mechanical subcontractor is responsible for costs of fuiure "prospecting" for lines not installed -,is shown. 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 discrepancy in plans and/or specifications. Do not proceed with any questionable items or work until clarification of I same has been made. Supplementary details and plans may be supplied as required and I they will become a part of the contract documents. I 15400 PLUMBING IAll plumbing ,hall be done under permit obtained separately from this permit. All storm and sanitary sewer connections and work shall conform to all applicable codes with appropriate inspections. IAll potable water shall be adequately protected from sources of contamination. Utility Connections: Piur,Bing subcontractor is responsible for all plumbing utility connections complete, contact local serving utilities to determine conditions involved and make or arrange to have connections made at the proper time. I -21- F 4SPE=GENERAL ntf\B't 7Mmgn I Water Service: Verify existing water line size and location. Check water pressure before starting work. Provide pressure-reducing valve at building service. Waste: Connect to or arrange for connection to available sewer. Verify depth, size and Ilocation before starting work. Rain drain: Discharge to available drainage as indicated on drawings. Verify depth, size and Ilocation before starting work. 15500 FIRE PROTECTION Provide 100% fire sprinklering in accordance with NFPA pamphlet #13 (latest edition). By separate permit from Fire Marshal having jurisdiction. Spr'.nkler heads not to occur at grid lines. Align head symmetrical about grid lines to accommodate future tenant separation walls at grid lines. 100% sprinkiering to be maintained; ordinary Hazard Group III. I Contractor qualifications: Contractor for the fire protection installati-)n shall be regularly engaged in the installation of automatic fire sprinkler systems, and employ workmen Iexperience and skilled in this trade. Governing Agency: All work in accordance with, and to be accepted by, the Insurance Services Office of Oregon and Fire Marshal State of Oregon, hereafter referred to as the governing agency, and designed to comply with the latest issue of NFPA Pamphlet 13. I 16010 ELECTRICAL_ Electrical contractor s,nall submit drawings showing electrical wiring diagram, service panel, lighting layout, and catalog cuts of all fixtures for A/E's approval prior to start of work. It is the General Contractor's responsibility to ensure that all connections 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 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 auti,orities. 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 permits, licenses and taxes applicable to this work as required by law. Guarantee replacement, at no cost to owner, of al! fault; materials and -22- F\SPECS\GENEPiAI_nt9\B1 t 70\mgn workmanc"nip and pay for any damage to other work resulting therefrom. Period of guarantr;e 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. marcury lamp replacement from burn out to be 90 days after final acceptance. Ballasts shall be guaranteed against noise and defects with replacement up to twelve (12) months after final acceptance. 16740 TELEPHO14E Coordinate installation of telephor 3 service with local utility. Provide all required conduit and service board for complete installation. Wiring by utility. -23- F\SPEC9\QENERALMs\91170\mgn V-0" SLOPE TOP OF CURB TOP OF SIDEWALK N `t EVEN WITH PAVING EDGE A — SEE ARCHITECTUAL SITE �!.• 8• PLAN FOR DIMENSION 6' � /— EXTRUDED CONCRETE CURB -INISH ;RADE 1 SET IN EPDXY CEMENT _ ASPHA!T PAV114G _III=III=1 _ �hIII =t!I --CRUSHED ROCK BASE NOTE: CONCRETE TO BE 3000 P.S.I. CONCRETE TO BE SPECIAL NO SLUMP DESIGN FOR USE IN EXTRUDING MACHINE. 1 EXTRUDED CURB AM' TAPER NTS RE�nsioNs: BUN.DIfVCi 23.3 AM 234 PACTRUST (�� MACKENZIE / SAITO do ASSOCIATES I ARCHITECTURE . PLANNING INTERIOR DESIGN DRAWN BY: u. KU.-3t (,490 S.W. BANCROFT STREET DATE. 5/17/91 ?(ATLAND, OREGON 97201 JOB NUMBER:29117C (503)224-9570 SHEET OF _--� © A 004ZIE/SATtO k ASSGUTFS,P.C. t6�(1 AU R_'I*S RESERVED I 1 N - CONCRETE BACKFILL TO t TANGENT POINT OF CURB i OR AS SHOWN ON PLANS. a BROOM FINISH SURFACE DEXTRUDED CURB PLAN — 2" OF 3/4" — 0" CRUSHED ROCK UNDER CONCRETE — 4" CONCRETE BACKFILL R = 1/4" -- TYPICAL EXTRUDED CURB (SEE DETAIL) I -'c•;• • . A.C. PARKING (SEE TYPICAL PAVING SECTION) I—III—III—I B a a �� w �&6WO a�a48 V4991. � II I I= 11=1TEl I _I—III ' ua� aa°a� a1sa°a �_ �I I I—III III—I I!moi i I= I ,i' I I I III—III—III=1 I I-1 I ISI I I—.III- I I ' I7 I III;III- ELEVATION RUDEDCURB CONCRETE BACKFILL XT . NTS RE'nsloNs: 131I1D1G 233 AND 234 PACTRUST MACKENZIE / SAITO & ASSOCIATES i I ARCHITECTURE PLANNING . INTERIOR DESIGN DRAWN BY: G. KUCR DAT0690 S.W. 8ANCROFT STREET JOB UMBER;1 I JOB NUMBER:291170 PORTLAND, OREGON 97201 SHEET OF (503)224-9570 �----� @ MACKENZIE/SNTO & ASSOCIATES.P.C. 1990 ALL RIGH15 RESERVED V — i _ - SEE PLAN TOOLED EDGE I 6" CONCRETE 1" RADIUS-� � S OSS OPE / TOOLED EDGE OMPACTED FILL PAVING SECTION NOTE: _ * CONCRETE TO HAVE STRF_NGTH t� OF 3000 PSI IN 28 DAYS, 2" TO 4" SLUMP * PROVIDE EXPANSION JOINTS ® 20'-0" O.C. ALIGN CURB AND WALK JOINTS * PROVIDE CONTROL JOINTS IN WALK 1 4'-0* 0.C. 3 MONOLITHIC CURB AND SIDEWALK RIP-DM 233 ANIS 234 REVISIONS: PA CTFUST MICKENZIE / SAITO & ASSOCIATES I+ AR';HITECTURE . PLANNING . INTERIOR DESIGN 0@ 40 S.W. BANCROFT STREET DRAWN BY: G. KUER PIIRTLAND, OREGON 97201 DATE: 3/17/91 (513)224-9570 JOB NUMBER:291170 c SHEET OF © MACKME/SARO R ASSOCIATES,P.C. '990 ALL RIGHTS RESERVED f i i I l AS NOTED ON PLANS-- . TOOLED EDGE EACH Si:)E -(BROOM FINISH)- 2% INISH)2% SLOPE f -III-I I I�III--I I I1=1 11=11 I- -_ -1 -11 I;LI_1111 i 1 I-i I ITI I I-=1 11-_=1 I I-L 1=1 I I i I I I, ,I 117' 4° CONC. WITH CONTROL JOINTS AT 4' O/C AND EXPANSION ,JOINTS AT I20O/C 1 I 4 SIDEWALK DETAIL NTS 1 BUILDM 233 AND 234 REVIS10N5: PACTFUST MACKENZIE / SAITO & ASSOCIATES ARCHITECTURE . PLANNING . !NTERIOR DESIGN DRAWN BY: G. KLIER 0690 S.W. RANCROF"T SMLL DATE: 5/17/91 PORTLAND, OREGON 97201 JOB NUMBER:291170 (503)224-9570 SHEET OF © MACKENZIE/599 h ASSMATES,P.C. 1990 ALL .1 9 RESONED _ 4'-0" (5) RACKS 1 1/4" GALV. SYD. PIPE 9 5 8" rn N 6"0 CONC. FILL FINISH SAME AS ADJ. SLAB ° je-*40�5 1 ° I ° 7 RIBBON BIKE FLACK _ NTS MM LDM 233 AND 234 REVISMS: PACTRUST MA::KENZIE / SAITO & ASSO(,IATES ARCHITECTURE . PLANNING . INTERICR DESIGN DRAWN BY: G. KIJER 0690 S.W. BANCROFT STREET DATE: 5/17/91 PORTLAND, OREGON 97201 JOB NUMBER:291170 (b03)224-9570 SHEET OF r---�� ® NACNENTIE/SA1T-- 3 ASSOCUTES,P.C. 1990 NL RIGHTS RESERVED i CD 7 CD 7 4" WHITE STRIPES AT 1' 0/C (TYPICAL) HANDICAP PARKING STALL AND �92SIRIPING DETAIL ry rs BULDING 233 AND 234 RMSMS: PACTRUS T MACKENZIE / SAITO & ASSOCIATES ARCHITECTURE . PLANNING . INTERIOR DESIGN DRAWN BY: G. KUER 0690 S.W. BANCROFT STREET DATE: 5/17/91 PORTLAND, OREGON 97201 (507)224-9570 JOB NUMBER:291170 SHEET OF Q MACKENZIE/SAITO & ASSOCIATES,P C. 1990 ALL RIONTS RESERVFD 6 .7.. ------------------ 3" 7" 3 1112 3" WIDE PAINT STRIPE ----- 860 o NCV t ;4 6 7° ol I 10" l I I 7 HANDICAP PARKING SYMBOL DETAIL NTS EKJ LDNG 233 AND 234 wms"s: vaum PACTRUS'T MACKENZIE / SAITO & ASSOCIATES LT ARCHITECTURE . PLANNING I��ERIOR JESIGN DRAW BY: G. KUER 0690 S.W. BANCROFT STREET DATE: 5/17/91 "ORTLAND. OREGON 97201 (503)224-9570 JOH NUMBER:291170 SHEET OF CQ MACKENZIE/SA[M & ASSOCIATfS,P.C. 1990 ALL RIGHTS RESERVED al[ �2" 3/8" 3/8" PARDMVNDis"WED I 3/81 Ptftly090" ALUMINUM SIGN PLATE UBJECTR5 VANG H ro rORS8 a"DEu WHITE BACKGROUND �"°"FDK'F 10 � I" HIGH BLUE LETTERS AND BORDER 8,1615 �I BAKED ENAMEL ll 1 3 ' J GALVAN'ZED STEEL POST .- = h- H � z $ o r ' PA - PAVEMENT SURFACE z r-8-- HANDICAP PARKING SIGN DETAIL BUILDING 23,1 AND 234 REVISIONS: PAC;TRUST" MACKENZIE / SAITO & ASSOCIATES I ARCHITECTURE . PLANNING . INTERIOR DECIGN DRAWN BY: G. KLIER 0690 S.W. BANCROFT STREET DATE: 5/17/91 IPORTLAND, OREGON 97201 JOB NUMBER:291170 J (0)224-9570 SHEET OF © MACKENZIE/SAIM 3 ASSOaATE.S,F.C. 1990 ALL RIGHTS REWty 1---CAULK PIPE INTO HUB -HINGED TRAP 2'-4" x 2'-4" x 2" CAST IRON GRA TE (4) 1112" DIA. HOLES EACH FACE AT BASE COURSE LEVEL 8A0 'Oo°po°oo°Do°oo°Oo°Oo°o08ao°O0$�°G9' °aU$aD$$Oo°no°oDo'° j0$aU$a0$u0$o08�0 $aa0 ° D Oo°oo'D o0�OovOdeDa°po°Ou°Oo°Oo°o e e Z a0$oD$o08vDR�D8�o$a0$QOn�D$OO$dO$°D° Op Oc oovOp oa�o°oo•ooeoo°oa°oo°C Q � a0aORaOAOR�ORRORRDRc°ORbORnO°�[ W cn(f) 114"/ ? - , —1/4" E S FEEL ALL WELbED �-� - CONSTRUCTION. ASPHALT C = - --- o EMULSION COATED INSIDE AND OUT 2'-0" x 2'-0" /SLOPE AND IF. '✓Ar IFS SEE PLANS NO FE: 1) MIN. Z C, ON ALL PIPE IN OPIVE AREAS, 2) LYNCH TYPE CATCH BASIN OR EQUAL 9 CATCH BASDIN NTS w 6UiLDIM 233 AND 234 REMSIONS: PACTRUST MACKENZIE / SAITO & ASSOCIATES ARCHITECTURE . PLANNING . IIJTERIOR DESIGN DRAWN BY: G. KUER 0690 S.W. UNCROFT STREET DATE: 5/17/91 PORTLAND, OREGON 97201 (503)224-9570 SHE NUM8ER:2911�0 SHEET OF (C) MACKENZIE/SW.0 & ASSOCIATES,P.C. 1990 AU RiGNTS RESERVED s. rr� NATIVE BACKFILL COMPACTED TO 85% OF MAX. DENSITY (SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS) PROPOSED PAVEMENT AREA SEE TYPICAL PAVING SECTION 1 l,'2"—O" GRANULAR PAVED AREA BACKFILL COMPACTED TO 989 LANDSCAPE AREA ///;:OF MAX. DENSITY (SEE - -=--SPECIFICATIONS FOR a° ° ff11 -""1° o° (COMPACTION REQUIREMENTS) eDOe�O a 1D a Oe`+go DOe�Os�O �e�Oe UOo�� Oe Orovo0�'eA.A.Opo�QoOpoU �pQepo/po�p�oovj _ — 0. 1 1/2"--0" GRANULAR BACKFILL COMPACTED TO 95% OF MAX. DENSITY (SEE - _- �— SPECIFICATIONS FOR COMPACTION RFQUIREMENTS) 5 --3/4" — 0 GRANULAR ► _ BACKFILL. (SEE CL SPECIFICATIONS FOR LLI COMPACTION REQUIREMENTS J O000p00Ooo o °oO00 C C 0p0OOO(0000 0000 w NW � Oa000QaOoo\wp0o�o°-G40 l po000o00°0 0 �0 ° oo °oo p° o z 0p° tco 10 -0 N 00 oot° W a °o 0oa - -SEE UTILITY PLAN FOR PIPE n gs7°�oo °0o°Q SIZE .AND TYPE (MAIN PIPE) (` °000 0, oQO�op J rj UTILITY TRENCH DETAIL NTS BUILDING 233 AND 234 REVISIONS: PACTRUST MACKENZIE / SAITO do ASSOCIATES ARCHITECTURE . PIANNING . INTERIOR DESIGN DROWN BY: G. KUER 0690 S.W. BANCROFT STREET DATE: 5/1;'/91 PORTLAND, OREGON 97201 JOE NUMIjER:291170 (503)224-9570 SHEET OF ® kAACKEN71F/SARO & ASSOCIATES.P.C. 1990 ALL RIGHTS RESERVED 1 NOTE: 1. CAST IRON FRAME A.-,D �2�� COVER SHALL BE VALLEY w _ IRON & STEEL CO. NO'S. 202 FOR 6" & 203 FOR -_ °p 8" OR EQUAL. 1 1 1 I PLAN 4'p-�{ - AVING SECTION, CRUSHED ROCK BASE OR LANDSCAPING ONCRETE FRAME CASING LEANOUT FRAME AND COVER '-� - 6"x3/4" BOLT AND NUT 1/2" BAR ALI AROUND 3,000 P.S.I. CONCRETE - EXPANDABLE PLASTIC PLUG OR BASE / EQUAL MAINTAIN 112" TO 1" , 45' ELBOW CLEARANCE BETWEEN PIPE AND CONCRETE PAD APPROVED SEWER LINE CONCRETE SUPPORT BLOCK .--45° WYE �( p 4 PIPE =- BEDDING ELEVATION CLEANOUT DETAIL- NTS E"LI)M 233 „D w 234 REVISIONS: PACTRUST iil, �T MACKENZIE / SAITO & ASSOCIATES ARCHnECTURE . PLANNING . INTERIOR :)E51GN DRAWN BY: G. KUER S 0690 S.W. BANCR07 STREET JOB NUME 5/17// 2�iiiU PORTLAND, OREGON 97201 SHEET OF ,503)224-9570 (o IMCKENZIE/SArm R ASSOrlms,P C. 1990 All R1CHI5 RESEQVFII i TEE PLUGGED CROSS WYE PLUG OR CAP Lw lit w BEND PLUGGED CROSS TEE 1 NOTES: ' I. CONCRETE THRUST BLOCKING Tr) BE POURED AGAINST UNDISTURBED EARTH 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON ME PLANS: E.C. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 1 4. IF NOT SHOWN ON PLANS REQUIRED REARING AREAS AT FITTING SHAII RE AS 'NOICATED BELOW. 5. BEARING AREAS AND SFECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS IN SQUARE FEET FITTING TEE, WYF. PLUG 90 DEGREE TEE PLUGGED 45 0 2.2 1/2 0 11 1/4 0 SIZE OR CAP BLEND ON RUN UGGED A BEND BEND BEND CROSS 1 2 4 1.0 1.4 1.9 1.4 11.0 --- 6 2.1 3.0 4.3 3.0 1.6 1.0 8 3.8 5.3 7.6 5.4 2.3 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 1 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 34.0 48.0 68.0 419 0 26.2 13.6 6.8 r12-- THRUOT BLOCKING DETAIL �Qv NTS E►ULDIINQ 23,9 AND 234 RL:VMMS: PACTAU3T MACKENZIE / SAITO do ASSOCIATES I ARCHITEC'RJRF . PLANNING INTERIOR DESIGN DRAWN BY: G. KLIER 0690 S.W. BPNCROFT STRE7 DATE: 5/17/91 PORTLAND. OREGON 97201 JOB NUMBER:291170 (503)224-5570 SHEET OF rg) MACKFNZIE/SArro h ASSOCUTES,P.C. 1990 ALL RIGHTS RESERVED 1 I A _ DIMENSIONS 7 B=7/2 PANEL + 1/2" ' DO 1/4 (2) #5 AT 4"' 0.C. i QASED 'A' A — l m / 1/4 (2) #5 AT4" O.C. 1 — L 2" x 2" x 3/8" x 6" I 4" EMBED "B' I � En EQ F_Q EQ 1 Cr � x 6" x 4" I Q _ �` �— —— 112- 0 PUNCHED HOLE BEND LINES CONNECTION_ C' NOTES AND INSTRUCTIONS: _ _ WELDING STEEL REINFORCING; MISC. STEEL FABRICATOR f0 VERIFY PERCENTAGES OF CARBON AND MANGANESE PRIOR TO FABRICATION SUBSEQUEN TO VERIFICHT;,^;N. WELD REINFORCING It, i ACCORDANCE W/ ASTM ,51.4 W/ SPECIAL ATTENTION TO ELECTRODE T-IREHEHT AND ;NTERPASS TEMP. rj_ WELD EMBEDS/CONNECTIONS BUILDINGS 233 AND 234 REVISONS: Pacific Corporate Center MACKENZIE / SAITO & ASSOC14TES MCHITECTURF . PLANNING INTER-,," DESIGN DRAWN BY: 8K 0690 SAI:'. BANCROFT STREET DATE: PORTLAND, OREGON 97201 JOB NUMBER:291170 (503)224-9570 SHEET OF 1 r-- - NACKCNZIE/'_'ALTO k ASSOCIATE`.