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15875 SW 72ND AVENUE BLDG 215-2 w -- 00 (FF O H 1 tn ! I I Fq0 o � C tn rm I --1 cc '4ATERI Ii — '. _WEA I I � O T tj 1 1/2" 0-0 P-2 P_� 90ILF_R L� II r SEE 18" Ipl _ I III- � I I • N 2 1/2" _ a' x " 2 1/2"11 --- I CHEMICAL EXP 'ANK I FEEOER I – ( I T TA+IK •i,• , l7 --- 0 — — --- 06 1 __r P-1 P^2 I ` \J J I o m 0 C. W. SACKFLOL/ � 3" I I – (Tl .� , 1A AP® TO I-OOP I ! I 0 3.. �! I I I N NIN = 0 _ I I to H II --- -- --- J — i U IN 4 0 4 w _ I a 4 � � � re S �' STEM D E T A I L ' � �-- � m O i �vI II I � o n o z. I NONE a Q tL \ z 1/2" J /-----. V1, H z I Ln � LL ( I EQU I PMENh' I -- I = 1 - -- / I w P1 . P2 PACO PUMP MODEL *10-15501-100061--1561 I // � � > LJ 460V 3PH FLA 2 . 8A 2HP ��' Q Q TOWER MODEL VFL292—H SPRI _� —_J _ Y FT.,ARD � � `�1 z J ! -- - — �I N _j —� AY PUMP 960V 3PH 1/2HP -� --- � Approved.. F A V I MOTOR 1 4 5 0 V 3PH 7 1/2HP I �-� I � Conditiona y Approved . Q � N y FAN MOTOR 2 460V 3PH 2FtP For on the wcr ^:, 3 iiJpd _ O PERM T NO. __ See lettar to:Follovr.......I .....� .. ..�.................. .( Attach...... ..................... ............ .[ r � Job Ac! re Sri -Z I 1 I Hy: 61/��- w �-- — -- — - = T;k L� O r w � -J� w O w I1 r LL a. to 4AlWIN VALLEY F! MARSHAL OFFICE �_� CAO : ( 13 ) : 12679 rA— FT T L 0O RP l- A N_ -- HVAC A 'F'I�:�VE1 ---- ---- CONDiI'IONALLY APRIOVED . . . . . . PROJECT N O . S C A L_ E I / 8 " — 1 ' — 0 " APPPOVAL. F Pt ANS Is NOT AN APP90VAL OF M G7WS`JI"lN;, `N OVERSIGHT9. SHEET NO . SCE r TA 'D LETTER . . . . . . - 1 0 13875 SW 72ND AVEHUE t ' •+n:?F'x rv1 _ r DAT 1. OF 9 _ OF IF THIS DOCUMENT IS LEES ' � ' II � rIII � I � II IIIrlI'IIIIrII IIIIIIIIII ' I i I771� I III II III IIf 1 l iTi 11 III I�1 1�1 III III I I III 111 1�1�i(1 1�il1II 1111111 III IIII11111 � OCTOBER y r,p r r LEGIBLE THAN THIS NOTATION, L - +1� I I I I ! I I I I I I I I I I OCT OBER 2 V _7 8�— 9 lUI 11, I 1� 3 IT I DUE TO THE QUALITY OF, - -1 - - -- --- - ----- -- L__. -- I'HE ORIGINAL DOCUMENT. ' I I I ZIIII�I IIIIZIIII�II(I1IZIII _lllllll (I , 4,t_i • AI _ ibT� Hill1111 8 i i L IIIIII1� IIISIII �'l ll8II1II8II�IiLZll�ll9lllI�IIIII1111 I Illllllil II IIII►IIIIIII,I IIIIIIIiI,IIIIIIIIIIIIII� IIIIIIIIIIII IIIIIIIII IIIIIII�TIIIIIIII VIII II �� ( I I Illlllllllllllllflllllllllllllllllllllllllli�llllll�,IIIINIII , �w '4 Keynotes: �, � HJ I, FIRE i,.i12nP A.-L EXPD�oc•D GSiEEI... P�L�Qr'I� Af?X�'�/� �Gtaf�.�-t' �r , G o 94Z ry o 2 6�E.:I= C7 ETA I L. 2� - II a _ —__-__.-- - _ - _..__ -- --- __.-------- ---._--------- — -- --------- --- --- ----------- ----------- --------- __--_ _-- ---- 2, 20 t�I N. �c�(� ���� ��--,_.J-----_�--�`�- F ESA, 51 5rE SHAT A2 ALT. MGT Ap Fo9 rALA95 Ir-� I•NIC Co2!?I00�� zt FLETUk-N T� �JAu., Ir11i�� N.` � �II� 7� �� G�I-IlrJuo�l� I -H W T U N N C-,L U H (24 ) I I w.,...T• �. N�I,J �_��.UM N �- �(��T I N� , << �E J G-1"�1 L `'�/A 3 LU K\ LLIQ �'•y:Z�::.