-C. 1990 ALL RIGHTS RESEI I I - 21 " i NS /2 PANEL + ]1/2" I A 1/4 T (2) #5 x 9" x9• EMBED;E' NOTES AND INSTFUCTIONS: - ---- WELDING STEL REINFORCINr,; MISC. STEEL FABRICATOR TO VER:FY PERCENTAGES OF CARBON NG IN AND MANGANESE PRIOR TO FABRICATION AL ATTENTION ON TOE ECTRODEEN TO OPREHEAT ANLD D FIN EIRPASS TEMP. ACCORDANC': 'N/ ASTM DLp EMBEDS _ C BUILDINGS 233 AND 234 REVISIONS: Pacific Corporate Center MACKENZIE / SAITO & ASSOCIATES DRAWN BY. SK ARCHIT'"CTURE . PLANNING . INTERIOR DESIGN DATE: 0690 S.W. 13ANCROFT STREET JOB NUMBER:291170 PORTLAND, OREGON 97201 SHEET OF (503)-,24-9570 -� © mACNENZIEi-AJT� & ASSOCWTES,P.C. 1990 ALL RIGHTS RESET MUM 0_ - = I CC-NCRETE SHEAR WALL PANEL, SEE PIAN AND / PANEL ELEVATIONS FOR SIZE IV r' #4 AT 1'-6" O.C. TOP AND BOTTOM (5) #4 x 18'-0" CJ U U \----(6) #5 x Ifs'-0" ,,----FOOTING SIZE — 18'-6" x 5'-6" x 1'-4" rg SHEAR WALL FOOTING _ C GPIDS 7;'1_ & 8/C NTS BUILDINGS 233 AND 234 REVISIONS: Pacific Corportae Center MACK.ENZIE / SAITO & ASSOCIATES ARCHITECTURE . PLANNING . INTERIOR OF-SIGN DRAWN BY: 9K 0690 S.W. RANCROFr STREET DATE: PORTLAND, OREGON 97201 JOB NIIMBER:291170 (503)224-9570 SHEET OF MACKENZIE/SATO & ASSOCIATES,P.C. X990 ALL RIGHTS RESET 1 , I CONN. "C" \ I CONN. "E" CONN. °B" PANEL ABOVE ROOF— ---PANEL LEG NOTE: PROVIDE CONNECTION EQUALLY SPACED, Al 4'-0 ' O.C. MAXIMUM 1'-0" ABOVE FINISH FLOOR AND 1'-0" BELOW LEDGER OR TOP PLATE r4` PANEQPANEL CONN. C AT EXTERIOR CORNER s i BUILDINGS = AND 23A RIDASMS. Pacific Corporete Center MACKENZIE / SAITO & ASSOCIATES ARCHITECTURE . PLANNIN: . INTERIOF UE"-:u; .et � i — CONCRETE SL48 ---STOP REINFORCING 2." EACI SIDE OF' JOINT, EXCEPT AT FILLER .STRIP. EXTEND 18" BEYOND JOINT N % % 7" 6 CONSTRUCTION JOINT I BUILDINGS 233 AND 234 REVISIONS: Pacrfic Corporate Center MACKENZIE / SAITO & ASSOCIATES I ARCHI"ECTURE . PLANNING . INTERIOR DESIGN DRAWN BY: BK 0690 S.W. Et',NCROFT STREET DATE: PORTLAND. OREGON 97201 JOB NUMBER:291170 (503)224-9570 SHEET OF MACKENZIE/SAfTO h A'-;0rLkTES,P.C. 1990 AL! RIGHTS RPI-EI i I i N i i I I ME MMUL i 1 1/2" ----CONCRETE HEADER CLP,. �I T YP. I ' I I I #3 TIES, SEE PANEL ELEVATION FOR SPACING Q ALTERNATE 90' 40OKS I II � I � _---(6) 7 W/STD. HOOK BOTH I I ENDS INTO PILAS7LR, �._ - - -- EXTEND T i FAR SIDE -� T YP. _ 1'-3„ �a CONCRETE HEADER REINFORCING 1 BUILO NGS 233 AND 234 REVISIONS: Pktcfic Corporate Center MACKENZIE / SAI1.0 & ASSOCIATES I� ARC'-IITEMP.E PLANMING . INTERIOR DESIGN DRAWN BY: BK r I I 0690 S.W. BANCRUT STREET DATE: L PORTLAND 13REGoN _7201 JOB NUMBER:291170 JI — (503)224-9570— SHEET OF 4ACKENZIE/SU?0 & AS OMATES,P C. 1990 ALL RIGHTS RESET r r ,--CONCRETE PANEL LEG ,� -(6) #7 I , I I N ; I #3 TIES AT 7 1/2" O.C. I I I TYPICAL I '---AL.-'FF;NATE 90' HOOK I 'r10 PANEL LEG REINFORCING C AT 50'-0" PANEL -- - BUILDINGS 233 AND 234 REVISIONS: PRcfic Corporate Center MACKENZIE / SAITO & ASSOCIATES ARCHITECTURE . PLANNING INTERIOR DESIGN DRAWN BY: 8K 0690 S.W. BANCROFf STREET DATE: POR1LAN0. OREGON 97201 (503)224-9570 JOB NUMBER:291170 C ---- -- - -'__� SH= OF OC MACKENZIE/SAITD & ASSOCIATES.p.C. f'!W) kLL RIGHTS RESEI i i i ICONCRETE SHEAR WALL 2'-6" PANEL LEG 1 1 2" CLR. TYP. #3 TIES F7 7 1/2" O.C. I I�------- -- �� ------- -i4� �II 4 I I � I I (6) #7 I I •I -ALTERNATE 90' HOOK I PANED LEG- REINFORCING 1 i/2 A r SHEAF, WALL PANEL REVISIONS: ' BUILDINGS 233 AND 234 Pacific Corporate Center IF] MACKENZIE / SAITO & ASSOCIATES DRAWN BY: BK I ARCHITECTURE PLANNING . INTERIOR DESIGN DATE: 0690 S.W. BANCROFT STREET JOB NUMBER:291170 P012TLAND. OREGON 97201 SHEET OF (503)224-9570 / 1UCKENZIE%5A1T0 & ASSOCIAR'-,.P.C. 1990 ALL RIGHTS RESET _-__� �r ,moo la w 1 1/2 CONCRETE SHEAR WALL / PANt=L LEG CLP.I TYP. (OR BOTTOM OF PANEL) ,, --#3 TIES AT 7 1/2" O.C. I � U > I I f I I I I I I I I L110 ----------*�t (4) #71 PANEL LEG/FTM. REINFORCING C AT SHEAR WALL PANEL r r BUIUDiNGS 233 AND 23.4 REVISIONS: FFac"Ac Corporate Center MACKENZIE / SAITO & ASSOCIATES ARCHITECTURE . PLANNING . INTERIOR DESIGN DRAWN BY: BK 0690 S.W. BANCROFT' 5 REET DAZE: PORTLAND, OREGON 97101 (503)224-9570 J013 NUMBERF291170 ' (� MACKEN7.IE/SAITO & ASSOCIATES.P.C. 1990 ALL 11,HTS RESEI FOOTING 2'-0" x 2'-0" BLOCKOU T ti BASE � 314" x -,0" WITH (4) 3,/4" DIAMETER \ A.B. FOOTING . 14 6" DIAMETER 51EEL PIPE OR T.S. 6 x 6 x 3/16 (ORIENT AS SHOWN) i' I I I I I I I � -BASE E 314" x 10" x 10" I I I I I I ,-----NON-SHRINK H1G,� IjSTRENGTH GROUT a �M1 I I I I I J J I -FOOTING - SEE PLAN FOR SIZE AND REINF. TYPICAL BAB c ... E PLATE 3/4'=?'-�' BUILDINGS 233 ANE 234 REVISIONS: Pacific Corporate Center MACKENZIE / SAITO & ASSOCiATES ARCHITECTURE . PLANNING . INTERIOR DESIGN 069J S.W. RANCROFT STREET F`RAWN BY: BK PORTLAND. OREGON 97201 DATE: (503)224-9570 JOB NI_IMBER:291170 j �-- SHEET OF 11 MACKENZIE/S4R0 & ASSOC JATES,P. . 991) ALL "IGHTS HESEI i i 6 1 2" 3" 1 1,2" 1 I I + .� SIDE P ) /4" x 5 1/2" x 1' w/(?.) 314"o M.B. 1" ---BASE P 1/2" x 8" x 6" 1/4 SEF_ PLAN FOR S _ — BASE !/2" x 8" x , I T---T- -- 1/4" x li" x 5 1/2" .SIDE f j 15 (1) EACH SIDE + II i ---CONNECTION "E' a 1/4 / I PILASTER RF_LOW __.-_— -CONC!?ETE PANEL TQP VIEW �14T C Y�PIC L BEAM/PILAS TER CONN. I I BUILDINGS 233 AND 234 REVISIONS: PacTrust Corporate Center ' I�� MACKENZIE / SAITO & ASSOCIATES ARCKTECTURE PLANNING . IN-,'FR OR DESIGN L-J I I I 0690 S.W. BANCROFT STREET DRAWN 3Y: BK AN PORTLD, OREGON X701 DATE: ' (503)424-g570 - J013NUMBER:291170 SHEET OF ® MACKENZIE/SAITO h kSSOCIATES,P.C. 1990 ALL RIGHTS RESET s —SIMPSON ACROSS GL. 9M. AT LECSER AT GP,!DS 8, D, F & G -- B.U. ROOF ON PLYWOOD LEDGER — SEE ROOF FRAMI. PLAN FOR SIZE AT GL. GL. 8m, .3M. 114 \ + +� • -- (2) SIDE C'S 1/4 x r I 5 1/2" x 11" I` w/(L) 3/4"0 M.B. BASE I/2" x d" x 6" \��— CONN. "E" CONCRETE PLASTER CjlE5 GL. BSI. / PILASTER - SECTION - BUIt_DINGS 233 AND 234 REVISIONS: Pacific Corporate Center ftt( MACKENZIE / SAITO & ASSOCIATES I� ARCHITECTURE . PLANNING . INTERIOR. OFSIGN DRAWN BY: BK II 0690 S.W. BANCROFT STREET DATE: II PORTIAND. OREGON 97201 JOB IJUMBER:2911 ^. (503)224-9570 SHEET OF MACKENZIE/S�RO h ASEaCUTES.P.C. 1990 ALL RIGHTS RESEI -------FOOTING — SEE FOUNUATIOI PLAN FOR SIZE GRID � FOOTING I � I TYP. I 4 CONN. "E�" IN FOOTING TYP. 6" 6" CONN. "B" IN PANEL TYP. I �ONCRETE PANEL LEG tl I cn CJ I I � - � ca 0.S. FACE ~ ~ Iu_ a a ,6 TYPICAL PANEL/FOOTING CONN. c BUILDINGS 233 AND 234 REVISIONS: Pacific Corporate Center 1 MACKENZIE / SAITO & ASSOCIATES 1f I ARCHITECTURE . PII+NNING . INTERIOR DESIGN DRAWN 8Y: 8K 0690 S.W. BANCROFT STREET DATE: PORTLAND, OREGON 97201 --�— JOB NUMBER-.?91170 SHEET OF (503)224--9570 J� ® WCKEMZIE/S41'0 h ASSACV.TES.P.,_ 1990 ALL 'RIGHTS RESET I WAR w t t" A -FnOTING - SEE FOUNDATIOt 1 PLAN FOR SIZE I Ii CONCRETE PANEL LEC 8 I - 1_ 7 ,� TYP.I CONN. "E" TYP. FT / I CONN. "B" TYP. I I ( I 17 PANEL/FOOTING CONN. AT CORNER C A? GRID A/g - Z/4 BUILDINGS '233 AND 234 REVISIONS: Pacific Corporate Center MACKENZIE / SAITO & ASSOC!A T E ARCHITECTURE . PLANNING INTERIOR DESIGN DRAWN BY: BK 0690 S.W. BANCROFT STREET DATE: PORTLAND, OREGON 97201 (503)24-9570 JOB NUMBER:291170 C 54EEf OF — ® NACKrNZIE/S4,'T0 h kSSXLATEs,P.C, 1990 AU- RIGHTS RESET I OOTING - SEE FOUNDATIOr 4'-0" //--FLAN FOR SIZE i 0.S. FACE �-CONCRETE PANEL LEG � 4 P. CONN. "E" TYP. 1 6 i I6 -4--CONN.Li "8" TYP. I tr cp 6" i r18-- CORNER PANEL/FOOTING CONN. C ATGRIDS i/A, 1/H & 6/H f 1 BUILDINGS 233 AND 234 REVISIONS: Pacific Corporate Centar MACKENZIE / SAITO & ASSOCIATES # ARCHITECTlUR.E . PLANNING INTERIOR. DESIGN DRAWN BY: BK I 0690 S.W. GANCROFT STREET DATE: PORTLAND, OREGON 97201 JOB NUMBER:7.91170 (503)224--9570 SNFE7 OF -- -�--- -- (( MACk ENZIE/SNTO k :qn ai 'I,i+TS ;?FSFI f TYP. {� 3/8" I ��1 ,,- TYPE "B" CONN. TOP AND BOTTOM AND AT 1/4 POINT I 1 I rLL PANEL/PANEL ANECONN. ,9 SHEAR WALL AT INTERIOR CORNER BUIDINCS 233 AND 234 REVISIONS: Pacfic. Corporate Center MArKENZIE / SAITO & ASSOCIATES DRAWN BY: BK ! 1 ARCHITECTURE PLANNING . INTERIOR DESIGN DATE: 0690 S.W. F�ANC'.tOIT 57RLEI JOB NUMBER:291170 PORTLAND, OPLGON 97201 SHEET OF (50312'4-4570 -� NACKETIZIE/SWTO & A,CSOCIATES.P,C. 1990 111 RIGHTS RESEI I i3/8" x 2" x 6"- - �- •S[gEAR WALL PANEL LEG TYP. 1/4 6" CONN. "E" t CONN. "8" I ---SHEAR WALL PANEL LEG 1 r2o_- SHEAF WALL PANEL/PANEL CONN. (� AT EXTERIOR CORNER .3/4"=1'-0 r I , BUILDINGS 233 AND 234 REVISIONS: ' Pacific Corporate Center � MACKENZIE / ';AITO & ASSOCIATES I' ARCHITECTURE . PLANNING . INTERIOR DEIGN DRAWN BY: BK 0690 S.W. BANCROFT STREET DATE: POR1lAN0, ORECON 97201 JOB NUMPER:291170 U (503)224-9570 �i - - _ SHEET OF = - Q MACKENZIE/SAJTO & ASSC)CIATES.P.C. 1990 ALL RIGHTS RESET ..� CON ' n n T YP. SEE D T . 17/C FOR LO ATION d - - I w I II II II I I � CONN. "8" TYP. I SEE DT(_. 17/C FOR LOCATION o w SHEAR WALL I I I II I J �21SHEAR WALL/F00TING CONN. f BUIUDINGS 233 AND 234 REVISIONS: Pacific Corporate Center MACKENZIE / SAITO & ASSOCIATES ARCHITECTURE . P ANNING INTERIOR DESIGN DRAWN BY: BK 0690 S.W. BANCROr* STREET DATE: PORTLAND, OREGON 97201 JOB NUMBER:291170 (503)224-9570 SHF=T OF I - - -_--� MACKENZIE/SWO & ASSMATES,P.C. 1990 ALL RIGHTS RESEI 1 I 1 I -SIMPSON LTT19 AT 6'-0" O.C. WITH 314"0 A.B. WITH SPECIAL INSPECTION 1 z x 6 SOBPURLIN 4 x 6 LEDGER WITH 3/4" DIAMETER R.E'. 1 AT 4'-0" C.C. STRAP AT SUE3PURLIN/WALL CONN, BUIi_DinK) 233 AND 234 REVISIONS Pacific Corporate Center IMACKENZIE / Sf]TC & ASSOCIATES ARCHITECTURE . PLANNING . INTERIOR DESIGN DK4WN B": BK 0690 S.W. BANCROFT STREET DATE: I I L pOkiLAND,3)224— OREGON 97201 — -- — JOB NUM3ER:291170( 03)224-9570 SHEC'f OF "� WKENZIE/SAITO do A,—,OCIAIES.PC. I�90 ALL RIGHTS RESERVED 4 4'-0" --3/4" CIAMETER A.?. WITH WASHER TYP. + PURLIN - SEF. PL V1 FOR + SIZE AND LO(,A Ti ON + + '� --LEDGER - SEE PLAN FOR SIZE AND LOCATION E 2 LEDGER ELEVATION - 2A i RF -PLATE 1/2" x 4" x 6" WITH 3/4" DIAMETER P.B. THRLI N SIMPSON ST6215 (BY SPECIAL INSPECTION) E , SEE FLAN FOR SIZE AND LOCATION C0N CRF_TE---! 1 1 I —B.U. ROnr ON PLYWOOC — SLACE UNLESS NOTED '7N DRA''AlINGS i 1 SIMPSON ST6236 EA. S1PE I � — GL. '3M. - SEE ROOF ---- FRAMING PLAN FOR SIZE I DA? TOP OF BEAM AS NECESSARY TO ACCOMODA HINGE CONNECTOR I M HINGE CONN. RF 314 1 BUILDING 233 AND 234 REVISIONS: Pacific Corporate Center 1 MACKENZIE / SAI (0 & ASSOCIATES ARCHfTECTI RE . PL.ANNIt k; . INTERIOR DESIGN DRAWN BY: BK 0690 �.`i, BANCROFT STRFc"T DATE: POR 1lJ JQ OREGON ^_7101 -�- JOB NUMBER:2.91170 1,503122+-9570 SHEET OF MACKENZIE/WO h ASSOCIATES,PC '11n All of-.0— w r 1 1 B.U. ROOFING OVER PLYWU, i, SIMPSON SA36 ACROSS rl j GL. SM. WHERE NOTED ON NAILING AND STRAPPIN i P i Z.- -�, 'URLIV - SEE FRAMING PL FOR SIZE AND HANGER --SIMPSON VB BRACE AT PURLIN LINE AT EACH SIDE OF COLUMN. SIZE AS REOUIRED FOR GL, BM. 1 �\ -GL. BM. t ' r 4 PURLIN / PURL.IN CONN. BUILDING 133 AND 234 RF\1;IONS Pacific corporate Center ' MACKENZIE / SAITO & ASSOCIATES ARC'IfTECTURE . PLANNING . INTERIOR. DESIGN �RA.WN B`': 8K OFJO S.W. BANCROFT STREET ^r�• PORTLAND, OREGON 97201 :OB NIJMBER:291170 I (503)224-9570 —N _ ----- SHEET OF - - w;nENZIG/SAITO Ac ASSOCIAIES.P C. .J ALL FIGHTS' F I B.U. ROOF ON PLYWOOD SHEATHING --GL. BM. SLOPE SEAT AS REQUIRED OR SHIM TO ASSURE Il-ILL, FIRM KARIN( AT BEAM SEAT 1 1/2' t 1/4" x 1'-6" x 8 1/2" WITH (4) 3/4" DIAMETER M n -- BASE e 7/8" x I'-6" 3/16 V / I I x 6 7/8" DIAMETER STEEL PIPE 1//4T/ COLUMN OR TS. 6 x 6 x 3/16 r5-` TYPICAL COLUMN CAP BUILDINGS 233 AND 234 17E.ISIONS: Pacific Corporate Center MACKENZIE / SAITO & ASSOCIATES i ARCHITECTURE . PAANNING . INTERIOR DESIGN DRAWN BY: BK 0690 S.W. BANCROFT STREET ')ATE: PORTLA140. OREGON 97201 JOB NUMBER:291170 (503)224-9570 SHEET OF YACKENZIE/SATO & ASSOCIATES.P^. 190 ALL RIGHTS RESEI '*I� � wer wlr •� '+le � i (2) SIDE R'S 1/4" x 7" _ T// x (8M. DEPTH —I" W/(2) 3/4" DIAMETER M.B. — TOP HOLE 1 1/2„ / N WITH 1 1/2" VERT. ,LOT 1/2 ' x 8" x 8" (31. -------E 3/4" x 12" x 12" WITH (4) 3/4" DIAMETER x 4" —� NELSON 'VrELD STUDS —� _,------CONCRETE PA VEL 1 i/4 V % --------_--BEARING ?? 3, 4" x 5" x C ? 'E t/4 � -- f 6 BFAI1/ AVALL. CONN. RF 1 BUILDINGS 233 AND 234 REVISIONS: ' Pacific Corporate Center (� MACK.ENZIE / SAITO & ASSOCIATES ARCHITECTURE . P'IANN114G . INTRIOI� DESIGN DRAWN BY: 9K ' I 0690 S.W. BANCROFT STREET DATE: POR 10. OREGON 97201 IOB NUMB: 2:291170 �J (5wj224-9570 SHEET OF � -- _--- -0 Q MACKENZIE/SAJTO do ASSOCIATES,P.C. 1990 ALL RIGHTS RESEI w -(21 SIMPSON ST6236 I (�) EACH SIDE 455' MAX. I SIMP SON ST6215---------_ (2) EACH SIDE -GL. 8M. - SEE FRAMING PLAN FOR SIZE COLUMN CAP - �_- --- SEE DETAIL 5/RF L BN1./CL. E3M. CONN------- - RF _ RENSIONS: BUIdDiNC 233 AND 23A Pacfic Corporate Center mjXKENZIE / SAITO & ASSOCIATES DRAWN BY: SK ARCHITECTURE . '�NNING INTERIOR DESIGN DATE: 0690 S.W. BANCROFr STREET JOB NUMBER:291170 I pORnMj). OREGON 97201 _ SHEE7 Or (50.5 224-9570 - (� W.CKEN21Ei5kT0 '�C��S,P.C. 1990 ALL RIGHTS RESEI r a� i 5 112 1 I/2', 3" _/ - 3"r1 1/2'. GI.. 8M. 6 3/4 x 15 1/2 ----�' 1114" x 6" WITH (8) 3/4" DIAMETER M (4) EACH SIDE EM. 6 3/4 x 40 1/2 i 1,12" �--- TYPICAL COL. CAP — SEC DETAIL 5/RF 1 I I a GL. ESM./GL. BM. CONN. RF R(I) vF .� 3/4.,-1'-0„ I i BUILDING 233 AND 234 REVISIONS: Farific (;orporate Center MAC:'ENZIE / SAITO & ASSOCIATES I ARCHITECTURE . PLANNING . INTERIOR DESIGN DRAWN BY: BK 0690 S.W. aANCROFT STREET DATE: PORTIAND, OREGON 97201 (503)224-9570 JOB NUb18cR:291174 SHEET OF- -'-- ---"' IC� 4ACKE4ZIE/S4TJ & ASSGCIATES,P.C. 1990 ALL RIGHTS RESFI I L'2) SIMPSON S r 6236 �'—�— AT EACH I-EDGER SPLICE AT G?IDS A & H \* P.T. 4 x 12 LEDGER \ SEE DETAIL 2A/RF FOR \\ BOLTING ---PANEL JOINT I f 9 LEDGED DETAIL A� A T GRIDS A &.. H 3114 BUILDINGS 233 AND 234 REVISIONS: Pacific Lori orate center MACKENZIE / SAITO & ASSOCIATES ARCHITECTURE . PLANNING . INTERIOR DESIGN DRAWN BY: BK 0690 S.W. 13ANCRI37 STREET DATE: PORTLAND, OREGON 97201 JOB NUMBER:291170 (503)224-9570 _ SHEET OF MACKDOE/SNTO & kSSOCIATES,P C. 1990 ALL RIGHTS RESEI 'aJUNKqw�llOR W w!I CONCRETE SHEAR WALL 7(RF ---(2) #5 x 2'-0" --------CONN. "E" EACH SIDE I GL. BM.— ABOVE OF GL. BEAM (CONN. "E" PLAN VIEW _ GL. BM. J SHEAF; WALL_ CONN. Ri GRIDS 7,/C & 6/F BUILDINGS 233 AND 234 REVISIONS: Pacfic Corporate Center MACKENZIE / SAITO & ASSOCIATES ARCHITECTURE . PLANNING . INTERIOR DESIGN DRAWN BY: BK 069 S.W. b,%CROFT STREET DATE: J PORTLAND, OREGON 97201 JOB NUMBER:291170 (503)224-9570 SKEET OF AIACKiJv21E/S4T0 & ASSOCIATES,P.C. 1990 ALL RIGHTS RESET I --- --CONCRETE PANEL 7 7 T GL. 8M. - SEE ROOF FRAMI PLAN FOR SIZE 1/2" CLR. A T GL. 8M. 3„ �„ 5 1 2" 3" 3" 1/4 \\� + 4 + + + 1/7„ x 8" x 6" 1/4„ x 5 1/2" x / WITH (5) 3/4"0 M.B. 1/4 -CONN. E" WITH 3/4" p - __.�---- -+--,-----CONCRETE PILASTEt AT SHEAR WALL GL. BNS./PILASTER CONN. -, 1 112"=l' F AT SHEAR O!ALLS GRIDS 7/C & 6-E ---'��' REVISIONS: BUILDINGS 233 AND 2.34 Pacific corporate Center 1 MACKEN IE / SA"7 0 & ASSOCIATES DRAWN BY: SK ARCHITECTURE . PLANNING INTERIOR DESIGN DATE. 0690 S.W. RANCROFT STREET J08 NUMBER:291170 PORTLAND, OREGON 97201 SHEET OF (503)224-9570 IUCKENZIE/SA(TO & ASSOCIATES.P.C. '990 ALL RIGHTS kESEI o BRICK C rvri__- CONCRETE PANEL ��--L 6 x 4 x 1/4 x CONT. _ WITH "HILT[" HDI 3/4" AT 3'-6" O.C. STA/BRICK o �^ T//OPENING �---� � � I BRICK FASCIA DETAIL i MA BUILDING 233 AND 234 RE1nsIo"s: Pacif.-- Corporate Center MACK'ENZV7 / `*ALTO & ASSOCIATES ARCHITECTURE . PLANNING . 'NTERIOR DE;lrN DRAWN BY: BK 0690 S.W. BANCROFT STREET DATE: PORTLAND, OREGON 97201 J08 NUMBER:29117C I (503)224-9570 SHEET OF C-- __ ----� HACKENZIE/WTO h ASSOCUI ES.P': 00 AL1. RIGHTS RESE' a C/) -ALUM. WINDOW SYSTEM 18 GA. TOP TRACK FLASHING" "HARD(TEX" - --'j I I - -- ---FUTURE GYP. 8D. I SYSTEM 1 1/2" DIAMETER PIPE COLUMN AT 4'-0" O.C. r' I SET IN EPDXY I -6" 24 GA. METAL STUDS AT 2'-0" 0.C. FLASHING I 2 1/4" DIAMETER x 8" COR w ¢ \\ I DRILL ;+OLE 24" #4 12"( AT 16" 0.C. TOP & 80T. CONT. _2 BULKHEAD WALL DETAIL MA ;/4'71 1 ' BUILDINGS 233 AND 234 REASIONS: Pacific Corporate Center MACKEN ZIE / SAITO & ASSOCIATES ARCHITECTURE . PLANNING, NTFPIGR DESIGN DRAWN BY: BK O890 S.W. ;VACRC'T STREET DATE: PORTLAND. OREGON 97201 JOB NUMBER:291170 (503)221--9570 _ SH'>=' OF b1CKENZIEj,<TO & ASSOCIHTES.P 990 ALL RIGHTS RESEI i i i 4'-0" SQ• BIRD SCREEN MATCH ROOF ELEV. i GL. BM. 1 (2) 2x6--� 2 x 4 - OVERFLOW TIES TO I VERTICAL STACK WITH ALARM. ALT. REVIFW .NI TH OWNER, OVERFLOW DIRECT TO EXTERIOR �---- ----6"� INTERNAL DRAIN DOWNSPOUT LOVERFLOW DRAIN! MA HUiLDINCS 233 AND 234 REVISIONS: Pa,ific C.:)Wate Center 1 MACKENZIE. / SAITO & ASSOCIATES DRAWN BY: 9K ARCHITECTURE . PLANNING INT'ERIGR DESIGN DATE: 069U S.W. BWVCROFT STREET JOB NUMBER: 291170 PORTLAND. OREGON 97201 SHEET OF L (503)224-9570 ►UCKENZIE/SAJM h ASSMATESY C. 1990 AI!_ raIGHTS RESET J �- i SHIM N Q �� _ _ P.T. -,x W/16d NAILS AT N \ 12" U.G. CAST IN ►- \ t„ .____ FLASHING CUP AT 8" 0.C. CON T. — FLASHING CLIP CAULK ---- —CAULK PANEL JOINT AL30VE ® FRY SPRING LOCK CAS1 112"0 P.B. 1N REGLET COUNTEP.SINK I — SHEET METAL `LASHING A 6'-0" O.C. /,- --FIBER CANT BRICK--- RCDP/ O X _j Co 4 Z_ =� 5 — FLA s.-,:)HlNG AT PARAPET MA F?CO910N5 BUILDINGS 233 ANIS 234 Pacific Corperate Center MACKENZIE / SAITO & ASSOCIATES DRAWN BY: SK ARCHITECTURE . PLANNING . INTERIOR )ESIGN DATE: 0690 S.W. BANCROFT STSEET JOB NUMBER: PORTLAND. OREGON 972,11 SHEET OF (503)224-9570 to MACKENZIE/`_•AJT0 Y �SSOCIATES.P.`: 1990 ALL RIGHTS RESEI l)RP\k\VACaE A►—�-v L.A'R��.J S C7 GIT`-, Cil .'_. �To�N� Oc��I��a,�,e C?E�IG►J I�n=�=�o 0�.� RST �t�At__ ME.�-;o�,� Q s LZ A. L 2 M rl + C I,-A 1�,�1 Tl/�c(,,,� 71J GL,I.�T ',�—• - c- - P Ai c0 1 Qoo F 1 U 2-sr . PF`cas•IL P..��.��s IS. Q� M�c��.►..��1G C�Gi�1F:�,2��1G Inc . L-!. P 1 n !n`1-rt1 (::).Od11 , 1)v t01PV , S. t`7K 1gT1r�1C. VD NC_ a "INAr . #1 105 .9'YL LSO G. t_ By rJTi�QM C) DATE � �\S lLi MACKENZIE ENGINEERING INCORPORATED JOB NO 2-9 I-10 0890 S W.BANG ROFT STREET PORT-AND,OREGON 9 7201 15031 224.9°.,60 SHT ---OF rfuu P O.BOX 69039 PORTLAND,OREGO 4 97201 FAX(503)228-1285 qcD ,IRESERVEDN INCORPORATED 1990 ALL RIGHTS +1■F SIR c.Q: p G 505oo Q3I NQX-a 9- -7 300 _-7300 r I p•UCn a giSos c �o Awa I r r� 1- A0.EA ^5 (a0/ C 0 1 �C,�O 0 2'300 lb Z1 2SOC:ch I ATLr-q tilc,tr_n r^ • 3c�oc�`� L �'��' cr AQ£ z jC�UO a n 43154• It ('j C �1 Z S d _a A 2E n. oca X tiq 50 c . lam' I lU Boo 's' r I I 2S �o �OO��TL1 GAPAGT`f '-i U(��r Fti 4Z.VC-L.3T 3L-oGS Z'33 c�4 � ;3 Li ey�L_ �Gocz.o -- T CJ fL J•� - —� Ctl>, !, `2� k' -- OATr ��•�_1 �G MACKENZIE ENGINEERING INCORPORATED JOB NO. Zq )-I0 — 0900 S W.BANCROFT STREET PORTLAND,OREGON 97201(503)224-9560 SHT Z OF PO BOX 89039 PORTLAND,OREGON 97201 FAX(503)228-1285V-9 oc — -- K`NZIE�EH SI RESERVES OpPORATED n•o.oC�q 9 PRDIECf:_PPC 7 (Q_O''T 2:5312:5H 1)FSI(;N f Rt.VUMN:._ \0 YENS DESIGNED SY: K �Q�'1 UAIE: MA•t DrainageDmin Runoff Fquly. Arra 1,11,11 Ilmr nl Inial Awosr )rdproval ripe Capacily Velnelly - DIOQ A,•, (.oefl, for I(X)% Iha6•.rpr Cancrort. IIme of Ramlatl Dlulrargr, Slope Site rInmost flowing Length Rminl( Arra nr I oorent. Inlemily full Full Fceru I inw 1 hnr P1Nt ,1crce mhrtues mhndcc Inch/In cfc % ioehea ds fps legit HIN. QInNIA0..1G5 1a 1 0.1-1 O'Ll O.I O.qv 2 +- -7-- F' H 2. U.4 V C) I y,e0 1 I PS 3 2 011 O.at� O. 13S OIG Z '7 A 2 sf'' 1.3.L-4 O.N (p O•SI 7L,ea 1 IOS 0 G G 3 O 1' 0.:h 0. 1191 O , 2 1 2•fiE, )- b0 (e.3 Ce L,Ob l0•d 3S O.O(e ter, G - I rr ---- l - C-7 2- -1-11�o.r1 6 to 3.\6 &0 0.-52.U 5 0 I I) 0.0% O 1-� 0.14 Z 1 2-.t-� 0.4 z 19a•B (0 3.LO 10.3 zo O C)?_E (e O.1 C) O, IS"1 0.14 Z -1 Z.t+q� 0 141- 11•'S 4 Z."1 11.c\ 3S 0.04 -/ 0.-I4.1 'I A01 2. 52. 1 0.94 to 7_0 3.(e-1 5t-a 0.23 r B O kc o.9S O.Oq 0,0-4 -1 2.VO 0.21 14.4 (m 5 ,110 ICA.'P., 2S 0.172 0 5-p p,2--z z tie 2-.0(0 o.s lC) z.z4 H•10 1-4 o 1 (A t0 0.091 0.°1 O.0$ c .C3 2 7 Z.c.B C),?-Z- LZ (0 9•4-Ic) \971.9-I ZO O UL II C? �� --- 09-IU Z.Lf1(e 2.23 0.s IU 2,Z4 N.\U D,o2 V I iL O.La U. L O.C7 > C.oS 2 ") z Ct a 0.1'3 I,U (D O.�_ H. 1"'� 1S U.U(,, f-rEt.0 1►)l 'T ol'L 13 o.riCo L1Z 2•LIS 2.�5 O.ZS 10 2.35 94.150 LS 0.IU = I4 0,Io 0.01 0.O"1 O.OW 2 1 2•v0 0.7L\ 0.91 L-.SI 4�w 55 _- J 13 0.OcI 0. O•pQji 0.043 �. _� z.C,® 0.7-2. 2.S C. 1.2e, ry 53 10 0C* 1(m 17 -7•'b5 2 (0Z O.L4S (0•-1 G IU 10•`7 GS 0.10 1 �1 pRO1ECi: PA' -79'j---r 23512-2." L'ESIGN FRFVUFNCY• IU st'6na- _ OESIGNEO RY:�- �4 - UAIE: Or'nadeRasln Runnff Equly Area Intal time nl Intal Averap Design luvell 1'q.c Capaclly Veloclly - Q OIoC Arra Cneff• for IINI% Ihnilmgr Concent. IImp of Ralnlall Ulschatae, Slope Site Flowing Flowing Length UJ Nn Runnll Arra meCnncenl Intensity I Full Full Fccu Flow IIme s s►si sacs (1) x Ill arcs mhrules r,llnulm 11101/111. cis % Inches cls fps feet wN. Q.GI'IA0.KS- 3 4 11 Y 1.11 0.5Z Z•�14 Z.. ly O. IUL•S"3 5.2 lOC) 0.3 `------- K IQj U.31 C3 O.L$ O.L 7 Z..fe6 0,"112 al.-1 Co 2 122 12 •°l I.1 1.u\ 0•8 4Z.3- 3.3Co I 1 H. 3 7• 127 5 O.\q _.__�_ L ZO 0.11 O•01 0. 15 0,15 Z 1 Z•�g O.L1t> d.4 Ce OSI Z.CoI (e O•'yP, M ZI o•�' o.a O oS 0.012 Z -7 2 O•IL-1 4.12 0 17iZ E'r 7C- DO O.UG - LZ 0.7-C-3 7.Sb 2..0-2- O.SZ O,4S G 0.1214 Z.-17 s-IS In.Z.11 t.J O a'1 a Fl O.0 Cm 0.Cate 2 -1 2• f5 C7•\1 S.Z (o \•SS q. f 2_ 3 c7 O.u o Zti o,oh a•°t n.OB C:).(-F3 2. -1 2 COP, 0-V5 1C-) to 3.1ti 212 o,3ti '1•vs Ce C-).got ti,so COO o,a P LC, O.Ln 0,C) O.Oc'.1 0.0-) Z- 0. l 2.Cnpj a. IQ, 'I.-1 11.S jo 0 oti _ L1 0. t•r;,4 1,ULI 1.1 [, 1,OL 7j5 U 7-b0.11 v.q r), 10 0.10 L '1 Z..C- C).?.-I 21 C- 5-11 1a•q IU O.GI - - L9 - 0.121 g.aL1 2.51 1."1X, v X13 12.ti tics o.c _ 01 L C)3 Z•'3fo H•S ejur rL-O w To P,� STsNA _ i i TABLE IX RAINFALL INTENSITIES FOR EAST WAaHINGTON COUNTY (for Ranges 1 & 2 West) Rainfall Irtensity (inches/hr) TIME OF STORM EVENT - YR/(PROBABILITY) CONCED:(RATION -- (MIN) 2 5 10 25 (50X) (20X) (10X; (4%) (2%) ( 1%) 0 1.90 2.50 3.00 3.40 a.0c 4.50 5 1.90 2.50 3.00 3.40 4.00 4.50 10 1.30 1.70 2.20 2.50 3.00 3.50 15 1.10 1. 40 1.80 2.10 2.50 2.90 20 0.90 1.20 1.50 1.80 2.10 2.40 30 0.75 0.95 1.20 1.40 1.65 1.90 40 0.60 0.75 1 .00 1.15 1.30 1.60 50 0.55 0.70 0.85 1.00 1.15 1.35 70 0.45 0.55 0.70 0.82 0.95 1.10 100 0.40 0.45 0.55 0.67 0.75 c;,Qn 180 or 0.35 0.40 MO 0.60 0.70 0.85 more 42 - /�i y WlWj4FXWLWAEELWKIWf �(�g Ccly� ��7 P'1 if 1309 a - OREGON -72 _ `1 DAT !OB NO 1 MAC' '.NZIE ENGINEERING INCORPORiuED _ 0890 S.W BANCFOFT PTREET PORTLAND,OREGON 9720'(507)224 9680 $Hr OF P O BOX 89099 PCO i LAND.OREGON 97201 FAX)503)228 1285 MACh;EN21E ENCINEERING INCORPORATED �'990 ALL RICHTS RESERVED raolEcr:_Fs>LtR eT 2�3 Z3� I7rSa;N fRrQUI'N(.V �1.� (E�P.VL In I)F.SIGNEU RV: _SIG of �qql UraOta�rba+ln Runnff Equly. A,rn Inlal tlntr of Total vrvaRr r )etl�n nvrrl Pipe Capaclly Vr�Ijy UAIE:_MA�i 14 W PIo[ Area (:neff. for I(X) Bta6taflr 4nncrnl. !lute of Relnlall '7 -- _ Ill No. Rrmoff Atra nr Ischarse, slope Sire rloa!np rlbwln I-n i!, S Cnncrnt. Inlensit' roll roll N a �j rinw Innr Fc.ou actes (3) a h) "Me ,urs nOnu!es nduutes btclt/h,. cfs % Inches ch fps fee! P480. 3 � R s w►e►a►cs O,I q _-- -- 2.G 1 Ito U,7O_, 2.LI Of- _ S'5 — '1 O.ZA q.0 — -- — 2.�sw 12,x! 3n -- U 3t1 O.CA O.q O, ,� U,C.3SP 2-•G1 e- o, I. 1U S.IG 34 CL),0,) O,q O,0 7 O.O 1 2 1 -- 3 7 2_—� �•��- 7 2,w0 3.961 IS OU7 --- �� 3$ O•Ij Oq O. 1Z O.IL Z "7 1,f�� 0,'SI 2'-1 v(O �. -'I•£ob 2•S�j I,y 0.-1 I,t,Ce H,Ifs E?+S Q VA X NG n•AC).q ._•' 7 'f c,.>s+, q.q3 rte_ � - _ I •fes' I Gl ,Li�3c� _ i�.c1� OA LZ 2- _ 85 No CaMb. =21000 ca-o' 71 iu IN 0/4 WD 34 113 OREGON y Q �~ if ---i+---�►— I, —�-- 11 -__ t1 �� G� 11 X�O,IT b4 X Ib F � By V•NT ) _— "s'✓ t�-�+ `^_,�i —— DATE � -2� -�I eoe NO. MACKENZIE ENGINEERING INCORPORATED 23 0690 S W BANCROFT STREET PORTLAND iREGON 517 201 150 31 224-9W SHT.��_OF P 0 BOX 69039 PORTLAND ORE1,3014 97201 FAX(5031228-1285 MACKENDE ENGINEERING NCORVORATF� X990 ALL RIGHTS RESERVED E ki. 7e P. /Z leo i J eot ZYz kl 6.s 22 F -V 3 FLAH , ► Z � d s � � U BY.__+---�-1 1 A - - _ - DATE_ Z4 --1 MACKENZIE ENGINEERING INCORPORATED JOB NO -nl 0990 S W BANCROFT STREET PORTLAND.OREGON 97:01(5091221-9580 SHT11T�,L r Z OF P O BOX 890.19 PORTLAND.OREGON 87201 FAX(503)228 1285 ,p MACKENbE ENGINEERING INCORPORATED i 4%ALL gIGH'S DESERVED � l % h0l < �� J� = IOrs� I , ov off,`7 __ _ � ''�li.' ZXL f� = 3� ,-► �,�) = '�0°o F'�y: IZSo(1,1�� = I`i�a -7, (,,9 $.zs 1/41 U06 2X1, /VI �t�i�ec.IN � na. F2� N �+ar��cc� Ca ,MrJ OL 4�11. %�I 27 7- 701= -J 3 Se-= I 711 - ZX 27 ' 2'/LX ZZ S �2t= -U 3 SR: 1'1Z,o 2'Iz X 2.1,0 z'Iz 'A-.I ( V N u d , ff�•e.��c Z_/o ZI,o ZZ.F-ys Art. ' I,K� = /Z'•y --� w-)G ZVI XZI,0 2zF -V ,V� hIH�°'►vl..l �{WN 2,1,21 �+kr1(�FR �� - ---- BY DATE MACKENZIE ENGINEERING INCORFQRATI61JOH NO. O _ 0990 S W RANCRUT STREET PORTLAND.OREGON 97201150.' 224-9W SHT 3 OF _ P O BOX 69039 POR(LAND.OREGON 97201 FAX(5031228-1285 - MACKENZIE ENGINEERING INCORPORA-F '990 All RfGHTS RESERVED r I 6NOW Q?-jFT -zIhx15.0 q F- 17 211:x zYznlbl� 2ZF � Y? �,J�C,crcrSnN �4w' U Z,`1�,� By DATE � L 4 I - - - - -- ----- --- -- - - 2.11 I'10 JOB NO. MACKENZIE ENGINEERING INCORPORATED 0590 S W BANC:ROFT STREET PORTLAND,OREGON 97201(5031224.9560 SHT �~ Of U I P O BOX 89039 PORTLAND,OREGON 97201 FAX 15071228 128P � MACKENZIE ENGINEERING INCORPORATED L l 1990 ALL RIGHTS RESERVED -_, Sm roo r2 46 b 25 ' G �L-4- 5s I 1 Z 3/F+ C5 L fir S.1615 � 6 !_ = 2,00 IL - 5115 By OATL JOB NO. G - MACKENZIE ENGINEERING INCORPORATED Q.- 0990 1;-8 BANCNOFT STREET PORTLAND OR£GCN 97201(503)224"60SMT. OF _ F O BOX 99039 PORTLAND,OREGON 97201 FAX(503)228 1285 MACKENZIE ENGINEERING INCORPORATT x''990 ALL ai,NTS RESERVED J �1�Ib U Screen i J 3 SCrcGr� 13.0 - ---------- J 49,s � 5L : 1,00/ - BY 91 7 - -- — -- — ------ - -- DAT E l I MACKENZIE ENGINEERING INCORPORATED JOB NO 0890 S W BANCROFT STRFE"PORTLAND.OREGON 9'201(503)224 9%0 SHT, �.. -OF P O BOX 89039 PORTLAND.OREGON 97201 FAX(593)228 1285 '990KA L2RIGNTS R SERVEIpCORPORATE01 X �U,✓ter N h , tzq�as47 1 L-7 i J I I ..moi DATE _ Jos No. MACKENZIE ENGINEERING INCORPORATED lid] 0990 S W BANCPOF'T STREET PORTLAND,OREGON 97201(503)2244Ml90 ' SMT. L �� OF P O BOX 99039 PORTLAND,OREGON 97201 FAX(503)221}1255 waCKENSrt HOn+FE4i ED ®MAC ALL IE Ec q ~G rWO";;Z ESEgvEZ, PCC CONCENTRATED LOADS CONCENTRATED LOADS CONCENTRATED LOADS' P - 1 DL - 2.8 kips P -- 1 DL = 2.a kips P - I DL = 2.8 kips LL = 5 kips LL = 5 kip3 LL = 0 kips X 8 ft X = 6.5 ft X - 7.5 ft P - 2 DL = 2.8 kips P - DL = 2.8 kips P - 2 DL = "'.8 kips LL - 5 kips LL = S kips LL = 0 kips X - 16 Ft X = 14.S ft X - 15.5 ft P - 3 DL = 2.8 kips P - 3 DL = 2.8 kips P - 3 DL = 2.8 kips LL = 5 kips LL = 5 hips Ll_ = 0 kips X - 24 ft X = 22.5 ft X = 23.5 ft P - 4 DL - 2.8 kips P - 4 DL = 2.8 kips P - 4 DL - 2.8 k.1p5 LL = S kips LL - 5 kips LL = 0 ki7s X 3z ft X = 30.5 ft X = 31 .S Ft P - 5 OL 2.8 kips P - 5 DL - 2.8 kips P - 5 DL = 1 .7S kips LL = S kips LL = 5 kips LL - 0 kips X 40 ft X = 38.5 ft x = 39.5 ft. - Di- _ ".8 kips P - 6 DL = 2.8 kips P - 6 DL - 1 .75 kips LL = 5 kips LL = 5 kips LL - 0 kips { = 48 ft X = 46.5 ft X - 47.S ft P - 7 DL - 2.8 kips LL = 5 kips X - 54.S ft 13 ft hinge --- ---- I ------>I<---- hinge 6M-F BM-5 BM-7 6.75x 27 6. S.. 36 6.75.. 15 14.34 k 60.25 k 6. 13 k 5.34 k 1 49.5 ft SS ft 49.S ft Bear, Marl 91 ------------------------------ --------- GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 6.75 Z? ------------------------------ --------- 1 . Allowable Bending,psi Fb = 2400 Ben-ing stress +M fb = 2441 psi 2. Allowable Shear, psi Fv = 165 for +M = 166.8S k-ft 3. Mod of Elasticity, psi : E = 1600000 -M fb = 0 ps : 4. Duration of load factor - 1 . 15 for -M = 0 k-ft �z. Live Load- Deflection ' L 5 G. D+L Load: Deflection L 5 7-hear stre5s f: = 1-9 ms Unbraced tip edge = in region of +M ( ft > Lu = 0 I � B. Unbraced bottom edge Dead Load Deflection . 73� in in region of --M ( ft ) Lu = 0 Live Load Deflection = . .308 in 9. Eff span lgth ratio le/lu= 1 .92 = L / 339 10. Allowed overstress (% )/100= .001 D+L Load Deflection - L%0'17in 11 . Exact Beam WIDTH ( in ) b - 6.75 Allowable bending stress: for +M; F'b = 2522 psi for -M. F'b - 2522 psi Beam Mark ,& GLU-LAM BEAM - DESIGN CRITERTA BEAM-SIZE 5.75 .< 36 ------------------------------- Allowable Hending,psi : Fb = 2400 Bending stress for fb 1443 p ,k-ft Allowable Shear, psi Fv - 165 fb =-2441 psi 3. Mod of Elasticitv, psi ; E = 1800000 f-M-M -M =-^96.61 N -ft 4. Duration of load factor - 1 . 15 ` S. Live Load Defluction t L / 5 6. O+L Load Deflection L / 6 Shear stress fv = 171 psi 7. Unbraced top edge for U = 27.78 kips in reg iort of +M ( ft ) Lu = 0 = Dead Load Deflection 045 in 8. Unbraced bottom edge ` in region of -l1 ( ft ) Lu = 0 Live Load Deflection = 1 .392 in 4 9. Eff span lgth ratio le/lu= 1 .92 = L/ 474 10. Allowed overstress (% )/100= .001 D+L Load Deflection = ��445g in 11 . Exact Beam WIDTH ( in ): b = 6.75 ws, Allowable bending stress for +M F'b - 2442 psi for -M' F'b - .2442 psi CANTILEVER DEFLECTIONS ---------------------- LEFT CANT: OL Defl = .424 in LEFT CANT LL Defl =-.038 in LEFT CANT D+L Defl = .387 in RGHT CANT: UL Defl - .454 in RGHT CANT LL Oefl =-1 .212 in RGHT CANT D+L Defl --.758 in Beam Mark. -------------------•------ GLU-LAM BEAM - DESIGN CRITERI1 BEAM iiZE ------------------------------ 1 . Allowable Eending.psi Fb = .2400 Bending stress +M fb = 2541 psi 2. Allowable Shear, psi F,. = 165 for +M = 53.6 k-ft 3. Mod of Elasticity, psi E - 1800000 -M lb 0 psi 4. Duration of load factor = 1 . 15 for -M = 0 � -ft S. Live Load: Deflection ! 5 F . 1)+L Lcad Deflection L ti Shear Stress . f ; _ _ ps. k. 7. Unbraced top edge for V - 6.56 kips in region of +M ( ft ): Lu - 0 773 in S. Unbraced bottom edge Dead Load Deflection - 2. in region of -M ( f+ ): Lu - 0 Live Load Deflection - 0 in S. Eff span lgth ratio: le/lu- 1.92 10. Allowed over5tre55: (% )/100- .001 D+L Load Deflection - 2.773 in 11. Exact Beam WIDTH ( in): b - 6.75 - L/ 157 Allowable bending stress: for +M: F'b - 2692 Psi for -M+ F'b - 2692 Psi F 1' V P C CONCENTRATED LOADS: CONCENTRATED LOADS CONCENTRATED LOAD:: P - I DL a 2.8 kips P - 1 OL = 2.8 kips P - 1 OL 2.8 kips LL = 0 kips LL = 5 kips LL S kips X = 8 ft X = 6.5 ft X 7.5 ft P O DL 2.8 kip= P - 2 DL = 2.3 kips f' - 2 DL 2.8 kipe LL = 0 kips LL - 5 kips LL = 5 kips X = 16 ft X = 14.5 ft X = 15.5 ft P - 3 DL 2.8 kips P - 3 OL = 2.8 kips P - 3 DL = 2.8 kips LL 0 kers LL 5 kips LL = 5 ! ips X = 24 ft X = 22.5 ft x = 23.5 ft P - 4 DL - 2.8 kips P - 4 DL = 2.8 lips P - 4 DL = 2.9 kips LL - 0 kips LL 5 kips LL - S kipe X = 32 ft X 30.5 ft X - 31.5 "t P - 5 DL - ".8 kips ' - S OL - 2.8 kips P - 5 DL = 1 .75 kins LL - 0 kips LL = 5 kips L.1_ - 3. 