• { Gil V l- C� � x I / f `L L• \ O I. : 06J; Ce F=AQ e�.R�� PER wv� Q -(�=� I I� �Y� r-�• To U N L- & I L;)r,- cv F '-ter o.I (:�- Fo(L P�V M I hlGa 4 ), S O ��-LA �� Legend 1 ,�,1, IM ( N E I- Hf� L-Jf•�l,L��F-U t, H1. JN �.E G��ll e TUNNELLO ) } tYS V Lcz ee eeeeeeeLee l { � I � I ee fe �. � n��W W I V :•i: ,,yy;{{� — 1� : •: I :i• 1- x. n �ry 1 :•t:'; Vl I ^` 1 t! .iJ - — I A C� .. ..... . . . :: : .. . ....... mr► �--- Tu N tJ EL ........ ... ........... ........... :.•. 3'+v 5 k-1,41 u7oG � C.3 N MEN -� I�Yr T Jr .............. ai 111A- 4IJ n I4'• IG 5'-5'� Flo'-2' ►v , , �'_a-rl -� I �'-��' �'' ' � ro cm 1 2 r Ar -- - - - I I .............CITY OF T: A:R97..................... FT Approved •[ I �` —�{— O bJal Conditionally Approved .......................................�, For only the wo sa d s b d In: / 1 I _d PERMIT NO ����� ��r/,1�T Secy letter to:Follo�,�. ............................................ .I 1: 'WIALAfIN VALLEY FIRE MARSHAL OFFICE CONDITIONALLY APPROVED . . . . . . . Ij �� ' APPROVAL. OF PLANS IS NOT AN APPROVAL 0� II — / - _ oats: '•.�4:2yy QMISSIONS On OVERSIGHTS. 4 I _J I- �'-gl r f:E ATfA E i TER. . . . 13 - I �•r� 1 , --- �- - I-Zq NER DA.T6t�1/ I '`�� t��, ,.�Ap - 1V 1 j o°'onTc77w�r� -- + � 4'1 �►�� v OFEGON Bt15WES9 2-'28-90 .. ..,... PARK I ... .... ...... ::.. . . OF �OfV � e ,� C I ..'. ° e o B K M M I{ 3 I 7 DOT ::::.: ' ....' 'PARK IR•....... ':::-.... ! ' FUTURE d ..:.:......•.,.:. :':':':':.:':':':':':':: .:.: ......... .. , BUSINESS Ell,/ :..'.'.'.'.'...' �;.✓'' e ' `� rs. PARK I .-) _ j o 1 ''RlfIAE�'' •, I&E MOMO A STORAGE ■7 ° '.O�VB.G�?lT; OMNI PACTFAZT H H F� elw o,.n � .S Ov4 P1, BUSINESS Area -- --- ----- MArK(N)IE'SAIM &ASSU1:IAIES •( - ---..-` � of Work � �' nI I RI.w'S RESERVla First Floor Plan N r rr r ar rI► e /� North I AS SUBMITTED FOR REVISION TO PERMIT 3/ 21 /90 I� , 288422.06 I S I I i I i I I I I (7 I I C I V I I I 1 1 1 ' 1 I I I I I I I I I I l l l l l l l l l l l l l l r i r l l l l I I l r l l l l l l l 1 1 1 1 1 1 1 1 r � �� v IF THIS DOCUMENT IS LESS I ! ' I I I I I I I I I 1 1 I I I I I I I 1 ' I I I I 1 1 1 I I l �1 1 I I I �• I 1 ( ( I I I I ! l l l� 1 4 I 1 1 1 I I i I y OCTOBER 26 „� 9 LEGIBLE THAN THIS NOTATION, I-_ —� �_--- 6 –_ �]► 8 I 1 1 I 11 I 12 IT IS DUE TO THE QUALITY OF -- --- �__ L —� —_—� THE ORDINAL DOCUMENT. -- —fiIIIIIIIIII -- _ _ _ L' 8Z �f3Z LZ�9 4Z EIiZ 02, 8I Bi LI 9t 9 [ 6i t;i Zi I it i d L � 9 I 41.111 !III IIII IIIIIIIIIIIII!III �I Iillllllll��ll ��II IIII IIIIII'II �II� TI I IIII IIIIIIIIIIIIIIilllJ�illl IIII IIII IIII�IIII ►ll ► I�N11 �I 43 HVeh - _ _ I rr V 4 S a� 14 N N VOW INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 'Type of lnspectiorr,.�_Z��7- '—)- / - C:;�, Date Requested e Time A.M. P.M. Address Permit Owner 25. Lot Builder The following Building Code deficiencies dre required to be corrected: L6,—K--6�!