12 kips X = 40 ft X = 38.5 ft X = 39.5 ft P - 6 OL - 2.8 kips P - 5 OL = 2.8 k.tp9 P - 6 DL = 1 .75 kips LL - 0 LL = 5 kips LL - 3. 12 kips X - 48 ft X = 46.5 ft X = 47.5 ft P - DL = 2.8 kips LL = S kips X = 54.5 ft z 12.5 ft 13 ft hin9, I<------ il<--- 1 hinge BM-5 I BM-6 I I 6M-7 5. 125... 21 6.75x. 16 " 6.75x 25.5 5 1 ' 32.53 k 59.79-k 14.87 k I I I --------------- 45.5 ft S5 ft 49.5 ft Bean Mari I GLU--------------------------------- - - LAM BEAM - DE3I6NCRITERIA BEAM SIZE 5. 125 x '1 1 . Allowable Bending,psi �zb = 2400 Bending stress +M fb 1908 psi �. Allowable Shear, psi Fv - 165 for +M = 59. 9 k-ft '. Mod of Elasticity, psi E = 1800000 -M fb = 0 psi 4. Our 3n of ioad factor = I for, -M 0 k-ft S. Live ;ad- Deflection L 360 6. D+L Loa(-,: Deflection I_ 240 Shear stress fv - 94 p91 . Unbraced top edqe f,:)r L' = 6.OS i Los "' 1n regIC +M ( ft > Lu - 0 8. Unbraced bottom edge Dears Load Deflectior, - 2.05 in in -egion of -'1 ( ft ? Lu = 0 L.ve Load Deflectiun - 0 in 9. Eff roan lgth ratio le/lu= 1 .9Z 10. Allowed overstress: k %. /100- .01 D+L Load Deflection - 2.05 in 11 . Exact Beam WIDTH ( in ? b 5.1 5 - L/ 216 Allowable bending stress for +M: F'b - 2255 psi for -M F 'b - 2255 psi Beam Mark ------- -- ------------------------------ GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 6.75 ,< 36 ------------------------------ --------- 1 . Allowable Bending,psi Fb = 3400 Bending stress +M fb 1431 psi Allowable Shear, psi Fv - 165 for +M = 173.82 1,--ft i. Mod of Elasticity, osi E = 1800000 -M fb -- 436 ass 4. Duration of Loa actr,r = 1 . 15 for -M =-•296 1,-ft 5 Live Load: Deflection L / 5 6. J+L Load Deflection 6 Shear stress f = 161 psi 7. Unbraced top edge for V - 26.07 kips in region of +M ( ft ) Lu = 0 B. Unbraced bottom edge Dead Load Deflection = .045 in in region of -i' ( ft ) Lu 0 Live Load Deflection - 1 ,395 in 9. Eff span i. �th ratio leilu- 1 .92 = L./ 473 10. Ailowed overstress ( % )/L00= .001 D+L Load Deflection = 1 .439 in 11 . Exact Beam WID1 I ( in ) b = 6.7S = L ' 458 'allowable bending stress for +M: F'b = 2442 psi for -M F'b = 244. psi („)NTILEVER DEFLECTIONS ---------------------- LEFT -------------------- LEFT CANT DL Defl = .424 in LEFT CANT LL Defl =-1 . 173 in LEFT CANT D+L Defl =-.749 in r RGHT CANT DL Defl = .454 in RbHT CANT LL Defl =-.019 in ?GHT CANT D+L Oefl = .435 in Beam Mark Y GLU-LAM-BEhM - DESIGN CRITERIA BEAM SIZE 6.75 25.5 --------•---------------------- --------- 1 . Allowable Bending,psi Fb - 2400 Bending stress +M fb 2449 psi Allowable Shear, psi : Fv - 165 for +M 149.29 k-ft Mod of Elasticity, psi : E - 1800000 -M fb = 0 psi 4. Duration of load factor - 1 . 15 for -M = 0 k-ft S. Live Load: Deflection L i 5 G. C+L Load Deflection L 6 -near stre=_ f. - 15? ps: r Y , 1 7A 7. Untraced top edge for V - 18.27 kips in region of +M ( ft )a Lu = 0 a 8. Unbraced bottom edge Dead 1_t-.)ad De,flecticn - .564 in (•Sd= ,O �. in region of -M ( ft ) Lu _ 0 Live Load Deflection = .1.008 in 9. Eff span lgth ratio le/lu- 1 .92- = L/ 434 10. Allowed overstress ( y )/100= .001 D+L Load Deflection = 1 .573 in 11 . Exact Beam WIDTH ' in ) b = 6.75 - L/ 278 Allowable bending stress. for +M: F'b ._ 2538 psi for -M F'b - 2538 psi PCC CONCENTRATED LOADS: CONCENTRATED LOADS: CONCENTRATED LOADS: P - 1 OL - 2.8 kips P - 1 OL - 2.8 kips P - 1 OL - 2.8 kips LL - 0 kips LL - 5.75 kips LL - 0 kips X 8 ft X - 6.5 ft X - 7.5 ft P - '? OL - 2.8 kips P - 2 OL - 2.8 kips P - 2 OL - 2,8 kips LL 0 kips LL - 5.75 kips LL - 0 kips X - 16 ft X - 14.5 ft X - !-".St P - 3 OL - 2.8 kips P - 3 DL - 2.8 kips P - 3 OL - 2.8 k••ps LL - 0 kips LL - 5.7S kips LL - 0 kips X - 24 ft X - 22.5 ft X - 23.5 ft P - 4 OL - 2.8 kips P - 4 OL - 2,8 kips f- 4 OL - 2.8 Nips LL - P kips LL - 5.7S kips LL - 0 kips X - 32 ft X - 30.5 ft X - 31 .5 ft P - S OL - 2.8 kips P - 5 OL - 2.8 kips P - S DL - 1.7S kips LL - 0 kips LL - 5.75 kips LL - 0 kips X - 40 ft X - 38.S ft X - 39.5 ft P - 6 OL - 2.E kips P - 6 OL = 2.6 kips P - 6 OL - 1.75 kips LL - 0 kips LL - 5. 75 kips LL - 0 kips X - 48 ft X - 46.5 ft X - 47.5 ft P - 7 OL - 2.8 kips LL - 5.75 kips X - 54.S ft 12.5 ft 13 ft hinge -- ! --- ! !<,----- ! --- hinge BM-5 ! SM-6 ! BM-7 5. 125,; 21 6.75x 36 S.125x 19.S" 5. 15 k 38.32 k 42.54 k 6.34 k --- -------------------- 7► <------------------------- 49.5 ------- >49.5 ft 5S ft 49.5 ft Beam Mark 7 --------------------- GLU-LHM BEAM - DESIGN CRITERIA BEAM SIZE S. 12S 21 ------------------------------ --------- I . Allowable Bending,psi Fb = 2400 Bending strp;s +M fb = 1908 psi Allowable Shear, psi : Fv - 16S for +M = 59.2 k-ft 3. Mod of Elasticity, psi : E = 1800000 -M fb 0 psi 4 . Duration of load factor = i for -M - 0 1 -ft S. Live Load Deflection L / 360 G. D+L Load Deflection L / 240 Shear stress: f = 84 p 5 1 7. Unbraced top edge for V = 6.0S i1cs -,,_ w in region of +M ( ft ) Lu = 0 8. Unbraced bottom edge Dead Load Deflection = 2.05 in in region of -M ( ft ) - Lu = 0 Live Loed Deflection - 0 in 9. Eff span lgth ratio le/lu= 1 .92 10. Allowed overstre5s : ( %. )/ 100- .01 D+L Load Deflection - 2.05 in 1.1 I . Er act Bear^ W1OTm l in ) b = S. 1.5 - L/ 216 Allowable uendirg stress_ for M: F'b = Z255 pGi for -M F'b = 22SS psi Beam Mark GLU-LAM BEAM - DESIGN CRITERIA �L'11 SIZE 6.75 ,� 36 1 . Allowable Bonding,nsi : Fb = 2400 Bending tress - +M fb = 2437 psi 2. Allowable Sh=ar, psi - Fv = 16S for +M 296. 13 k-ft 3. Mod of Elasticity, psi : E = 1800000 -M fb =-876 psi 4. Duration of load factor = 1 . 15 for -M =-•106.48 k-ft 5. Live Load Deflection : L / S 6. D+L Load" Deflection L / 6 Shear stress fv = 16S psi 7. Unb^aced top edge for V = 26.66 lips in region of +M ( ft ) Lu = 0 8. Unbraced bottom edge Dead 1.oad Deflection - .04S in in region of -M ( ft ) Lu - 0 Live Load Deflection - 3. II3 .n 9. Eff span lgth ratio: le/lu= 1 .92 - L/ 212 10. Allowed over5tre5s: (% )/100= .001 D+L Load Deflection - 3. 1S8 in 11 . E:-.act Beam WIDTH ( in ): b 6.7S - L/ 209 Allowable bending stress for +M: F 'b - 2442 psi for -M: F'b = 2442 psi CANTIL•tUCR DEFLECTIONS LEFT CANT: OL Defl = .424 in LEFT CANT LL Defi Z.Zti4 in LEFT CANT: D+L Defl =-1 .939 in RGHT CANT DL Defl = .4S4 in RGHT CANT LL Defl =-_'.347 in PGHT CANT D+L Deft =-1 .893 in Beam Mark If GLU-LAM BE?M - DESIGN CRITERIA BEAM SIZE S. 12S < 19.S ------------------------------ --------- 1 . Allowable Bending,psc Fb = 2400 Bending stress +M fb 1980 psi -. Allowable Shear, psi Fv = 16S for +M S3.6 l -ft 3. Mod of Elasticity, psi E = 1900000 -M fb 0 psi 4. Duration of load factcr = 1 c, -M = 0 � -tt S. Live Load: Deflection L 260 _ S. D+L Loan: Declecti.n L 240 :hear stress: f. - 9.9 ps. F ti 7. Unbraced top edge for V . 6.56 kips in region of +M ( ft )• Lu - 0 6. Unbraced bottom edge Dead Load Deflection - 1 .663 1n in region of -M ( ft ) Lu a 0 Li,:e Load Deflection - 0 in 9. Eff span lgth ratii le/ius 1 .9"1 10. Allowed over5tre55 • ( % )/100- .01 P . Load Cie flee tion m 1 .663 in 11 . Exact Beam WTDTH ( in ) b - 5. t.'5 - Li 963 Allowable bending stress for +M F'b - 2273 psi for -M F'b a 2273 psi �F1�, s[.reen I -�� s ' ►� 3 J 5s ' i z.3G 1 S.I.T it Oo / BY �t-( DATE - ---------- — MACKENZIE ENGINEERING INCORPORATED JOB 140 ��(�( 4 0890 S W.BANCROFT STREET PORTLAND,OREGON 97201(503)224-4580 SNT.�2t � I OF P O BOX 89039 PORTLAND,OREGON 97201 FAX(503)228 1 285 rr -- ��99KEGMN21REn S RESER RESERVED X i Z 331 O �zz o� 32D.� ----------------- _—___-_-- B� ?i-fes DATE jaiMACKENZIE ENGINEERING INCORPORATED Joe No. 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224.9-KW P O BOX 69039 PORTLAND,OREGON 97701 FAX(503122e 1295 SIiT. TOE — (�:MAC.EANZIE ENGlNc'RING iKORPORATEO � 99C qiG•'�1�;SERVEC: la PCC CONCENIRATED LOADS CONCENTRATED LGADS CONCENTRATED LOADS P - 1. DL = 2.8 kips P - I OL = 3.2 kip; P - i DL = 3.2 kips LL = 0 kips LL = S.6S 1Lp5 LL - 0 kips X - 8 ft X - 6.5 ft X - 7.5 ft F - OL = 2.8 kips P - 2 DL = 3.2 kips P - 2 DL = '..8 kips LL = 0 kips LL = 5.65 kips LL - 0 kips X = 16 ft X 14.S ft X - 1S.S ft P - OL = 2.8 kips P - 3 OL = 3.1' kips a - 3 DL = 2.36 kips LL = 0 kips LL = 5.6S kips LL - 0 kips X 24 ft X = .12.5 ft X = 23.5 ft P 4 DL = Z.9 kips P - 4 DI- = 3.2 lips P - 4 DL = 2.3E kips LL = 0 kips LL 5.65 kips LL - 0 kips X 32 ft X = 30.5 ft X - 29 ft P - 5 DL 3.2 kips P - 5 OL = 3.2 kips LL 0 kips LL - S.ES kips X = 40 ft X - 38.5 ft ' P - 6 DL = 3.," kips P - 6 OL = 3. kiQ5 LL 0 kips LL = 5.65 kips X = 49 ft X = 46.5 ft P - 7 OL = 3.ti kips LL = S.6S kips X - 54.5 ft 13 ft 1.3 ft hinge --- ------ I ---> ' --- hinge 811-4 BM-5 I 9M-6 S. 125. 19.5 6. 7SA 37.5 5.12Sx 13.S' 5.06 k 40.69 1- 41 G k 2.9 k ----------- -------------- --------------------- ---------------------- 49.5 ft 55 ft 37 ft Bec � 4 6LU--LAM BEAM - DESIGN CRITErRIA BEAM SIZE 5.125 .r 19.5 1 . Allowable Bending,psi Fb - 2400 Bending stress +M fb Z164 ps, 2. Allowable Shear, psi Fv - 165 for +M = S8.56 k-ft 3. Mod of Elasticity, psi E - 1800000 -M fb 0 psi 4. Duration of load factor = 1 for -M = 0 k-ft S. Live Load Deflection L / 360 6. D+L Load Deflection L / Z40 Shear stress 91' p s Unbraced top edge for V - . 14 1ios �� I� in region of +M ( ft ) Lu - 0 8. Unbraced bottom edge Dead Load Deflection - 2.427 to in region of -M ( ft ) : Lu = 0 Live Load Deflection - 0 in 9. Eff span lgth ratio: le/lu= 1 . 92 10. Allowed over3tre55 : ( % )/100= .01 D+L Load Deflection = 2.427 in 11 . Exact Beam WIDTH ( in ): b - 5. 12S - L/ 180 Allowable bending stress : for +M: F'b = 2273 psi for -M F'b - 2273 psi Beam Mark. 5 --•---------------------------- --------- GLU_LAM-BEAM-_-DESIGN-CRITERIA BEAM SIZE : 6.75 37.S 1 . Allowahle Bending,psi Fb = 3400 Bending stress : +M fb = 2417 psi 2. Allowable Shear, psi : Fv = ISE for 4M = 318.62 p,-ft 3. Mod of Elasticity, psi : E = 1800000 -M fb =-872 psi 4. Duration of load factor = i . 15 for -M =-1 :4.98 k-ft a. Live Load: Deflection L / 5 6. D+L Load: Deflection L 6 Shear stress : fv = 167 psi 7. Unbraced top edge for l,' = 38. 16 kips in region of +N ( ft is Lu d 8. Unbraced bottom edge Dead Load Deflection = .315 in in region of -M ( rt ) : Lu = 0 Live Load Deflection = 2.706 in 9. Eff span lgth ratio: le/lu= 1 .92 - L/ 343 10. h1lowed over5tre55 : ( %. )/100--= .001 D+L. Load Deflection - 3,021 in 11 . Enact Beam WIUTH ( in ): b 6 .7S L/ 218 Allowable bending stress for +M: F'b = 2431 psi for -M: F'b = 2431 psi. CANTILEVEf DEFLECTIONS --------- ------------- LEFT CANT DL Defl - .24S in LEFT CANT LL Cefl. --2.047 in LEFT CANT- D+L Defl =-1 .803 in RGHT CANT: DL Oefl - .077 in RGHT CANT: LL Defl --3.04 in RGHT CANT D+L Deft =--1 .964 in Heam Mark 6 -------•-- GLU-LAM-BEAM---DESIGN-CRITERIA BEAM Si--E : S. 12S x 13,S 1 . Allowable Sending,psi : Fb = 2400 Bending stress: +M fb 1992 psi 2. Allowable Shear, psi : Fv = 16S for +M 25.84 k-ft 3. Mod of Elasticity, psi : E 1800000 -M fb - 0 psi 4. Duration of lo !d factor = 1 for -M = 0 k-ft S. Live Load: Defler-tion L ! 360 6. D+L Load: Deflection L / 240 Shear scres °v - 100 net �0 7. Unbraced top edge for V = 4.62 Dips in region of +M ( ft )' Lu = 0 8 . Unbraced bottom edge Dead Load Deflection - .683 in in region of -M ( ft ): Lu - 0 Live Load Deflicticn - 0 in 9. Eff span lgth ratio: le/lu- 1 .92 10. Allowed overstress ( Y.' P100- .01 D+L Load Deflection = .683 in 11 . Exact Beam WIDTH ( in): b - S. 12S - L/ 421 Allowable bending stress: for +M! F'b - 2398 p3i for -M F'b = 2368 psi �r7! s PCC CONCENTRATED LOADS! CONCENTRATED LOADS CONCENTRATED LOADS P - 1 OL = 2.9 kips P - 1 DL = -7.2 kips P - 1 DL - 3.2 kip LL = 0 kips LL - S kips LL - S kips X = 8 ft X - 6.S ft X = 7.S ft P - 2 DL = 2.8 lops P - 2 DL = 3.2 kips P - 2 DL - 2.9 kips LL = 0 kips LL = S kips LL - S kips X - 16 ft X = 14.S ft X - 15.5 ft P - 3 DL - 2.8 kips P - 3 OL - 3.2 kips P - 3 LCL = 2.3E ki�15 LL - 0 kips LL = S '•.ios LL kips X = 24 ft X = 22.S ft X - 23 5 ft P - 4 OL - 2.8 kips P - 4 DL = 3.2 kips P - 4 DL = 2.36 kips LL. - 0 kips LL = S kips LL - 4.22 kips X - 32 ft X = 30.S ft X = 29 ft P - S DL = 3.2 kips P - S DL = 3.2 kips LL = 0 kips LL = S kips X = 40 ft X = 38.5 ft P - 6 DL - 3.2 kips P - 5 DL = 3.2 kips LL = 0 kips LL - S kips X = 48 ft X - 46.S ft P - 7 OL = 3.2 kips LL = 5 kip, X = 54.5 ft 13 ft 13 ft hinge ---> ----- ------ --- hinge EM-4 I I BM-5 1 BM-6 S. 125.K 19.S 6.75:, -11 .S 6.7Sx 18 S.06 36.03 k. 54. 99 F 9.08 k 49.5 ft SS ft 37 ft Beam Mari 4 GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 5. 125 r. 19.S ----------------------•-------- --------- 1 . Allowable Bending,psi Fb = 2400 Bending stress +M fb 2164 psi 2. All-)wable Shear, psi Fv = 16S for +M = 59.S6 k-ft 3. Mod of Elasticity, psi E = 1900000 -M fb = 0 psi 4. Duration of load factor 1 for •-M 0 k-ft S. Live Load Deflection L 360 6. D+L Load: Deflection L 1 240 Shear stress fv = 92 psi Unb-aced top edge for '! = 6 . L4 t in region of +M ( ft ): Lu = 0 8. Unbraced bottom edge Dead Load Deflection - 2.427 in in region of -M ( ft ) Lu = 0 Live Load Deflection = 0 in 9. Eff span lgth ratio 115/lu= 1 .92 10. Allowed overstress ( % "/100= .01 D+L Load Defiect.ion = 2.42.7 in 11 . Enact Beam WIDTH ( in )l b - S. 125 = L/ 180 Allowable bending stress for +M: F'b - 2273 psi for -M F'b = 2273 psi Beam Mark 5 GLU-LAM BEAM -- DESIGN CRITE ,TA BEAM SIZE 6.75 x 31 .5 1 . Allowable Bending,psi Fb - 2400 Bending stress: +M fb 2321 psi 6. . Allowable :;hear, psi Fv - 165 fir +M - 21S.93 k-ft 3. Mod of Elasticity, psi E - 1800000 -M fb =-2461 psi 4. Duration of load factor - 1 . 15 for -M =-228.97 k-ft 5. Live Load- Deflection L / S G. D+L Load Deflection L / 5 Shear stress tv = 181 psi 7, Unbraced top edge for V = 25.7 kips in region of +M ( ft ): Lu = 0 8. Unbraced bottom edge Dead Load Deflection = .531 in in region of -M ( ft ): Lu = 0 Live Load Deflection = 2.545 in 9. Eff span lgth ratio: le/lug 1 .92 = L/ 259 10. Allowed overstress: ( % )/100= .001 D+L Load Deflection - 3.076 in 11 . Exact Beam WIDTH ( in )! b = 6.75 - L/ 214 Allowable bending stress for +M F'b - 2479 psi for -M F'b - 2479 psi CANTILEVER DEFLECT13r'; ---------------------- LEFT CANT DL Defl = .413 in LEFT CANT LL Def ! =-2. 113 in LEFT CANT D+L Defl --1 .7 1,1 RGHT CANT UL Defl -, . 129 in RGHT CANT LL Defl =- .75 in RGHT CANT D+L Defl =-•.621 in Beam Marx 6 ------------------------------- --------- GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 6.75 x 18 1 . ')Ilowable a:,nding,psi : Fb - 2400 Sending stress +M fb = 2372 psi 2. Allowable _hear, psi : Fv x 165 for +M = 72.04 b-t ; 3. Mod of Elasticity, psi : E = 1800000 -M fb 0 psi 4. Duration of load factor - I . IS for -M 0 k-ft S. Live Load! Deflection L S S. D+L Load: Deflection L 6 Shear stress: fIS9 psi ff 7. Unbraced top edge for V = I,...88 kips in region of LM ( ft ) : Lu == 0 h�A 8. Unbraced bottom edge Dead Load Deflection = .2.19 in in region of -M ( ft ): Lu = 0 Live Load Deflection - .391 in 9. Eff span lgth ratio: le/lu- 1 .9.2 - L/ 736 10. Allowed over5tres5: ( G )/100= .001 D+L Load Deflection - .61 in 11 . E1act Beam WIDTH ( in ): b - 6.75 = L/ 472 Allowable bending stress for +M: f- 'b = 2638 psi for -M: F'b - 7.638 p51 PCC CONCENTRATED LOADS: CONCENTRATED LOADS: CONCENTRATED LOADS: P - 1 OL - 2.8 kips P - 1 OL - 3.2 kips P - 1 OL - 3.2 lips LL - 5 lops LL - 5 kips LL - 0 kips X - 8 ft X - 6.5 ft X - 7.5 ft P - 2 OL 2.8 kips P - 2 OL - 3.2 kips P - 2 OL - 2.8 kips LL - 5 kips LL - 5 kips LL - 0 kips X - 16 ft X - 14.5 ft X - 15.5 ft P - 3 OL - 2.8 kips P - 3 DI- - 3.2 kips P - 3 OL - 2.36 kips LL - 5 kips LL - 5 kips LL - 0 kips X - 24 ft X - 22.S ft X - 23.5 ft P - 4 DL - 2.8 kips F - 4 OL - 3.2 kips P - 4 OL - 2.36 kips LL - 5 kips LL - 5 kips LL - 0 kips X - 32 ft X - 30.5 ft X - 29 ft P - 5 01. - 3.2 kips P - 5 OL - 3.2 kips LL - S kips LL - S kips X - 40 ft X - 38.5 ft P -- 6 GL - 3.2 kips P - 6 DL - 3.2 kips LL -• 5 kips LL - 5 kips X - 48 ft X - 46.5 ft P - 7 OL - 3.2 kips LL - 5 kips X - 54.5 ft 13 ft 13 ft hinge ---> 1 <------>1 1 <------> I <--- hinge BM-4 1 BM-S 1 I BM-6 6.75x 27 6.75x 37.5 5.12Sx 13.5" I I I 14. 1 k 63.22 k 35.5 k 2.9 k. ' 1 t --------------------- -----------------------1 :---------------------- 49.5 ft 55 ft 37 ft Beam Mark. 4 GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 6.75 .t 27 ----------------------•-------- --------- 1 . Allowable Bending,psi Fb = "400 Bending =tress +M fb - 2387 psi 2. Allowable Shear, psi : Fv = 165 for +M 163. 13 k-ft 3. Mod of Elasticity, psi : E - 1900000 -M fb = 0 psi 4. Ouration of load factor - ! . 15 for -M = 0 k-ft S. Live Load Deflection L / 5 S. D+L Load Deflection L 6 :hear stress: fv = 141 psi 7. Unbraced top edge fcr J - 17. 1 1 ,ps in region of +M ' ft ): Lu - 0 8. Unbraced bottom edge Dead Load reflection .694 in Lu - 0 Live Load Deflection = 1 .24 in in region of -M ( ft ): = L/ 353 9. Eff span lgth ratio le/lu= 1 .92 10. Allowed overstress ( % 100- .001 D+L Load Deflection - L%934 6 in 11 . Exact Beam WIDTH ( in ): b - 6.75 Allowable bending " stress: for +M: F'b = 2S2.' psi 2522 P i f 3r -f1• F'b si Deam Marl; 5 ---------------------- BEAM SIZE 6.75 x 37.S rl i i-I AM BEAM - DESIGN CRITERIA --------- 1 . Allowable Bending,P-i Pb = -400 Bending stress +M fb = 1511 psi for +M = 199. 16 k-ft Pllowable Shear, psi Fv = 165 -M fb --2370 Psi Mod of Flasticity, psi E = 1800000 for -M =-31'2.45 k.-ft 4. Duration of load factor = 1 . 15 S. Live Load Deflection ', L / 5 fv - 176 psi 6. D+L Load Deflection L i 6 shear stress for V = Z9.72 kips 7. Unbraced top edge in region of +M ( ft ) Lu = 0 _ S. Unbraced bottom edge Dead ' ad Deflection - .315 in in region of -�l ft ) Lu = 0 Li .e Load Deflection = 1 . 187 lr, a l_/ 556 9. Eff span Igth ratio le/lu- 1 .92 10. Allowed overstress t% )/ 100= .001 D+L Load Deflection _ 1 -SO1 iii 11 . Exact Beam WIDTH ( 3n ) t = 6.7' Allowable bending stress for +M: F'b = 2431 psi for -M: F'b - 2431 psi CANTILEVER DEFLECTIONS ---------------------- LEFT ChNT DL Deft = .245 in LEFT CANT LL Deft = .046 in LEFT CANT O+L Deft = .291 in RGHT CANT DL Defl = .077 in RGHT CANT LL Defl --1.044 in PGHT CANT D+L Deft =-.968 in I I Beam Mark 6 I GLU-LAM BEAM - DESIGN CRITERIA BEAR SIZE 5. 125 x 13.5 1 . Allowable Berding,r.5iFL, = 2400 Bending strFss �M rb = 1992 psi +,,l = 25.84 k-ft 2. Alicwabli :hear, psi Fv = 155 for -M fb = 0 psi 3. Mod of Elasticity, psi E = 1800000 for -M = 0 I.-f i; Duration of load factor = 1 S. Live Load Deflection L / 360c f . = 100 psi p 5. D+L Load Defle_ticn L / 240 Shear s ff"� 7. Unbraced top edge for V - 4.6Z kips in region of +M ( ft ): Lu - 0 8. Unbraced bottom edge Dead Load Deflection w .68.3 in in region of -•M ( ft ) Lu - 0 Live Load Deflection = 0 in 9. Eff span lgti ratio: le/lu= 1 .9"' 10. Allowed overstre55 = ( % )/100= .01 D+L Load Deflection - .683 in 11 . Exact Beam WIDTH ( in )_ b 5. 125 = L/ 421 Allowable bending stress for +M F'b = 2368 psi for -M F'b = 2368 psi Y SCre- ACT css Cl 215 - �>z i FT Cx^ 3 �� o k en ooh L;.G� J No bR(Fr _� - — ---- ._., ---- ------ By 11 LATE —— —----— --- JOV NO ZI 170 LL�— -- r MACKENZIE ENGINEERING INCORPORATED T- - of 0890 S.W BANCROFT STREET PORTLAND,OREGON 97201 r9031224 9560 SMT — P 0 BOX 69039 PORTLAND,OREGON 97101 FAX(50)228- 285 � MACKENLE Er 3iNEERING'NCORPORA7Fn '990 ALL RIGHTS RESERVED PCC CONCENTRATED LOADS CONCENTRATED LOADS P - 1 OL = 2.8 kips P - I DL - .3.2 kips LL = S kips LL - 5 kips X .S ft X = 1 .5 ft P - 2 OL 2.8 . ips P - 2 OL 3.2 Pips LL = S kips LL S kips X 6.5 ft X = 9.5 ft P - 3 OL = 3.2 kips P - 3 DL = 2.8 kips LL - 5 kips LL = 5 kips X - 16.5 ft X = 17.5 ft P - 4 OL - 3.2 ki, P - 4 DL - 2.8 kips LL - Skips Ll- = Skips X - 24.S ft X 2S.S ft P - S OL - 3.2 kips P - S DL - 2.s3 kips LL = S kips LL = 9 kips X = 32.5 ft X = X3.5 ft P - 6 OL - 3-L kips P - 6 OL - 2.9 kips LL S kips LL = S kips X = 40.5 ft X - 41 .5 ft P - 7 OL = 3.2 kips LL - 5 kips X = 4C .5 ft 14.S ft I ------' I --- hinge BM I BM- 8.75,w, 40.S 6.75x 25.5 2 a.76 66.07 k 13.37 k I --------------------% ; ,---------------------- S5 ft 49.5 ft Beam Mar' GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 6.7S 40.S 1 . Ailowable Bending,p3i Ftp _ Z400 Bending stress +M fb 1482 osi 2. A;.lowable Shear, p! i F: = 16S for +M = 227.8S k-ft 3. Mod of Elasticity, psi c = 1900000 -M fb =-2268 psi 4. Duration of load ,actor - 1 . 15 for -1 =-48.71 k-ft S. Live_ Load Defle,.tion L S 6. D+L Load Defl•-ction L t 6 ahesr stress fv = 17S psi !:nbra^ed ton edge for V 31 -a4 k ips r.r to region of +M ( ft ) Lu = 0 S. Unbraced bottom edge Desd Load Deflection - .578 in in region of -M ( ft ): Lu = 0 Live Load Deflection - .81.9 in 9. Eff span lgth ratio: le/lu- 1 .9�1 . L/ 796 10. Allowed overstress (% )/100= .001 r+L Load Deflection - 1.407 in 11 . Exact Beam WIDTH ( in ): b - 6.75 - L/ 469 fllowable bending stress: for +M: F'b - 2411 psi for -M: F'b = 2411 psi CANTILEVER DEFLECTIONS ----------------------- RGHT CANT: OL Defl = .07 in FIGHT CANT LL Defl = .Z7 in RIGHT CANT: C+L Defl - .34 in Beam Marl: — ------------------------------ --------- GLU-LAM BEr1M - DESIGN CRITERIA BEAM SIZE 6.75 .< "5.5 1 . Allowable Bending,psi Fb - 6400 Bending stres- rIII I � = 2483 qsi Z. Allowable Shear, psi : Fv = 165 for +M = 151 .35 k-ft 3. Mod of Elasticity, psi : E = i800000 -M fb - 0 psi 4. Duratior of load factor - 1 . 15 for -M w 0 k -ft S. Live Load Deflection L / 5 G. D+L Load: Deflection L / 6 Shear stress fv - I55 psi 7. Unbra--ed top edge for V - 17.83 kios in region of +M ( ft ): Lu = 0 B. Unbraced bottom edge Dead Load Deflection = .449 in 1%�� in region of -M ( ft ): Lu - 0 Live Load Defiect ion = .80Z in T7 ZOOp� 3. Eff spar, lgth ratio: le/lu- 1 .92 = L/ 523 10. Allowed over5tre5s: ('% )/100= .001 D+L Load Deflection - 1.25 in 11 . Enact Beam WIDTH ( in ) b - 6.75 • L/ 335 Allowcble bending stress for +M: F'b - '4538 psi for -M: F'b - 2538 psi PCC CONCENTRATED LOADS (:ONCENTRATED LOADS: P - 1 DL ".8 kips P - 1 DL = 3.2 kips LL 4 hips LL = 0 kips X _ .S ft X 1 .5 ft P - 2 DL = 2.8 kips P - : DL. = 3 2 kips LL 4 kips LL = C !yips X = 8.S ft X 9.S ft P - 3 DL - 3.2 kips P - 3 OL = 2.8 kips L(_ = S.6S kips LL - 0 kips = 16.5 ft X = 17.5 ft P - 4 DL = 3.Z kips F - 4 DL = Z.8 kips LL = 5.65 kips LL = 0 kips X = 24.5 ft X - 25.5 ft P - 5 DL _ 3.2 kips P - 5 DL = 2.8 kips LL = 5.65 kips LL = 0 kips X - .>2.5 ft X = 33.S ft P - 6 DL = 3.- kips P - 6 OL = 2.8 kips LL - -,.65 kips LL = 0 kips X - 40.S ft x - 41 .S ft P - 7 DL - 3.2 kips LL = �.BS lips X - 48.S ft 14.S ft : .------> I<--- ;iinge em-21 6 .75.. 40.5 _ 5. 15 . 19.5 I 28. 6 k 42.39 k 4.8 k -----------c--------- ..---------------------- 55 t 49.5 ft Beam MarF - 3LU-LAM BEAM - DESIGNCPITEPIA BEFM SIZE 6.7S .t 40.5 -------------------------------- 1 . Allowable 5ending,p51Fb = :400 Bending stress +M fb = 2D69 psi 2. Allowable Shear, psi : Fv = 165 for +M = -748.87 k-ft 3. Mod of Elasticity, psi : E - 190000C -M fb --832 psi 4. Duration of load factor - 1 . !S for -M =-128 k-ft S. Ljva Load Deflecti.� i L / S S. D+L Load Deflection L i 6 Shear 3tre53 fv = 162 psi 7. Unbraced top edge fer V = 29.59 kias �F73j I in region of +M ( ft ) Lu = 0 S. '(nbraced bottom edge Dead Load Deflection = .578 in in region of -M if+ ) Lu - 0 Live Load Deflection - :.078 in 9. Eff span lgth ratio: le/lu= 1 .9L - L/ 317 10. Allowed overstress (% )/100= .001 D+L Load Deflection - C.ES6 in 11 . Exact Bear., WIDTH ( in ): b - 6.75 = L/ 248 Allowable bending stres:i: for +M: F'b - 2411 psi for -M: F'b = 2411 psi CANTILEVER DEFLECTIONS RGHT CANT: DL Defl = .07 in RGHT CANT: LL Defl =-1 .763 in RGHT CANT: D+L Def! =-1 .692 in Beam Mark. ------------------------------- GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE : 5. 135 ti 19.5 ------------------- --------- 1 . Allowable Bending.psi Fb = 2400 pending stress +M fb -,007 psi 2. Allowable Shear, psi : F•: = 165 for +M - 54.33 k-f+ 3. Mod of Elasticity, psi : E = 1800000 -M fb 0 psi 4. Duration of load factor = 1 for -N - 0 k-ft S. Live Load Deflection L 360 6. D+L Laad: Deflection i 240 Shear stress: fv - 96 psi 7. Unbrac d top edge for V - 6.4 kips in region of +M ( ft ): Lu = 0 8. Unbraced bottom edge Oesd L7ad Deflection - 1 .333 in in region of -M ( ft ): Lu 0 Li• e Load Deflection - 0 in 9. Eff span lgth ratio: le/lu= 1 .92 t0. Allowed overstress G ) -100= .O1 11 . Exact Been WIDTH ( in ): b +L Load Deflection = 1 .= in 5.15 - L/ 317 Allowable bending stress for +M: F'b - 2273 psi for -M F'b - 2.273 psi Job Name: PCC Beam Mrk: 3 6.75 x 16.5 ------------------ 8.459 kips 8. 121 kips Span( f t )- 24.5/` Both ends pinned ------------------------ SUMM9RY OF BEAM LOADS --------------------- CONCI=NTRATED LOADS LOAD NO. P-DL(k ) F-LL( k i xt ft ) P 1 . 98 5.31 7.S p - 3 1.96 5.31 16 .5 --------------------------------- GLU-LAM BEAM - DESIGN CRITEFIA --------- - BEAM SIZE 6.75 16.5 1 , Allowable Bending,psi Fb = C4,r00 Bending stress +M fb - 254 psi Allowable Shea, psi Fv = 16- ,. Mod of Elasticit for +M = 64.87 F -f+, Y, Psi : E - 18000000 4. Dur,:iti.On of load factor - 1 . 15 -M fb - 0 psi for -M S. Live Load Deflection t. L , 5 0 1 -ft G. O+L Load Deflection L E 'l. Unbrar_ed top edge Shear stress f,; - 114 ps• in region of +M ( ft ); Lu = 0 fo" V = 8.46 k •-ps 8. Unbraced bottom edge Dead Load Deflection in regio-, of -M ( ft ). Lu = 0 ••a7 1,1 I r1d p g(e 9. Eff span 19th ratio: le/lu- 1 .3Z Live Load Deflection 1 .016 in 10. Allowed overstress ( y )/100= .001L/ `�9 11 . Exact Beam WIDTH ( in ): b 6.75 O+L Load Deflection 1 .586 in = L/ 185 Allowable bending stress for +M: F'b p3i for -M: F'b psi IzF 33 �r n I� ell If EG��P t----i !-- 1 '--JA iA 1 � By 2 DATE- .2i , .JOB NO MACKENZIE ENGINEERING INCORPORATED - mid 0690 5 W BANCROFT STREET PORTLANC OREGON 91201 15031224.61560 SNT _—E-L—OF P O BOx 690.19 PORTLAND,OREGON 912(i1 FAX 15M)225-1205 MACKENIIE ENGINEEAING •+CGFlPO4ATED �ii i 9gp ALl q�G�'S R c jE o E; Ise rx Z CT r 42�ili,6 'L q c.:-� --�' �,�� spy � '•n'' , Uu = 2.`I7 c. 010 � , r BY DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. ? I 0890 S.W.BANCROFT STREET PORTLAND.OREGON 91201(5031224-580 SRT.---EIL OF _ P O BOX 69039 PORTLAND,OREGON 91201 FAX(5031228.1265 i 1990KA LZR,OENGINEERING RESEPVEDCORPORATED J TYPE n I_�' (��'� �� ) 51,71-4 By DATE L / MACKENZIE ENOINEERINC INCORPORATED Joe NO. II ' � o CS90 S.W.BANCROFT STREET PORTLAND OREGON 07201('503)224-VW SMT. OF P.O.BOX SOM PORTLAND,OREGON 9720`FAX(M 22S IM MACKENZIE ENGINEERING INCORPORATED ®IM AIL RIGHTS DESERVED 4.3 I6, �� i3, ?�� (74,7o4-43. 6-1)/i IZ,1:7Co I �p 14 J /��,� f43.,��/7 "13. 2 • 2,; f 1+ 1 D�7�111�,�{ `' <�}3,.��- '��,��`-' !e�. :,,�• q + i40 By DATE Q 44 ^ -------- - - --- - -- ------- _r._-_ JOB NO. MACKENZIE ENGINEERING INCORPORATED 0690 S'N BANCAOFT STREET PORTLAND.OREGON 97201(503)2219560 SHT "�OF-_ P O BOX 690391'ORTLANO,uRt:ON 97201 FAX(503)726-1285 MACKEVtIE ENGINEERING tNrIORPORATIED IIIJJJ 1990 ALL RIGHTS RESERVED 97 ------. 1 r5 7(1,70)(5) i� 2,�� A* 0, 7) �5) #^ h -7 : 6" -- By -- - - -- d1fE � I --- MACKENZIE ENGINEERING INCORPORATED JOB NO. 2q l70 L 0990 S W BANCROFT STREET P')RTLAND.OREGON 9720,15031224 9550 SHT OF P O BOX 89039 PORTLAND.OREGON 97201 FAX 15031 228 1285 — _ AAACKENIIE ENGINEERING INCORPORATED '990 ALL RIGHTS RESERVED 4 i Coe ms 3-7.4 1r $L 1 1 4 A=��,II / .44 72.4 YC T(4) y I .�- �», (>1,j�l/,�,� 9 = Irl 10 zffo-1 'Aoc� c •eC/2(�3) '7;) 1+ 715 r "7 2 By Z. .w T -- ----_ DATE MACKENZIE ENGINEERING INCORPORATED J08 NO. 0890:1 W BANCPOFT STPEET POPTLAND,OREGON 97201(503)221 9680 P O BOX 89039 POP?(,_AND OREGON 91701 FAX(503)228-1285 SHT.._ S OF Q MACKEN2IE ENOINEERINO IN j +990 ALL�iIGHI3 RESERVED 'J" EF -o cri ,00W/L) ,LCL By sir __-.- --.-__ ----------- - - DATE MACKENZIE ENGINEERING INCORPORA,E✓ JOB NO ^A I I 0990 S W BANCROFT STREET FjOr.TLAND,OREGON 97201(x3)224.gW L P O BOX 69039 PORTLAND,OREGON 97201 FAX(g03)2Y8.t,; SNT _aa__ JF \ I� �VE ENOINEERtNG�NOOHARIrHYS RESERVED PORAT�'1 _ �r ! l I � I 2.1 0, Y. 1 Y. 3 G11) 8,12! = �.z,k ►z L+�_ TZ? �I /� 1x15 J BY A — ------ DATE _ -lelr MACKENZIE ENGINEERING INCORPORATED JOB NO ! �^ 190 S.W BANCROFT STREET PORTLANU,OREGON 91201(503)224-9560 SHT J—� OF=1 LI f O BOY,89039 PORTLAND.OREGON 97201 FAX(5031290•17.85 MACYVE E ENOINEF.RING INCORPORATE 1991)ALL RIGHTS RESERVED xol l . 4 L ✓(� .$) ZX Mme.'o- am I x 17 X12. as ti 1./�N .J� ir�_�ilr-' '>1 'l /?•�jl � I L) � 1'7.