� Presented to Approved Inspector Disapproved Date CALL FOR REINSPECTION DYES ONO .y;,•..x•�,�""'y�"'�I�"�>.'�"M'>q�,}onMwrw..'YK.'SIF'.,�y,�.;,+,'r'f��"'�wr"�4'ifq'+M'y�'�{w+dtpw�..rr•4+w"•w4�'M+ , 7 � TUALATIN VALLEY FIRE & RESCUE PvP�N Vq<� AND BEAVERTON FIRE DEPARTMENT F1RE MARSHALS OFFICE (503) 526-2469 [POSTED. AFB RE`'GJ OCCUPANT e r,,J� ` _ BLDG. PERMIT It CONTRACTOR i PLAN REVIEW It PROJECT NAME - —"— LOCATION JURISDICTION: 1= Be. 2= Du. 3= R.CI 4 T1 5:% Tu. 6= Sh, 7= Wi, 8= CC 9= WC 0= PIC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood Extng Systems ❑ Conference ❑ Spray Boorlt ❑ Ceiling Corel. ❑ Othe.r :aa� r�f . 49, ^& ,4.j Rem , � 3 00, - Inspector a Date: (� 4,v • _ OF PIPf'WENT P EC E I PT 6 -ATY OF TIGARD CHECK AMOUNI CASH AMOUNT F'PO'T(-..MF INCPAYMENT DATE . '.. : 06 5") 0. Ff:))( 51 1 V I''�I ON ; .,Ep-?!!; SW 7'2NL, #D-21 Ck-ACKAMAS. OR' F"All" puF,POSE OF PAYMENT p�tIOLJNT PAID r- CO-SE OF PAYMCIAT pi-pti ri-ti 2.6. 25 II P lam -- - - - -- / MECHANICAL_ � PERMIT aTY OF TIGARD �CM YA'OFTI6ARD PERMIT (w. . . . . . . : I`E(-,9O--011G COMMUNITY DEVELOPMENT DEPARTMENT 0010M I::RT.M. PERMIT 0. : DUC 0--0()f 13125 sw HWi aNd. P.O.Box 23347.Tlpend,tk.00nj�a+}8 1 76 D A'T E: I S S U E U: H G/2 2/`�W -- PARCEL: i?ral.li?llCw•L�0`.30i%) S ITE ADDRESS. 1.51:?`:3'.:; SW 72ND AVE #1'i.21.rc• ZONING.-: I_�' r��ANNO CRE F.-' . ACRE. TRACTS BLOCK. . » » . . . .. : LOT. . . . . . . . . . . . .. ..40 " : EVAP COOLERS:OOL..ERS : CLASS OF WORK. :ADD FLOOR FURN, . . . VENT FANS. . . TYPE OF USE . . . . :COM T HEATERS. . VENT SYSTEMS: OCCUPANCY GRr,. . :ll2 VEN'T5 W/O ADPL: DOTLERS/CiIMPRESSORS HOODS. . . . . . . : ri'TORIES. » . . . » . « -.2 DOMES. I:NCI:N: F E:L_L) TYr'ES ._....w.._............................ 0....3 IIIA„ .. ,. „ 3•-•1°5 HC'OMML.. INGIN: :/W)S/ / / R PAIR UNIT S: MAX INPUT t 2`53000 PTU 1.� 3(� III'.. .. „ " ;: rWOiIDS TCIVC S. » : 'IRE: LAMPERS"'» . :N 30•-S0 1-IP. „ ., .. 50+ rll'. . . . = C1-0 DRYERS. . : GAS PRESSURE. . . OTHER UNITS. -.4 NO. OF C1NI'T'>_.-••...___.._.._...._r..... AIR HANI�LTNCi UNT'TS F URN ( 1.00K D T'IJ ( :1.01;100 cfm: GAS OUTLETS. F C1F:11 ) ::1.0.101: D'T'Ll: > Lk?00( r.fm: Rema•rl•�F•a: Add ti eati.nla system laca:i.l.er, water tcawP-r., Bumf)<3, pi.pinn, etc. _ FEES C)wne•r;i ....._w..._.w_rr«.._.._...._.._.._«......_..--_..._._...._._.._......_..__._. rcet:�pt t:yl3e amat.tnt by date PROTE::I*IP ASSOCIATES, INC. f;RM T 41.00 / P» (:1. BOX 511 PI...C'K $ 10. 25 2. 05 CL.AC:KAMAS OR 99701`5 r ,. PAYI1 $ ,.,::3. ::30 J'LH OF.,/i:2/90 Ihrar�e fi: F.,`5"5-41K'I Ccint•rar..tcar: _..__...r._.._.._._.w_._.__._.».._._._._......._._. H. L. GREEN (:OMPANY, INC. 1.1.1 SW 'STH AVE, SUITE 2`60 PORTLAND 1:1R 1)'1201 � 53. 30 TO TAL_ I'hcane 0;; 2i'1 0020 1 ey ti. 4.1.328 REGUIRE:D :INSPECTIONS - _-•_w.