� I /�- 11 t4 By DATE — JOP NO MACKENZIE ENGINEERING INCORPORATED SMT r �— I I o690 S W BANCROFT STREET PORTLAND,OREGON 91201 15071 224 9W �' DSHT. f ENGINEERING oINCORPORATE U P O BOX 69039 PORTLAND.OREGON 97201 FAX(501)229-12P5 '990 ALL RIrHTS RESERVED sv.. V e 1 if►C ` � J 0 r y DATE �7 n 1013 NO. %�✓ MACKENZIE ENGINEERING INCORPORATED 3HT _OF__L -- 0990 S.W BANCROFI STREET PORTLAND,OREGON 97201 1509122 9%0MAC ENGINEERING INCORPORATED � P 0 BOX 99099 PORTLAND,OREGON 9720 FAX 15091228 1285 I c.,990 ALL RIGHTS RESERVED J (;•I� �I� 1 � 72-1 _7�(I OC�ICati-I FD�Z plr pL F+;o (r�l.&I TN (Z) '- �..�.r -__ - By DATE Q - JOB NO. MACKENZIE ENGINEERING INCORPORATED 0890 S.W.BANCROFT STREET PORTLAND.OREGON 97201(503)2219580 SHT . -y OF 1 O- P O BOX 89039 PORTLAND,OREGON 97201 FAX(503)228.1285 i� MACKENZIE EN(31NEERIN(3 INCORPORATED +990 ALL RI,HTS RESERVED �v nwr•w 2 1 • I ~/� I ( 11 • J/ - s _ �I II Ir �J Y�l F—,:.) K. �j<V1 e', GA Z �L ✓1tPYlOV .'.V ppotr��i ::\ O �:a !a rel J v" A C . r'APLt►N � ._ � p�,,,1 rT.o;;-I� 'JT•RAw 4 $I a�G �� r1P�oN 6-T 1115 �� q'-o" °�� %R L- -,LA SLA t3- ru¢L,r-►5 �It1r5oM Sh3!a zry,4 oGL 71� 5 �1t-1N�vr,l �1.3(o f�l�RLttJ UZLl13 6,TI--fin p��lCi�'> Gt�►�EaM L I� o'' °/L n h (z) S trtPh�N ST ic?SL =, r_ �>;at't /C-,L_ BFN rt -',-rF2 TY P. � �,I M P�c1-J f♦�� f•� I N�t CoM c+F�co�2 "r`'P. V-Af ^ Fhc.E CT' t-vDCaf e. 'tel'-'ICY A 17 �4� �Irtr' ►J M,SZ 3, , (Z) FA sloes, , PCc �o55 /aL r3Er� � 1+tr-4L-,c' By _ JOB NO. MACKENZIE ENGINEERING INCORPORATED J �`j, SHY. OF ,�0890 S w BANCROFT STREET PORTLAND.OREGON 9`201(503)221 9560 �'�1 r 1--�— C P 0 P9i(69039 PORTLAND.OREGON 91701 FAX(500!2281285 _ UACKEN,IF EW WEEPING INC)RPOPATED 130 ALL 1:11G.TS QESEQVED I Z' + I Ex C = Z1-7S V = GL — � 6p-lcFwr ,c(A I I I — —�— 11 3o°xIS" VE2T 7 = 46x15 0. 1 w�/na�c� -- - - -- -- -- - --.-- , DATE MACKENZIE ENGINEERING INCORPORATED _ FL roe uo _SRI 17C 0°�0 S BANCROFT STREET PORTLAND 'OREGON 97201(5031224.9W PO BOX 89039 PORTLAND,OREGON 97201 °AX 15031228.1285 SNT --L=L- EI9C'JKALL' ZIE ENGINEEAING.NC(RpORATED:7IGt+75 RESE9VE0 t; + I`; ID + 1�.� �- k rl =57.9 By rm DATE 4-1 MACKENZIE ENGINEERING INCORPORATED JOE NOzq 0690 S.W.BANCROFT STREET PORTLAND.OREGON 97201,503)221-9550 $NT _�` OF P O BOX 99039 PORTLAND,ORE{30N 9"201 FAX I X1)225.1255 1 -9W `L Ri HN SIPEE E�RVNG ED COPPORAtEC �� .�fjl7�(��,�I��12•+ �ti(1�12,��R 2(rog�,�'�50� �.1,�.—�"�h: ,p�ill��2.� t,�, r Ii- t 211o8�'•SIbZ,�� _. 121 I I � -- - ---------- -- By _ DATE--- MACKENZIE ENGINEERING INCORPORATED JOB NO. - IT] 0690 S.W BANCROFT STREET PORTLAND,OREGON 97201(5a)2241OW SHT. OF_ P O BOX e9C79 PORTLAND.OREGON 97731 FAX I50312251M. QACKENZIE ENGINEERING INCORPORATE[' �'qfp ILL RIGHTS RESERVED w. =W E�q �t�E� tiv�l CP(V� A -C 24kj(gt — 5", c,� �� G/J12,�; _ �2, 5 ICA, E ' � � s � L,4'?.JI�iO = ��•7 �/�+ ,J � IZt �C tk��rtlsv <iur�r�. N�j �I I�C i✓'I�l� I i 2,1 3,c2- S1Zr.1v Y4 71 00 Pu��tru-r I T_�•ae, ro .� T, �� . �a f� =f YA ro "0> IfZl�XA 77 G�113,1t� BY- - - ---- -------- - H r' — y-�r DATE MACKENZIE ENGINEERING INCORPORATED NO. r 0890 S VVBANCRJF t STREET POATLANO OF,EGON 97201 ir03t 2.?,-9W FHT _1A--OF P G PDX 80039 P:"HTLAND,O'.EGON 97201 FAR(5031228 1285 ,C)990KALL ZIF ENGI aE RING COP?ORATED el dL got,;, \F )6 2) q lo s„ ., i ��° ��gds r."/� 3►0 � 2,� X = ��,�, ' _ "��– — — — ----- By V HT DATE -- ---- - ------ ------ — -- v�4 ` MACKENZIE ENGINEERING INCORPOP!;cu JOB NO. 0690 S.W BANCROFT STREE'PORTLAND,OREGON 9'd.01(503)224-WM SHT. OF P O BOx 69039 PORTLAND,CREGuN S72f t FAX(507,228-1205 ---, ®MWNALRQ TS RESER EDCORP H PatiFL P= i 4 q Z S Psa I A- Psi DG.. i Y 1 --, V/ tx, = I Z 83i (2 V A Z �.. 1. 2- 41L / / _� ---- -- -- - --- --- -- ----- UR.IL7 (p /1-14 ll I1 I�- I C I� r-l" /LEGr �= I_ PLA h�E q 7L — Cz Ivov / �I Z Z I ---- ----– By – — --------- -- -- — DATE_ MALKPN7_;E ENGINEERING INCORPORATED JOB NO 1c_LL. 1 r-- 0690 S W BANCROFT STREET PORTLAND.OREGON 3720 15031224 9680 SNT _�_ � OF�f P O BOX 89039 PORTLAND.OREGON 97201 FAX 15031''28-+285 M�IGKENZIE ENGINEERIN=lNCC0R00qATEoC) 990 ALL RIGHTS RESER Oi �w ns s gar M,c7 f-1 E I Ca HT t rzo, I C�r+Av 1 r/ I,C7AC s VL N4 C) r% 14-- 9 „ 14-+2. I� ') Io cl 1 IC hr h �3 3p'I� , ArtD ,_p coN 7?zoLS 4 t 1. '7L + GoVE1zW5 C -+ (74--j /Zxl d K zV> 4ro9 - 10 E5( r Ik U a (cfl s - -j LoN<a 1N EGGS 111 ti'1►'►`�Nl cl2 cv 3v . , = ZZs �l l" MC7Y- tr' �� -----�. ___--- By-- --- - --- ---—.--- �._ DATE MACKENZIE ENGINEERING INCORPORATE' JOB N' 0820 S.W.BANCROI-T STREET PORTLAND,OREGON 97201(_e)31221 4580 S4T OF_1 P O BOX 89039?0RTLAND,OREGON 97201 FAX(503)228 1285 r1 MACKENZIE ENGINEERING NCORPORATED 1990 ASL HIGH.$RE.CERVED f"j H ° I�_1 * 4'`l SL - SS 3 Ilc (wln�u. svr., ti�n►� �S5 'S. { (o.IL�1.59�� l I•i- 9 I . .-1 CI-cl< V& FL,GL'Tlv�l C HoRI� ) AT Hcy yl = 9 ' 9 = I �' l e:>" t! -j GA. 1=AGE I � Z3 IZ _ ( Z'S 2 ),.) Z`—?,& = -,`54 1 t� }4-44 ty 4•�L Y Ia-71 l .'i 4- 43 4 S + 4�� = Co q0 OL CX II Ix IZ - If3l7- _ IZy b= S• �� I rA� �� 1 . 14." ► �a z. By_ZC1_►='i- — DATE ---�_-- -----—...------ ---- --- JOB NO. M NCKENZIE ENGINEERING INCORPORATFD l SHT. OF 0890 S W 13ANCROFT STREET PORTLAND.OREGON 97201(5rj)224 9580 � P O.BOX 89099 PORTLAND.OREGON 97201 FAX(503)228 285 V,MACKENZIE ENGINEERING INCCAPORATE� 990 ALL RIGHTS RESERVED w Rs Rccz 75 ( I 19 )/Z-r LO C- L. L-)_ b�dr C`i N P�v�_ L oc.ATI r 1 5 = ' 1(, o C. , CPm 1) t,L. r(c-Irr ---- — -- By —..—. -- ----- ------—— ----- - -- DATE r� MACKI:NZIE EN131NEERINr INCORPORATED JOB NO. �I 0890 S W 3ANOROFT STREET PORTLAND,OREGON 97201:3031224.9W SMT OF , L P O 90X 89039 tz!RTUND.OREGON 97201 FAX 15031228 285 r.MAC,KENZIE ENGINEERING INCORilORATED J 1990 ALL RIGHTS RESERVED w (4, ® era r I l) a c; LCY.4.-r 10►„1 L Z It A A Li ZI�(o t? 3 •r.Es � i.Z" � � 'll I I ((c.) 7 E :s 7 4.7 HCoe AL:-r A-C' Hor.K� (&-) PF- -7 SE7c-TIc.N �- By 21/� -_---- ------ ---- — DATE.__ _ (� MACKENZIE ENGINEERING INCORPORATED I roe NO_ Z a( 17 0 0890 S W BANr,ROF r gTRFF-RORTLA140,OREGON 97201(503)2.,-gseo ;'0 BOX 89039 PORTLAND,,)REGON 87201 FAX(503)228-1295 SHT P OF i� MACKENIIE E INCORPORATED J 1990 ALL RIGHTS RESERVED Wl ... a.,, ZSR �A )--->A t4 15' ' ,v L c c 7 5 �/S G 'S A.r+C ►2G i N F As Sc7' p A01 t.. s h4 IL Is IS' Lt=C-' V/ I-Lr�1nAk � '7 ,, =� � 95k/Z., s 1. TSk z GNCck N &AO L- Z S 1 S* L/(-L S Z Z S ' 1`1`1 Pl. F �( = Z.-7 S -- BY I TL DATE _ — — --- � MACKENZIE ENGINEERING INCORPORATED roe No. (7' �] — 0890 S W BANCROFT STREET PORTLANn.OREGON 97701(503)221.9580 SHT P OF P O BOX 09039 PORTLAND,OREGON 91201 FAX(503,228-1285 - _ �MACKENZIE ENGINEERING INCORPORATED 990 ALL RIGHTS RESERVED A JW l✓J I I � I I (4� �-s cr r- z-- - -- By "i`� ►'Z DATE KFI MACKENZIE ENGINEERING INCORPORATED JOB Nc.0800^0 S W 9ANCROFT STREET PORTLAND,OREGON 97201(503)224.9580 $HT. �__Of P O BOX 88039 PORTLAND,OREGON 97201 FAX(503)228.1285 _ "- ,CKENZIE ENGINEERING INCORPOR,S D 1990 ALL RIGHTS RESERVED --J St.}�hrz �-�Ll. PaNF,L vAN� Int r. IS(2 7 r I, 1 + OC.�tS��rlOx II - Z 5 * � )44, 1 & K k (LOO 1' I �G Y 1 Z. � K I C7 I. lC� p L- I cuO LEca Or- -7 5 r--75 1 4- 0 1,G 7 1E _ .1 1. Ik t -7 101x IU J`I K ZIP. P,41- -7 �5 x I 4 k(1 4 -,z, + I ��Z) , .7-5 �? ; 4-7 k -7 4 S 1 L- = IPJ w !-U'7 q 1� -7 4- ,s L� PLIP-r C-) PN - qL4� l� 14- x - ( la 3� t ► moo) y ] = 7 � Z '` X10 ��vt,�rTlv�1 -"rI2 y G f7-A3 D C �t=Ar1 `ab -- -— — -- ------- -- --- By 1 DATE --_1- - ----- -- JON NO _. �• I I~•J --- I� MACKENZIE ENGINEERING INCORPORATED Ll1285 OB90 S.'N BANCROFI STREET PORTLANO.OREOON 97201(503122A 9560 SHT .��OF J P O BOX 69039 PORTLAND.OREGON 9- 01 FAX(5031 228 1 295 MCKENZIE ENGINEERING'NCORPORATED ®19Y0 ALL RIGHTS RESERVED vw ol Q 3 l I IL ez::r t'1u K ri .0-L. —lip r �Z9 , ppb � G-zL '14 LLf4 S I .............. • By --------. -- DATE _ - -- --_ ,09 NO. MACKENZIE ENGINEERING INCOP.PQRATED SHT -F-2____C* =gg%o ENG�NEERMG INCpgppRllTEV pggp g,W BANGROFT STREET PORTLAND,OPEGON 9�20�(W, 31221-q'110 �OR�LAND.OREOON 97201 F AX(%31228�2@S GHTS RFSERvED_— P J BOX 69039. .w N AREA( IN"3 ) 0( IN) 1 3.40 3.5000 3.40 13.5000 FC- 3.0000 FY= 60.0000 B= 15.0000 H 15.0000 81= 0.8500 AXIAL=K MOMENT-K*FT A-IN COMMENT -679.608 +79,872 13.3435 .8P(0) -619. 199 +105.648 :3.0843 -555.765 +138.403 10.9351 -493.057 +146.569 9.7659 -418. 131 +165.549 8.6067 -:33.659 +184.313 7.4475 -338.646 +303,358 6.883 BALANCED CONDITION -198 . -64 +196.435 5.694' -166. 767 +188.673 5. 100 -132.578 +178.787 87 4.506 -94.905 +106.337 3.9133 -51 .880 . 150.511 3.318 0 k. +0.000 +19,881 3.7341 PURE BENOING 1LIST 3RUN 3LOAD" 4SHVE" SCONT 6, "LPT1 7TRON BTROFF9KEY OSCREEN k I �\ I � I i ; G I -- - C4 HT ��- ('3� T I4trvK-c`) G� bum AAJ ----- --- —_ ---- --- ---— -- BY -- ------------.. DATE_ MACKENZIE ENGINEERING INCORPORATED 108N0 - 0890 S W BANCROFT STREET PORTLAND,OREGUN 97201(5031 224 9!80 -- 3HT- P I -OF '1 8 ^ OX 89019 PORTLAND.GREG 7N 47201 FAX 1503)228 1285 - _ NACKEN7-IE ENGINEERING INCORPORATED I� '990 ALL RIGHTS RESERVFD a = 1,D Z -- , X2.7,y�3 r� ow Ir ►a 10 , By -zn a I DATE ✓rJ MACKENZIE ENGINEERING INCORPORATED jos no._- � � 17 P—L, I 0690 S.W BANCROFT STF PET PORTLAND,OREGON 97201(503)224 9580 — SHT. f 17— of J P BOX SC099 PORTLAF'^ OREGON 97201 FAX(1.503)228 1285 Fi MACKENZIE ENGINEERING INCORPORATED J'990 ALL RIGHTS RESERVED I` i r � 6 Tl GS ,le x" TM ! t i _� _ DATE MACKENZIE ENGINEERING INCGRPORATED boe No. 0690 S.W.BANCROFT STREET PORTLAND,OREGON 97204(5031221.9560 SNT.._�r S OF P.A.BOX 69039 PORTLAND,OREGON 97201 FAX(503)M-1285 (D ACKENZIE EN 5 gESERN EiDCORPORATED M/. SAI : PLAIJE - Planar Frame and Truss Analysis Version 1.52 - 03/30/87 - C4.0 Copyright (C ) 1986, Siructural Analysis, Inc. Boca Raton FL 33432 (305) 392-6597 User #87P377 Input data filename rt DATE: 4-30-1991 TIME: 11 :39 1 PROJECT: pcc *•* GENERAL DATA ••* ��X 30 Members: 3 `S kK Joints : 4 Load Conditions: 1 Elasticity- .3120000.0 ksi Structure: PLANE FRAME **+ JOINT DATA ( feet ) *** JT X Y R V i 1 .00 .00 1 1 1 .00 9.00 0 0 0 3 8.75 9.00 0 0 0 8.75 .00 1 1 1 *+* MEMBER DATA *** MEM FM TO TYPE AREA INERTIA E LENGTH sq in. in**4 ksi feet 1 1 2 0 224.00 4219.0 *••*•+* 9.00 2 3 0 225.00 4219.0 ****•*• 8.75 3 3 4 0 450.00 33750.0 ***•*+* 9.00 xxxx!!!**�'x x lxlx x x x x x x x x*x x x x*x x x x x x xxx *»+ OUTPUT FOR LOADING CONDITION 1 ••* xxxxx!lxxxxxxxxxxxxlxlxlxxxlxxxlxxx!!x! *•* JOINT LOADS +•* JT MOMENT PY PX kip-ft kips ktps .0 .00 10.00 *+* JOINT DEFORMATIONS •• JT ROTATION VERT HORIZ radians inches inches 1 .00000 .0a0 .000 2 .00000 000 0@0 3 .00000 'BOO c00 4 .00000 .000 .000 »+» MEMBER FORCES +»• MOM - Negative when clockwise SHR - Positive when acting in the positive Y-direction AXIAL - Positive wheri acting in the positive X-direction MEM S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL kip-ft kip- ft kips kips k I P kips 1 11 .24 9.28 ?.28 -2.28 -2.53 4. .53 1. -9.28 -12.89 -2.53 2.S3 7.72 -7 72 3 12.89 56.59 7.72 -7.72 2.53 »+ RESTRAINING FORCES AT SUPPORTS »»» JT MOMENT RY RX kzp-ft kips kips 1 11 .2 -2.53 -2.28 4 56.6 Z.53 -7.72 End of PLANE Elapsed Tine 0 rein 19 sec RUN I r ✓ �. /..� .. REINFORCING STEEL N AREA( IN-2 ) D( IN) �-•- 1 1 .2000 2.31: 1 .2000 12.6880 FC= 3.0000 FY- 60.0000 B. 15.0000 H- 15.0000 61- 0.8500 AXIAL-K MOMENT-N•FT A-IN COMMENT -569.304 +'70, 046 12.7421 .8P(0 ) -241 .084 +148. 591 6.388 BALANCED CONDITION -:•'_28.414 +146.33 6.0861 _21S.333 +144.598 5.7893 -202.0G6 +14".011 5.4925 -188.580 +139.049 5. 1957 -174.835 +135.695 4.8989 -160.782 +131 .926 4.6022 -146.356 +127, 715 4.3054 -131 . 476 +123,0211' 4.0066 -116.031 +117.915 3.7118 -99.874 +112.014 .3.4150 -82.803 +105.537 3. 118 -64.529 +98.259 2.8215 y 44.627 +89.996 } 2.5247 22.448 +80..468 2.2279 Ok +0.000 +70.544 11 . 9311 PURE BENDING r 1 l,r_xD F7 r � r RUN REINFORCING STEEL N AREALIN ) D� !N) 1 1 .1000 2.3125 1 .2000 15.0000 3 1 .2000 27.68A0 FC- 3.0000 FY= 60.0000 B= 15.0000 H= 30.0000 B1= 0.8500 AXIAL=K MOMENT-K-FT A-IN COMMENT -1083.456 +263.052 2S. 1606 .810(0 ) -535.490 +505.784 13.983 BALANCED CONDITION -502. 164 +502.427 13. 1561 -471 .274 +497.359 1".4636 -4.36.583 +490.581 11 .73iO -401 .004 +482.0911 10.9984 -364.347 +471 .893 10.659 -326.362 +459.983 9.C,333 -288.7, 18 +446.362 8.1.'007 -244. 963 +431 .031 8.0681 -20S.S25 +413.989 7.3355 -177. 504 +355.236 6.6030 -146.925 +37.070 5.8104 -113. 90 +344.6'6 S. 1378 _ -79."S7 +313.719 4.4050 - -41 . 944 +278,299 3.6','27 +0.000 +236,1273 2. 9401 PURE BENDING DE 5 ,1 �14 otl (r i•b`(k 9 G, ee.l 1,0 {� (' , 4) f. Z. 6 7: . > � ` - :) / F . RE90N PATE v JOB NO.. MACKENZIE ENGINEERING INCORPORATED SHT (^L___OF--c-) 0890 S.W BANCROFT STREET PORTLAND,OREGON 972(1(500'.224,958( MACKENZiE ENGiNEER�HG N�ORPO 1ATED O O BOX 89099 PORTLAND,OREGON 97201 FAX(509)220 128.5 q( Au IE ENG RESERVFJ - .r Pr = 14 , 6.7" I k SIL V= 14, -7<<i _ oArE_ 1 MACKENZIE ENC,NEEPING INCORPORATED roe t 10 . � t 0890 S W BANCROFi�JREET PORTLAND,OREGON 97201(5031224 9580 SMT. OF P Cl JOX 89039 PORTLAND,OREGON 97201 FAX(50312285285 -MACKri- -- N RESEV ENGINEERING RPNCC`^.FORAYED 9W AtRIGH or.: '� Ic too r 1 fi BY 2`'•i DATE JOB NO. nLL'^i MACKENZIE ENGINEERING SMT. OF INCORPORATED _ 0890 S W BANCROFT STREET PORTLAND.OREGON 9720115%11)224 9560 NG INCORPORATED P 0 BOX 69039 PORTLAND.OREGON 97201 FAX(503)228 1 285 N(ACSMT. ENGMEOFI (� IM ALL RIGHTS RESERVED lj.rl.c --- HEADED AN' HOR STUD DESIGN --- PROJECT ENGR• RNT DATE 4-25-91 PROJECT NAME PCC PROD NO. : --- INPUT --- plate Designation = I HAS Stud Size: 0.7S x 4.0 Plate S1ze (X ; Y )= 12.0 X 14.0 Number of Stud Rows . 2 Stone Conc . @ F'c = 3.0 ksi Number of Stud Ccls = 2 Stud Strength Fs = 60.0 ksi No. of Studs on Plt - 4 For analysis, the plate is crn9idered to be in a standard ( X-Y ) frame of reference. X( n ) is the distance between the ( n )th column and the ( n+l )th column. Yin - is the distsnce between the (n )th rou, and the (n+1 )th row. Individual studs are numbered left to right , and top to bottom on the plaie. Panel edges are Edge 1 is left , Edge 2 is right , Edge 3 is above and Edge 4 _s below the studs. Stud Locations and Edge Effects Dist . From Edge Is Load Capacit, Distance Between Studs To Nearest Stud Reduction Rend? Col Spacing Row Spacing Edge 1= S0.00 Pull : N Shr: N X,( 1 ) - 9.00 Y( 1 ) = 9.00 Edge S0.00 Pull : N Shr: N Edge 3- SO.00 Pull N Shr- N Edge 4= 50.00 Pull : N Shr N Direction of Load The shear force is directed toward Edge 4 --- OUTPUT --- Stud Location Cases ( 1-6 Affect Pullout , 7-10 Affect Shear ', 1 Studs not near a free edge 7 Shr cap not good by free edge 2 Free edge 13 near one side 8 Shr governed by weaFest stud. 3 Free edge on 2 opp. s1de5 9 shr govd by nearest stud row 4 Free edge on 2 add . sides 10 Shr good by farthest stud row S Free edge on 3 plate sides * Pullout -eductn reqd if De Le C Free edge on 4 plate sides •+ :hear reductn reqd if De 10Dia Governing Stud Location Case for Pullout Capacity = 1 Governing itud Location Case for Shear Capacity = 7 Number of Effective Rows of StuJ for Pullout Case = 1 Miiiimum Recommended Plate-ThicVness t, d - 0.68 ) - 0.S1 4/ r -- Csoac i t': c f Stud Croup Pullout Shear V0,1law, 0°oq J s Steel Phi*Ps - 47.71 Kip. Phi*Vs - 79.52 Kip Concrete: Phi-pc - 20.71 Kips Phi*Vc • 65.82 Kips C )ncrete Governs Concrete Governs --- Combined Shear and Pullout --- Pu Vu Concrete Capacity Steel Capacity (Kips ) (Kips ) Ratio Ratio 4.*? zo-$g 0. 12 <1 OK 0.07 <1 OK a M �11 FOR fie, = G,o. � I ►� SPC VC , i CJ= l0,0 - 380 �+ Lx4x /o 27.o CIL) LTS — Va � � r 33 !0 4 =CSX 7,- 7 .7 I L �, x4 � � 2 if r - j A;) �Sf•� er -- -- - - __ QATE MACKENZIE ENGINEERING INCORPORATED JOB NO. 0690S W 13ANCROFT STREET PORT1 AND.OREGON 977C 1 /r P O ROY 99099 PORTLAND.ORF.GON 97201 FAX(5001 219 1195,1124 9590 SMT. OF -,- MACKENZIE ENOINEEgINO INCORPOgATED gI ®1990 ALL RN3MT$ E.1ERVED --- HEADED ANCHOR SFUD DESIGN --- PROJECT ENGR rnt DATE 4-30-91 PROJECT NAME PROJ NO. : --- INPUT --- Plate Designation 1 HAS Stud Size 0,63 4,0 Plate Size (X ; Y)= 6.0 X 3.8 Number of Stud Rows = 1 Stone Conc. @ F'c - 3.0 ksi Number of Stud Ccls O Stud Strength Fs = 60,0 ksl No. of Studs on Pit = For analysis. the plate is considered to be in a standard (X-Y ) frame of reference. X(n ) is the distance between the (n )th column and the (n+l )th column, Y(n ) is the distance between the (n )th row and the (n+l )th row. Individ-jal studs are numbered left to right , and too to bottom on the plate. Panel edges are Edge 1 is left , Edge 3 is right , Edge 3 19 above and EJge 4 is below the studs. Stud Location!, and Edge Effects Dist . From Edge Is Load Capacity Distance Betr•;een Studs To Nearest Stud Reduction Req'd? Col Spacing Row Spacing - ---------------- ----------- ----------- Edge 1= 50.00 Pull : N Shr N X( 1 ) - 4.00 1'( 1 ) = 0.00 Edge Z= 50.00 Pull N Shr: N Edge 3- 3.00 Pull : Y Shr Y Edge �= 3.00 Pull : Y Shr Y Direction of Load The shear force is directed toward Edge 1 --- OUTPUT --- Stud Location Cases ( 1-6 Affect Pullout , 7-10 Affect Snear � 1 Studs not near a free edge 7 Shr cap not govd by free edge Free edge is near one side 8 Shr governed by wealest stud. 3 Free edge on Z opp. sides 9 shr govd by nearest stud row 4 Tree edge on 2 ad,) . sides 10 Shr govd b: farthest stud row S Free edge un 3 plate sides • Pullout reductn reqd if De,Le 6 Free edge on 4 plate sides •• Shear reductn reqd if De :10Dia Governing Stud Location Case for Pullout Capacity 3 Governing Stud Location Case for Shear Capacit,, 8 Number of Effective Rows of Stud for Pullout Case = 1 Minimum Recommended Plate Thickness ( tid = 0.68 ) 0.43 --- Cadac:t. of 'Stud Group --- Pullout Shear �-i/� 16.S7 Kips Phi«Vs ! 27.61 Kills Steel Phi,Ps - 7.06 Kips Phi«Vc ' S.27 Kips Corcrete Ph1"Pc Concrete Governs Concrete Go%erns I l Imo' �b `7C5- A DIMENSIONS �-_- A 9" B a Jn a (i) #s y� PLATE 1/2" x6"r 3" ri CONNECTOONA ------------ (2)Z) S 1..• LZ x2x3/8x6" C ECTION B lip 411 14 EQ EQ rOREGON /!I E E r E Q . I ----? t ---------- - PLATE 1/4"x6"x4" EQ I BEND LINES CON N_ECTION C r I WELD CONNECTIONS NO SCALE ale s +ar �e ow w ■w +a 1 A ' DIMENSIOF'S . Y— B - 3` / 1 l2 ) sts \ ' i PLATE ;/2"x3' W .i COFNECTION D Y I Li Gc-►.1NE-7Ior� WELD CONNECTIONS C'llrPl P ET-,&l Llcj NO SCALES NOTES AND INSTRUCTIONS : LJW^.L.1 USi►JC., co►.1►.1 G R„►..T �Z.=C As,T r ,�115 O►,JE p�0� h.la I LS OI L�;i �I� �L.1� s��-G-�.�►1. I►y S!"CUr I Or.1 y t , F:T. 4 \�"'�--'-��4 K � ►�.�. � '4�-pI� cam.G. REV1S O ST C CLUr151A C�Or'Ir-TJZ� P)s xt By i'-!H PNas� III DATE MACKENZIE'SAITO d ASSOCIATES. P C x06'0ITLJ � r� AW SW &--COL S'aE=' --V-,SNO OREGOro I SHT _ �F � 2 MISS a LCo D:��rI�N VJA�V ( �51nG1 s MEN $. >=`�v. t �G2U1P=r. .� L . '25' n/= -7 3 Coo 2 J4 - c4 0 / 2 9 8? a !, 3 r„v. -FL-vo K �4¢p S9 z 1 Pj7 st I, Z rip. - - - -- �l c,of.✓E><.' ;G�ao� = G28 117- x4-& a 11•4 P51, IXV� p psi aK - 3179« GHEU'� Lti�1=2 TI��IV 1(;'(�. FI,.>:vATU1� wAL.L, F L mfg Zd 925 #, -17-M = f�L�jO;, , � .� /z ) = SIy (o0n , � otMx ; oK z'�o Z _ 'J -Y- .t,(, -Z,17c7 (25 ) tZ3� / �, \ = ICI D b 9LIajD i ps(-i O t -J 606) z, ) v 101 8\) rr3sr _ ffo r, aw N c o x 2 3 X 4 = 5 520 > 3�j 10 c K (3�)+ ?-5 40 4(7)(1z) M uPL•l�T -- (�yy3G yX�.� - I(o40G2)��2.5 = !0 32 0 .. ►Z.�. a+o��c )r� �: �r,+,r=�►�1 ct,ox ;,5 x 4= 64 0b a+ot,-tvvjN rQ p = 0 3 2 0 - g 4 1 9 2 0 1 , �s 4- Project vim, �'• @ �. r D i� rr �i:•�rr'� esu — yi�.,...�' JAMES O. PIERSON, INC. CONSULTING ENGINEERS WD�•1 y r .[ PORTLAND OREGON IWO N = �qoo / I�p 431 J 100 I(o - 3 i9 3PD. t0 G9 - -- N @ B0-r. of q/,aw = �8Zo4 /!�o X IZ X 4 • (o _ 'Z 0. Ci Y 1.5 .3c Qst <Z5 X tr33 OK G.-1 EG P< 6 a6 TO ?N�NL-�• �� 1 _ U Ppv4e t oo 1 i CTS nn = G.9 ap C 1 I •� 7 900 otcrn oK f �D 2F�-�1`�- C�ioo l23)+ X7100 QZ.) s 2► 9 0o z� r 0 y_M "7rj0�� X2Q'/2� -} 4X-750XZY�i_348oac rel O h1h Jt' I�IF"t. I� � A:;.,�J n�ti -�0�N�. 'FCS=r� �'"1✓�� -f'ly, ,I T�q �"��► rJ�� rJvy i GH�GkC Over— STM : �G900+ oz4006v - I �r;o ( 3) < 8IL/2 + 'S�tCo�2 )f3j(.82: -ir784o I vPV�F"C = ��oZ.c�oo 'te - X5840)/8 (00 /Z C1000 X I .3-S = • 3<v o " �� Pb vi rq rl Nou DOvJN °� CbJE� IDO�e. o�� N �NI� , = <9GG0 — 3720 .) 5940 13 G Ca90� X28' 20 = 5, O• Q rn9cooD0 ��=lia r— Prolvet 4-1 6 `� 617Z 7 Pf�mrco.. JAPES G. IERSON, IMC. � onaa. ''f I; ,f CONSUVIING ENGINEERS fi'M1t.� 9,P• �J Dote rf-Y• rl --- ---- �^'/1 RR r►�,� PORTLAND OR[OON r L, WALL �1Ju12 C mac:►{ vE�_ s �9.3"?S _XZ,co2S� - _ (91..Og Ps:, ( �r' ta14- cc-Q.ol 4•cc-Q.ol ---/v"-''--L° c� _ �-3"y'C'IJ �- y-l°.� J'�"'_t1;12X7•lo2S) _ __ i`'�A ALL t�1E2.CV2zJ\(�� wltiQ '>`'zoDc.�CE.S C��Et�TrcSZ Ov6�'ZTUf'ZfJ� VL \242C`A i+ Lb _ v4ai Cabs -r)tLs L-c.'-L t't: x•33' ��ce►��_+_HSO�._.�5 .t.—_�Co�.''o. ' of }-- s-- uA= -7(o — 1 _ W 6ao rwio .-a z - -x: __ eA 4r +C 9 .-W I Coat 1 (o_ 1 I lm'b4a IDL ��zct 200 -Sc�$�� 0.6Z 9,0o `�'�cb UoS QNl A"I - - - ee�b/t+ Dl \7�Ru(ZN Pi moo, c,�oo� 23.a�_'•_-SIoO K.Il sl+.-225244 A-tb X1.5 --131e(o0 u -- - -- t''�rL, antJ_'. 23.8-r x9:!s3'_x'/v psc• ,s__�te„�_`�.=�/-t. _ � C'�a� °`'s.- x•33'(40 a'.�_�Ecol s �-�1'��_�_" ' $2.Cs�J.—_ --- - _-- - _ - 7—V) IlcbgaQ. 4-lb 2-7 -- 4 pato � C2osS2ogt7c��a�t A Ct��;St�2 667 JAMES O PIF.RSpN, INC. --- �-I�.IC,6L _ i<QZA L, &L0 CONSULTING FMOINEERS �r�' •�E�2ll 1A83 N.Et'� POAILANO OREGON Date '"7 J „J� ?�U'�ZiJ G �t[Caf`f1 C]4•_.�L�►�C� �SSunntoC\c��'. 117' BLocrLw4164r 35.74'K 'b 33' w14P4 Il C..-C r—AJ-*W/IIY _ 0—yvw.-c Mar. eB.<'�,z, : -3'(<38.74'X744 _—$8V2-+LI1,33'= I000(p 52415\ ��Ua 3'7 cc 32.01_& 50 '!'rts �"� _ _• =�+4 s' �mm 5 (vC Q- �O'.t �Sl�--s__�' 1 _ G. �.S ,tet dd►�uu'S 4g'f*:Y[— Project CQIJsS20�10 pA r� ^� L' JAYE6 0/NC. �-a.-�EJC�E'L' �--"'-��— CONSULTING ENGINEERS O�Q� W.J PORTLAND ORCGON Drr1A L i 2c;3az K '� z ?28 Oe, 3N Z 2 - � - 'L E3 5 a$ 12 CD 00 d1N w� t4� _ --- GoNC . �•� rc N•uSR��I. �=bt. �\1 24S - S , u9ral�. 26t• �_ `.plL 1 bL.eaB DOC? t`M. - �, 'z4I,�J� g��.�-c�� =ccTo✓z� caolNS-t C;�2,t•u�.r.1 = 4.111/4�"JSl-1 = �K.. — H .- t�,204 l>� Cr��ts�11G rS 4L lG :��►E rZ. CcoE�. f),--f2 Soi�• CZvFOrt� , [b r -fo S M. � 7��] •�2 � �- �c ro� A ter,•.�,;,C ��OteJC� .r �`"��ZZ/184 �.. �•1� OK _ YST�r' -- -- Ja4E5 G PIE RSON, INC w °�'•'• qr.. `J� i ONSULTING FYGINEER! PORTLAND OREGON volt —�-- - -' i F ,�TL _ _ 1IJt6�2FViC�, und �adCifJG 4-t-Z)'�17 f 37.2Q. Co0��0 ---z \ �fs•.�4� 5'•O" 61-o[iL wra.0 z 4,.4r. �._a• 4' 4' �.,dl., waA - 1400 IK.4•ra'1 N.w&at2.Ap. 7�48g w AD FLIA L6 KIR - �E,�,lo,., (u*�'�oN� �� Y (�c�,��0 -2tigig> _ •;-,087(D tlas £37 K, 2)RS-7 Co Qoobb K 1.33 r 1 .1 ca IJ)'N I r-ri u M Ta �2_44(.C9"B0 -.a Cb lj>C�J•33 ��7� � 1�'2 Fs V t2 r 1 c •a� n) • 1 SUO P5 1. 4 NO �„aF�EC1 A L dN�. (7tLd Gt� r O,1lol0 I�.�J 21 Chi,f S ��T�� ►�/t root ApPucob�E AL Th 5 �cg71C+h� jr/JCJP CAY6ZovC SS'7pDoz F rS �o�:dam� b�1 I,�: ►-� = t2 �, �'b..,�•�Es2 �ns� Sk•n...} Ca.,c�.Jlo-�,/. N o rc Z.A car UJ q L.L 1� u�ZN I S 8.Cb-7 FvYL govt l�,• S p pD1•zr i nl6 �>l�-�?N 5 0 INcIZ z 192 Psi co2� x �,�3 x i:, Ste,•? -TrLlc% `a6C.T1 o�J - t�S 4 Co :2t� vs 4(0.4d� 1,7L ��- Q P= q+�bc� -716/1 roz S�U2) • 6.002 241 �S9 �r : 2 C 12�(•��c J5p- CO 89"S -7 �A 12Ca4t��"��.-tce (o•Rt s�'bg� = 1-7?-4 6000('135, *� 6272 Project Propel —� � A4A Cl/ySrcN' o•t..v. '] JAmrs 0 PIERSON, INC. CONSULTING ENGINEER! PORTLAND OREGON Date �P2,L 1 Ja�:J ---- t i �S.-1 215.ri _ o ^moo 4. lSP-C)4-/-z �2� x o. ,c i0u k .gamPsi 18 204 P-4 j'Y J d 2wooK�.a3�(o,Ba�Xio6) T-o 7-o �aD+ II Znz .y. `�c- � 344 S pst _Cd•ca1'�L = �i � / �- 3-7 lda/I4Q0 c� ?,� x 6,0 Lk- Ec)�T r N� ,�.. Z-tam- 5 Cl nKJ) 'a 2S C 3' Cue. r:10/�oM = IC #fjx 1-7 �2�ar�F vGYZ� «A2S T?� __ „ -7 nP JJ �p LD r; P >t 4-'-(o' T 4 1--5 E CN asp L � �A L l T•c.n.v S, p • J Tc•F ��C �� Zc ,z 0225+ (aS,tF� (ol ' Z �►5 = 5(42S ,iaQ�><I•'.�3x15 �07Q-Mz ""�q��`'• �S•*�urr3'.Ti \\-- Project C, ?0��(7�� J A�� VSTf JANES O PIE RSON, ;;,C. yEF-IL �fpR�tt �� CONSULTING ENGINEERS r1 C1 R.[Si PORTLAND OREGON DAB r► ti � a WIN> �, �-J' 40:/0 - _ 40 Dnp A L L- c- L-L � Z0 L)-t V-17 7• Co _ -&. Izr7 (.33 oK p �E ''J��SY��+4036)C� ��/fix 12 X � • � = 22 'PS � � 2�jX � •33 0 I'� R rsp�E 2ND F=L,0 ; 2.6 OTM = r5ry20 All = G, 0720 # YF 1.1 _ (`%U71-0 iK I• - 2''.-� i0� �8= %'1�GJ -9 4- ' a F coo 55 vJA,v, 440 Pl. or plDf AAM 1 4 4 0 ND`t�ouln� PO P.D• = a9Zrr -3560 s 4(,-45 `'�Op iz C7,rT V55L,0 1.3) + 40aP I"7 X920 -it � r-M = (572D + &VO) C Imo/Z,) _ 496,&,6 .,- JP 416,aOM61 260-7707 At . X06.5 WAV _ 61 27- r?,0 5Z hc- of YF:A = 1440 X z = 2 bSJ 109 YL A$ - I�j843 'z°ocoy. I, 33 = • y9 ve r y� r.r:o•. 'J� JAMES 0. PIERSON, INC. ��-�- �l.l -LaCONSULTIN --ryT t / '4rR.`tA+ w E o� PORTbol• LAND ENGINEERS - r Lb T,M = 951� X 3 r7 t 403-1 0 2"4-07- = 34 00 P D ��?'- L► r"T =CCr40U8'O Xl. r'l,� - ��•S� �� = CZ 120 � -_ __-- ----- _..__ (LIX 34 � = I �orj92 1440 r 3 LO 9 �2 r .q�,= 3. £� 0� 20000 �' (, r33 � 1• l9 �„ EGF-; -SOOT IN el , S3F + 40'�'D +k -p "-7 00 1- 9Co?�> = 13 z552 � I vJF,�vS < �Ix34) l '2 -+- � a ) = 199lo4V4 1490 ( 3)( 1 D) r 57(06c3)('L� = 1 �1 �0 _q 1sM -fjON�� 3)(I r 1 _ �� -00 tl j r-r FWAvvS 11- /2 -� ICY7X f�X �o 7 _-- G! / K Mlo-r M - 4 4 /(o 40 3:'!0 r2 � A - pF--Ae1�TrV T 5 GJ = �•�i P : 8080 ,�r _�� Project �E� 1 __ IH–J =—...- 65 T r 3. tar: • `e \� JAMFS O. PIERSON. INC. 1 �f 0 CONSULTING ENGINEEDateRS �� De N_L5j PORTLAND OREGON - L � 'PS-51 C-1 N 5�eAr, W A U,h coNT a WPcLL V = 6-740 G r-06 1w rA Co0 st - - s ,sp Mr. 4,46o0 4r 2r p f=L.r- V . 459e?9'7 240!,O J'r :E.v civ" 5 Z4,1 o/C. �g �ovJ ztv voor� M,�lX -j+► '�. 5�-_ 2-4 0Co0 X 1• /1 S1C. 2 X 12 2 'fig 1 2 ci X, . 33=33 OK 2487?- � (,4Go A-s = cog e4/ 20000 X 1.33 = .2 Co u" - 1 9 @ 6pff-v I NG, . - &9 e4- z444 - 4 540 st ,- 4W/Zz000xi•33= 0-f7 - - tf 4 A P-r1 E i~ `Z, 2 N D �'L-4X Y 64(00 O-CVA _ (8-740x23-t &46,0 -1-737'Z- ' ? M, sm \3C.4 5)1-17-= 1 -7 1�P1 kV-"Ct7?372 # 1.r7 - 1?0�0)1•go5 X 5 a �3291� -Z x;04 A5 - Z37.96l-LWlX I. c ore,\)INL/ - — - -J- 3rL1 5244 sr Cp -AT, Project r657•y\moi'-� 4. •�6/>!�l2 ' cauo� _T"7JAWS 0. PIERSON. INC. '/—:•r-L.• 1J.�iL�1�.11�t-'N� CONSULTIN 3 ENGINEERS 0.Vb** PORTLAND OIIFOON OJ A, 17. ''� C IST. F LOoY M = [.x-740 X 6 X (Z4-tiz)� 149 72 J� -`C'- 14� C27 Z X 1 C -- 2�,9 2-0j) /• 5 x 5 = 4(a' 9 0 a 1 -79 �{o(r�0 — 17�j00 = 29190 I1) 13/P 434 u %�M = (�o►Ox IY/2- cbX (p to :9-�2 t 43z6x G t 4xC., X 01, DPF-NI N 67- ^ tCn"14 3 4 �c 7 5 - va; �/t> -�5 = .1 .83 is 2- -a 4 - C� c1J� ? L-4F i ©-T-M = 1.3 >( 23 .r. Cry# rJ�! I Z) ('3�I Z) �� 1 t C.,$ 1 rn = ( 140 t X Z/z) t z 4 x 49 8,7 13 P L,c-- 7,o-z 13 = �;-7 It i. &2? Project � 57 IC �)(i►/C�1 �e•/�'��,;.'T� �.�w+„ JAMES G. PI:RSON. INC. CONSULTING ENGINEERS J /' PORTLAND OREGON Date o z M X740,X 3r-jt G46J2x(7-4 tlz✓) ,�M = � •2ir-,d ?� � ��/�_) •�-3 � 432o Xg —_-�8��.5� � ' - - S-rJ 3--X n 4-7 00-7 C7 , .__�� u�, @ oP��-�� G•�jX�3fi4�o -- zs�3s5)/t �•� �•� �z�� f� 47270 /1. 3' /^Onn--) - r•77 t7 " 4 - # C Hf r- C t=60-z w N Ll 0--v = zep74 + t 104(o 157) 44-0 23'-d' L-oN,� 2•M. — 'L � GjO XzI �C 1 • � - 3a46-A+5 = 46a) 58/ 4 - wAwt 4320 �( 3X of � 11 X0(040 xJ► gg�M �h:.'t� �t) �C?ICIO ) ( Z--�-+� = Z9G -766 Ytr �+' aF coos; wa (2X tGlO + 03) X Z 3`/z 05igo0 ss F7;7 R�Ty W�} ✓v oTM/ien� 1'211(o034445 = I CoZ • 5 c� �( Dr—Aeq I - (? iC00 F L>r 63740/2-6,19 - 1-1 . 10' o B 2 - 2ND t s9V. L= ( 40Q/2P� - 2 I _ Z' Q/�� - 7,1 e--25i `rf� ago, ��,i•�� 5��•rr. �♦ ProJAel o•r,a. roruw JAME!; G. PIERSON INC. �.•1�t (^ tf `t�k r 1��_� E-I Cil lrr,�•�+d!, •�fpR 4� � CONSULTING E.NG.NCERI PORTLAND OREGON Date GoN'C . 17 0 4 t o � -To-c• - -_---- +,2,) = ZZ co72o �- I- -z2loiZ�• 7 34 X360 L:4-�. VJ ✓✓ :f 4� J 4 y �' IN X71'4 = 4-7, ) t 314 , 2lyt Project ,^ W JAMES G PIERSON, INC I t CONSULTING ENGINEERS Oat• •Eli At�.� , 'PdI.R,.�g��, PORTLAND OREGON �- 14 CONT• �;t li--ov-CSD c 1. /'., �4 BE-c-0vJ znz wt� X Y•'�/ZO X IZX 4fii,�, ZGf,C I' 31 OT` �H r-- 0,,1;5 P- TO r H I N�� 2 15;,c) C 7.o)Z/2 + 44 \,Ir (5 o5i /. - -7'jX�Q = -7710 a i Q'CM = `7 r245 E L� (-Z--1 -+ ' c:;) = 5�:a4.70 �# t -,F,-5'S IJ f �rr y �5" _F=T(I , ZaeO #� , �' o� C. � � c�✓��✓y s.�'"Cj9500 QTc STI:VT r _ @ cAof-- F _ � 41 — 20 X ZtFj = 3 64-5 4 �Nv 3p P_ `• E Project •,7 JAMES O. PIr R;.ON, INC. lA �_L.�_—��1 /•["i �M G��n si� rr �fyR lA N`��li CONSULTING ENGINEERSt �� LSA PORTLAND OREGON DAt� 'Ft l,A'f�S?A1. 1.l}A� ,�.�Lys�� ANY• - 5 i GI N VAL111 Ci = (o; p•. V .= Z3 0 o ss 1 -706 2 NPR - - �700 5706 I f C2 4 •fix Co = �b•p�� <. 25 1.33 0� a.T I-7�0 ( z¢ t 12) . %41-700 4F > 41700 X I • 6{'� A10 u LIST• ?�✓l�vJ ( t/ V\J A"L-L ^irL �•�CJ 4f � -j 14 C It; 3� � IAc, # 2Na \o�j 4c7 SOT' - - [ �' �>E l p 5�-�j X! •f/I Z x!a� 4 I Z = 2�• 2 < 2 C:7 X I. a�5 OL�✓1 = 425�j �3c7) + 3i4�Cz4tIZ1= + ��a X (o I Z� _ 3O 9 C� 00 st UpL1�T (-Z(0 S 1417X1 /Cj ��(� yCo00�,87 (1M): 2 - tit 4 GK D Project ,f,OINf• 1 6S7 -.. JAMES O. PIERSON- INC. M[ilM ff•f:0+ �./ / ��rA�fA••f CONSULTING ENOINEEII• fii Mn � � r SCJ POPTLAN.. ONEOON 1 GENERAL-STRUCTURAL-NOTES: DESIGN LOADS: FLOOR LL = 50 PSF PLUS 20 PSF FOR MOVEABLE PARTITIONS CORK I.DORS, STAIRS & EXITS LL = 1Q0 PSF SNOW LOAD = 215 PSF WIND LOAD = 20 PSF SEISMIC UEC ZONE FOOTING DESIGN SOIL PRESSURE - 1500 FISF ASSUMED FOUNDATIONS: FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL A MINIMUM OF 12 INCHES BELOW ORIGINAL AND 18 INCHES BELOW FINAL GRADE. NOTIFY IF SOIL CONDITIONS DO NOT APPEAR SATISFACTORY. DO NOT EXCAVATE CLOSER THAN 1 1/2 TO I SLOPE BELOW BOTTOM OF FOOTINGS. BACKFILL ALL PIPE TRENCH AND OTHER EXCAVATIONS BELOW FOOTINGS WITH COMPACTED CRUSHED CONCRETE: THE ACI STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS SHALL BE FOLLOWED EXCEPT ITEMS SPECIFICALLY STATED Ol-H-RWISE. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 2E DAYS SHALL BE. 3000 F'SI FOR. WALLS AND SLABS 2500 PSI FOR FOOTINGS MAXIMUM SLUMP SHALL BE 4 INCHES. PROVIDE KEYED CONTROL JOINTS FOR SLABS ON GRADE AT APPROXIMATELY 20 FOOT SPACING IN EACH DIRECTION, OR AS NOTED ON DRAWINGS. SIDEWALI:*.'S SHALL BE CONSTRUCTED ACCORDING TO LOCAL CODE AND SHALL HAVE DEEPLY TOOLED JOINTS AT 5 FEET MAXIMUM, WITH 1/77 INCH PREMOLDED EXPANSION JOINTS AT 30 FEET MAXIMUM. CONCRETE-REINFORCING-STEEL: REBOR SHALL ---ONFORM TO ASTM A-615 GRADE 40. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. PLACE AND SECURE ALL BARS PER ACI STANDARDS. LAP SPLICE ALL CONTINUOUS BARS A MINIMUM OF 30 DIAMETERS, OR AS NOTED ON DRAWINGS. DOUBLE BARS IN ALL WALLS AROUND OPENINGS. PROVIDE all' -O" X 2' -0" CORNER BARS OF SIZE AND SPACING TO MATCH HORIZONTAL BARS AT ALL INTERSECTIONS OF WALLS AND FOOTINGS. PROVIDE FOOTING DOWELS OF SIZE AND SPACING TO MATCH VERTICAL BARE IN WALLS AND COLUMNS. STRUCTURAL STEEL: SFRUCTURAL. BEAMS AND PLATES SHALL CONFORM TO ASTM A-76. PIPE COLUMNS SHALL CONFORM TO ASTM A-5='. STEEL TUBES SHALL CONFORM TO ASTM A-5oo GRADE 46 KSI . BOLTS SHALL CONFORM TO ASTM A-307 AND SHALL HAVE STANDARD CUT WASHERS WHERE BEARING ON WOOD ( INCLUDING FOUNDATION ANCHOF, BOLTSi . DETAIL, FAPPICATE AND WELD ALL STEEL MEMBERS ACCORDING TO AISC STANDARDS. PROVIDE ONE SHOP COAT OF PRIMER ON ALL STEEL MEMBERS AFTER FABRICATION. GLUELAMI_WOOD_MEMBERSi GLUE LAMINATED E:''_AMS SHALL BE INDUSTRIAL APPEARANCE GRADE DOUGLAS, FIR COMPLYI14G WITH AITC' 117-79 DESIGN STANDARD. FIBER STRESS IN EMENDING SHALL RE Fb = 2A00 PSI . GLUE SHALL BE OF A WATERPROOF TYFE. MULTIPLE AND CANTILEVER SPAN BEAMS SHALL HAVE FULL SI-RESS CAPACITY AT TOP OF BEAM WHERE TOP IS STRESSED IN TENSION. WOOD. LUMBER GRADES SHALL BE AS FOLLOWS, EXCEPT AS NOTED ON DRAWINGS: JOISTS, RAFTERS °•: 4" NOM. BEAMS, #2 GRADE DOUG. FIR POSTS « 6" NOM. BEAMS #1 GRADE DOUG. FIR C X 4 STUDS STUD GRADE DOUG. FIR 2 X 6 & LARGER STUDS #2 GRADE DOUG. F"IR BUCKS, BLOCk;ING & BRIDGING #3 GRADE DOUG. FIR PLATES !< SILLS ON CONCRETE P. T. DOUG. FIR " X 6 DECF:l NG COMM. GRADE D. F. OR HEM-FIR PROVIDE SOLID BLOCk:.I NG FOR JOISTS AND RAFTERS AT ALL BEARING WALLS AND BEAMS. PROVIDE BRIDGING AND FIRESTOPPING AS 'REQUIRED BY CODE. C. PLYWOOD WALL, ROOF AND FLOOR SHEATHING TO BE STANDARD GRADE WITH EXTERIOR GLUE. USE EXTERIOR TYPE PLYWOOD FOR EXPOSED LOCATIONS SUCH AS SOFFITS. SEE DRAWINGS FOR INFOR11ATION ON PLYWOOD INSTALLATION AND NAILING. REINFORCED_HOLLOW_CONCRETE_MASONRY. STRUCTURAL CONCRETE MASONRY UNITS SHALL BE LIGHTWEIGHT UNITS CONFORMING TO ASTM C-90 GRP:jE N-1 . Fm' SHALL BE EQUAL TO 1350 PSI AND SPECIAL INSPECTION SHALL NOT BE REQUIRED. MORTAP SHALL CONFORM TO UBC TYPE S. AND GROUT EFIALL BE HIGHLY FLUID 2000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE USING 3/8 INCH MINUS AGGREGATE. TRUSSED ROD REINFORCING IF SPECIFIED SHALL CONFORM TO ASTM A-8" AND REBAR SHALL CONFORM TO ASTM A-615 GRADE 40. MANUFACTURER_DESIGNED_WOOD_TRUSSES: WOOD TRUSSES SHOWN ON THE DRA141NGS SHALL BE DESIGNED BY THE MANUFACTURER TO RESIST THE LOADS INDICATED IN THE DESIGN LOADS SECTION ACCORDING TO ACCEPTED METHODS AND STRESSES AS APPROVED BY ICPO. PROVIDE A MINIMUM OF FOUR SETS OF SHOP DRAWINGS FOR REVIEW AND SUBMITTAL TO THE BUILDING DEPARTMENT BEFORE FABRICATION. MANUFACTURER SHALL INDICATE ALL NECESSARY INFORMATION ON ERECTION AND BRACING TO PROVIDE FOR A SUITABLE INSTALLATION. REINFORCED HOLLOW BRICK MASONRY: STRUCTURAL BRICK: MASONRY UNITS SHALL DE 4 LA—ALL TILE" OR OTHER APPROVED EQUAL OF NOMINAL DIMENSIONS AS INDICATED ON THE DRAWINGS, COMPLYING WITH ASTM C652-1113S—SW AS MODIFIED BY ICPO RESEARCH APPROVAL #273c► FOR HOLLOW 9R I CI . BRADE 1, TYPE 1, H8000. SPECIAL INSPECTIOff' SHALL NO BE REQUIRED. MORTAR SHALL CONFORM TO UBC TYPE S, AND GROUT SHALL BE HIGHLY FLUID PSI MINIMUM COMPRESSIVE STREN&TH CONCRETE USING INCH MINUS AGGREGATE. TRUSSED ROD REINFORCING IF SPECIFIED SHALL CONFORM TO ASTM A--H-'. AND REBAR SHALL CONFORM TO ASTM A-615 GrADE 40. mmmm§LMRALZRALMMALM-RANEEEA-NJLMRMLAU 44jalat4n,-Fife District.! ".3 i 'tin. (_)rr,qon '97062 or I,(),lo o82-26U i SUildlnq Wm!e� I I Purtmali, lu S-lion(s) of adopted code the following it(,,m(s) require correcting; Al 7 -AJ 4 j j4 U 4L L L) OJ Pj f W, L Date: FIIFII)PCtf)r CALL FOR REINSPECTION OR 131)ILT)ING DEPT� 300-1,4i INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639.4171 Type of Inspection � "✓_� Date Requests-d_ _ 3 i Time A.M. P.M. Address —--- t7 — — Permit *—'5 7 Owner Lot # { _ -- Builder 1�— The following Building Code deficiencies are required to be corrected: Presented to Approvpd Inspector [ DisapprovedIJ D.to CALL FOR REINSPECTION L-7 YES L] NO IL— - -i. CITY OF TIGA RD No. 22734 13125 S.W. HALL BLVD. P.O. BOX 23397 Date —_ TIGARD, OR 97223 Name �.ddruss 1 I Lot ____ BlocklMap Subdivision/Address Y Permit k's Bldg. Plumb Cash Check Sewer — Other Other — Rec. By Acct. No. _ Description r _ Amount 10.432 Building Permit Fees- 10.431.666 ees10.431.666 Plumbing Permit Fres —_ i 10431-601 Mechanical Permit_Fees 10-230-501 State BldgTax 10.433 Plans Check Fee 30.443 Sewer Connection 30.414 Sewer Inspection 51.448 Street Syst. Dev. Charge 52-449.610 Parks I Syst. Dev. Charge 52-449-6201 Parks II Syst. Dev. Charge 31 450 Storm Drainage Syst. Dev. Charge 10 430 Business tax 10.434 Alarm Permit 10-227 Bail - 10 455 Fines-TrafficlMisdlParking _ 10.230 CPTA TrafficlMisdlVic. Asst. I 10-4;,6 Indigent Defense F 30.122-401 Sewer Service/USA s7-122 402 Sewer Service/City 309% 30 X23 Sewer SevicelCity Maint, _ ___ — __ 30.i!5 Unmatched 31-124 S'.orm Drainage 40-47, Bancroft Prin. Pymt. — 0.4T1— Bancroft Int. Pymt. DEPT. �i� I BUILDING PERMIT APPLICATION DATE _,19 THE UNDERSIC NED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATELI BUILDER PHONE _ OR AS SHOWN AND APPROVED INTHE HE ACCOMPANYING FLANS AND SPECIFICATIONS. OWNER PHONE ��IIj14 OWNER Wel.. el Kuehl IO1 JOBADDRESS 6975 SW Sandburq Rd. LOTNO. 2SIN;I T� ARCHITECT BUILbER � �� ENGINEER TJ Dalkant:er _ ADDRESS _ ggmp _DESIGNER STRUCTURE L7 NEW f'RE_MODFL_ ❑ ADDITION_ ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE 11 DEMOLITION 11 RESIDENCE MM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY S2 _LAND USE ZONE - CP BLDG.TYPE 5N --v——�- FIRE ZONE— _PLAN CHECK BY TLP HEAT t nmant Tenant : Fibornet _- _ (mc��,i.ng Marr ?.rtd fa.oar t > 3xr] flaar) Suite 340 SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE yeti BUILDING DEPARTMENT SET BACKS FRONT _ _ REAR LEFT SIDE RIGHT SIDE Permit ao• `'D THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINEC IN THE BUILDING CODE, ZONING Plan Check 32.83 REGULATIONS AND ALL APPLICABLE CODES ANh ^aDINANCES, AND IF IS HEREBY AGREED THAT ",HE ---, WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Subtotal ?0.20 WITH ALL APPLICABLE CODES AND ORDINANCES. TW_' ISSUANCE OF THIS PERMIT DOES NOT WAIVE _ RESTRICTIVE COVENANTS. CONTRACTOF. AND SLAB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 2 LICENSE.SEPARATE PERMITS REQUIRED FOR SEW«i,PLUMBING AND HEATING _ _Total SDC-- By —� r3 t t PDCk APPLICANT OR AGENT - Approved T1!'Itt Receipt No. t3 A 8 - -- - -- ---- PHONE I I DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Permit No. Rouo-in Fixture Fi-al HEATING Contractor__ Permit No. Gas or Oil Itough-in Final SEWER Final DRIVEWAY Final Storm Drainage Main Drain)Final Sidewalk Curb&Street'sinal Approwch 131-13G. DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCU 'ANCY Landscaping Zoning Final vl rte �nrl� F TU 3 G�;�hICGrlO� P7 G G _ n � � �--- — GaNr•P-Cr� PPNC1.•• l.� Pc�o j��i �0�2� Pdfz i } Z.�u..� .34 4 P.!5. W/ � f'��.i►-1 - sEE �.�.1 •• � LF�c� -sEC P�1 a CVATIDI.I �IZu -rHrzw 5T "1. 5 —AL 2A uj � c CL Z Pj -Tit�C� T ❑ REVISIONS -- _ Southwest Commerce Center By - Tigard, Ose_ U—Orl----.— _ --- DATE . 288409-- JOB NO _ I(I�II MACKENZIE�SAI?0 , ,kSSOCIATFS. P C.. OPEGON _SHT OF — OW SW a",CPOF' S'Dc� v P LANC OPE:.. ?^ 9' • I5=1 224.9670 r ,► YAr,f..LSARO AiS[Y'AtE3 �� GKLNWMR JIMERMN'AAE# �1 +s �f EA. tii PE -- ftp 7YSTE M A-FP —"1goo, NGC-E'54A2.`� T U � L��l fes!�-.�.•��1� Southwest Commerce Center _— iTigard rgon �__ DATE 9 jos o 288409 1 MACXENZIE5A TO&ASSOCIATES.P C .OREGON y,T of I cnr Sw amtow)FT S-W-E- or-w--Afc CKGON 97m, f5m x.,•9679 � r�C�IMDI'Sri*O� .s1ACli��G �UI�T-UP R�'il..� WF,tL St r^P,�&oc-1 6 A A ,7 PGAQ. . � }'1...AJJ FSR S!�•�. ��r�G��2 -SSIMrc,04 vg 6R-Aw,E -T PURUg LIWE AT Mkr-W SlM 4WL lH. . - ::�.�,rz�+ . AS i�aUtRFD �R CA,L,91`•1. 'U9.uN To rU9LIN Ce.,*iW COMMERCE PARK TUALATIN n� CG►� "WI 289006 mACXZ-NZC SAtTO a ASSOCIATES,P.C..OREGON ' F�jl D•► 06g0 S w 9ANCAOF7 ST •PO gOx 69M9 �� PpA1UNG.CAECn''+•+ 917J�-0I..'^9•1507112�9570•F,ut(SQJ1229 1295 t__� .,��,�;,.,�nut..tn'� -44- -z 44- -z A lIPL-06, ViT 40lC�'�x lo" . Ww1owtpo 4� Tb -d - - -- . NON. 71-11�NK---. 4T4 -ILL 0 CL CL . ._. NIGI� SYR�LJ�TH i - - W iGr�l _._Slt MC1�lfJ� o+� 0 AEWWONS Q AVP DE?AIL 4/tM j Ay TIGAP") DISTRIBUTION CENTER PAC`TRUST MACKENZIE'SAITO a ASSOCIATES. R C..OREGON X*Poo 160012 L W0 SW 9ANCPOFT `_SEE' -,'IEC;ON 97MI (1.D1 224.9670 {- I i i i l� 8L'�-1z0OFTI�6' O`er 'SM: 3LCSSS T � iN I ' t D oR �HoM TC3 � - I I FIKM CF-A;ZING Q 5M. u5 FULL C�---- SEAT M II 1/4 5M FL.'�Cfz PLAN �IZF. Southwest Commerce Center TIard, Or_e on ---_� WTE I L1J-�a MArKEN?IE/SAITO a ASSOCIATES, P C..OREGON JOB NO -.28&402 X690 5+v Rw(f1pF' STAFF- or )P OW-C-C4 9'cUl (5M)224 9570 T-IT Of— -_ � r�CRE�+IIESARO l ASSO('jAT�.S,1G DIM�tJ�IC�r� 171 ?y r sly P T r rr11 <2� s►oma, � =—� - �;� I /1 Y 4 G I I! I � I L, bec TI F, %% 1. Zc) r r�r r a . WAW .�1� 1✓•�� i V C, 1 i d I i t IIS �'A SDA �E'--r�a��-► � �I �r��`�� C — f�C(� -- — -- --- eV DATE w - MACKENZIE ENGINEERING INCORPORATED JOB NO 0890 S W BANCROFT STREET PORTLAND.OREGON 97201 j5031224 9580 SHT i'`-) OF P O BOX 89039 PORTLAND.OREGON 97201 FAX(50312281285 ��IWALLZRIGHTSRFSEA EIOrORP7RATED 1/4 ,1 Poo I 'v 71 $ ir � 6 1 Z:, O o 12 �/4 x vwAl) 3iill, c 1 NEt,� W�1.v STLI p�� _� - — �- G1G• ?d.Nit" A Y ��CARat� � �'�� x �I�,� io.��►I 1�F "7 REVISIONS Southwest Comoerce Center _ SY R--------- Ticard. recon __ 288469 Joe. �. MACKENII"AITO&ASSOCIATES, i-,�C .OREGON of 5NT J69C cry 9�NCA0�' STc c• ap'�JUC CQEC� 9720, ISM! 224 96'0 I .yo�cuTt• �C rAC�t�nI�AO ,» t, •r...•q tri rrw�" IIIIIIIIIIL"o-WALIM-UL•a •v rti l°1W1•J ST(a23 G 45' max. �'/� n" (:;.L. \_ !z1 �Ir-+rso� iii(.ZIS 014 x 40 xGL MAO ,,/211 t + + T'(p, COL. c.kP � I z i C L, DATE (i — JOB No. LlMACKENZIE ENGINEERING INCORPORATED 0890 S W BANCROFT STREET PORTLAND OREGON 97201(5031124.9580 5HT pa BOX 89039 PORTLAND.OREGON 97;:01 FAX(503)2281285 M�CKEN,iE ENGNEERiNG NCORVORATEC LTJ GNTS RESERVED i MIKA XMKM.MOUL�- � m 1 � Ei.L. g EA t + I I � 10/4 X 4o.17n C L JSEAr1 7'12- Y4 x Is I � I I 4 G : M Y By DATE Q I I LID MACKENZIE ENGINEERING INCORPORATED JOB NO L 0690 S W BANCROFT STREET PORTLt 'D OREGON 91201(5031224 95W < P O BOX 09039 PORTLAND OREGON 917.1 FAX 15031228 1285 $MT OF u ALL ��S��SEQ E.NCJp°.JgArE I CL LE GC c0 510UGE f- R- A -TN 4- DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. 0690 S W BANCROFT STREET POPTLAND,OREGON 97201(503)'-24-9560 SHIT OF _ PO BOX 89039 PORTLAND,OREGON 97201 FAX(5031 228-1 285 1dAEHTS AFSEIR EDICORPORATED 0 ALL RG GL �Ehr1 Ala0VZ ---� i EA, d By DATE ---- JOB NO._ `_�— (� MACKENZIE ENGINEERING INCORPORATED 0990 S W.BANCROFT STREET PORTI AND,OREGON 97201(503)224-VJ80 RNT OF_ P 0 BOX 99039 PORTLAND.OREGON 97201 FAX(50,11128-1285 MAGNENZIE ENGINEERING INCORPORATED I c'•990 ALL PiGNTS°ESEAVED I r r 2 'r3 r,ra - 7 I IIIA'` S X I_ I / By ' DATE ��_ ✓ -- MACKENZIE ENGINEERING INCORPORATED .108 NO 0890 S W BANCROF'STREET PORTLAND,OREGON 97 201 15031 221.9580 SPIT ` OF P O BOX 89039 PORTLAND,OREGON 97201 FAX(503)229-1285 - -� fDC 990 AL�LZRIGH ENGINEERING RESERVI�NCORPORATS J ( I II L• d T-01,; G�7 IOM By DATE _---- ------ ----- JOB NO MACKENZIE ENGINEERING INCORPORATED 0690 S W BANCROFT STREET PORTLAND.OREGON 97201(S03)224 9660 SHT -ie-LL OF P O BOX 69079 PORTLAND,OREGON 97201 FAX(503)228 1295 1 ---- MACI'Z EHC' FS tiG NCORPUAAIED �� X990 ALl FIGHTS RF.SEW�EU I A I � ► I Dri A w -4'-V r Ely ( n� r C _ DATE (" MACKENZIEc ENGINEERING INCORPORATED 0890 S BANCPOFI STRIEE7 PORTLAND.OREGON 97201(503)224 9580 SHT��OF P 0 BOX 89039 PORTLAK 0,OREGON 97201 FAX 15031228 1285 -- MACKENZIE ENGINEERING INCOP:'-,RATYD �'+990 ALI.RIGHTS RESERVED �L 111 Naz 3/4 �pNG. WPrL� PANEL �� / J13 __ By �-- DATE -— ----- JOB NO. MACKENZIE ENGINEERING INCORPORATED QW ofS90 S W BA NCROF7 STREET PORTLAND,OREGON 97201 15031 221 9W, SHT �^�OF P O BOX 89639 PORTLAND.OREGON 97201 FAX 150312281285 M--qCKcNZ,E ENGINEERING INCORPORATED -�+990 ALL RIGHTS RESERVED +� � I �. PA-!4 b aK ti.' ' _TYPE g !ONh�, 7t�P r WALL ( �NNc�T�ur-I 1 —�__- By r+.f �J 7/- — -- --— — — —— --- — DATE I MACKENZIE ENGINEERING INCORP O- RATFD JOB NO 0890 S,-) BANCROFT STF'[ET PORTLAN D.ORE„ON 97201(503)224 9580Z P.O.BOX 89039 PORTLAND,OREGON 9'201 FAX(503)228-1295 SHT __ OF___ 1dACKENZIE ENGINEFRIN*;In_— 90 ALL RIGHTS PF-S RVcDCORPO♦',aTEL � # /'�'a/ - l_� - -- — -_ . ---j-— - � �4 � �--"'' r 1-! ��% 3G.0' � I I � �� 6 __.1___�__ - ------ --1.---- .. 1 � . � �. G� 1 ,_�(--3T�- �(7� KEYNOTES t 1. 5'-0" CONCRETE SIDEkNALi,/ 2. LANDSCAPE AREA TYPICAL 3. HANDICAP PARMNG SIGN PER CITY OF TIGARD STANDARDS SEE DETAIL B/CO 4. 6" EXTRUDED CONCRETE CURB TYPICAL 5. EXISTING CURB CUT 6. TRANSFORMER ��__�.___,f-_._ 7. BIKE RACK -- SEE DEFAI_L 5/` CD, fv11N. (12) SPACES 1 APER EXTRUDED CL+RB AT DRIVEWAYS TYPICAf- TAPER TO ENO AT PROPERTY LINE AT SIDEW,NLK AND DRIVEWAYS 9. INTERIOR ROOF DRAINS 10. 6'-G" CONCRETE WALK 11. BUILDING DIRECTORY SIGN i