__ This permit is issued subject to the regulations contained in the Ga'a 1 1.11e+ . nsp ns Tigard Municipal Cole, State of Ore. Specialty Lt,des and all other I`lec:hanac:a f� ...._..__.._-.-•.__.,.__._....«.._._w...... — applicable laws. All work will be done in accordance with Heat'ing 1.1 ri t T n s p _..__ ..........__....._.__._..._..__.w._ approved plans. This permit will expire if work is not started I`lis;r;. Inspection .._....___.w--------------..r_..........._ within 196 days o issuance, or if work. is suspfmded for more Final. I ns petz t i on _._.__ __..._._._.�...__,..--•••.--- than188 days. __r.w_._«._.._........r_.._.....r.....__..._..... .._._._......_r..__....._._....___._r_.._ Pce•rmi.t;tPc Si.gnatt.tre" __...._._._...�. ._. . Call fci.r inspec::tican - 639-.4175 I I CITYOFTIGrARD cm�—(*— AMD P E R 11 IT 0 V11 Irl 9 0—0107 COMMUNITY DEVCLOPMENT DEPARTMENT 0., DUI-90-0064 13126 SW HWI Blvd. P.O.Box 23317,T99fd,Or*Fn 97223(SM)639-4175 SW /2ND AVE' 2S1.12DC-00500 SITE ADDRESS- - - -' 15895 ZONING-. I 1:"ANNO CREEK ACRi-:,. TRACTS40 : SUBDIVISION- - . . - BLOCK. . . . . . . . . . LOT.. ........... I)TSPOSALS. MOBILE HOME SPA. C--'G- CLASS OF WORN. - %ADD T R('.. . WASH INC-) MACH. BACKFLOW PREVIA 5 TYPE OF USE- - - - --COM TRAPS. OCCU�,ANCY ORP. - :B2 FLOOR DRAINS- CATCH BASINS. . . STORIES- WATER HEAT ERS,- RAIN DRAINS. .. LAUNDRY TRAYS. SF F1 XTURES...... URINALS. . . . . . . GREASE. TROV'S_ SINKS. . . . . . . . . .. LAVATORIES. » . . . OTHER FIXTURE "). TUB/SHOWERS..... SEWLR LINE ( 11,) WATER CLOSETS. . i WATER LINE DISHWASHERS. . . . 9 DROIN Rema-t+. 14 f I a W -f-o-(, t)c)i 1.e-r :0-1 s t,-.%'l I a 0 I'l S: ...... FEES Owne-r". type AMOLO-It by date t PACIFIC REALTY ASSOCIATES, LP P,R MT 11 25.00 SW 5TH AVENUE79 SUITE 2950 SPCT $ 1.25 PORTI AND OR 97224 PAYM $ 26. 25 JLH 06/22/'J0 Phare H. 224-6540 C01-It-rac!tc7rs H.. L. GREEN COMPANY, INC. i.1.1. SW 5TH AVE, SUITE PORTLAND OR 97201 $ 26. 25 TOTAL Phone M. 221 -0020 Reg #. . : 41.328 RE[JUIRED INSPECTIONS This permit is issued subject to the requlatiors contained in the Tap—OLtt ....... Tigard Municipal Codej Stitt of Ore. Specialty Codes and all other Fj.nal Inspectic)n applicable laws. All work will be done in ic,:ardance with ...... approved plan. This permit will expire if work is not started within IN days of issuance, Or if work is jus,"nded for more than 189 days. .............. ..... ...... ------------- e 1,ni i.t t e e S I g n a tt e� Call -fO,r ii-Ispecti(jyj 639-4.175 PD PECEfPT OF FAYMENT PECEIPT NO. 9 .2 i lb 1. .,TTY OF *riGA CHEC,I.-, AMOUNT 5 7, CASH AMOUIAT r41ME s PPOTEMc, ASSOC INC.; F"AYMENT DATE 6/2d P D R E S I jr PC F.,0 X 511 C SUBD 1 v I S T 0114 5895 SW !d2lll,jD CLACVAMAS OR r4 7 1Ci PUPPnSE OF' PAYMENT AMOUNT 1"A T D PUPPOSE Or PAYMEIAT AMOUNT PAID 2 5 rjECFip,NICAL PE MEG,70...(),I 10 _,..41 . 51 . IBUILD PER F'I.,..AN ("JAECk FF 0 2 5 rorAL- AMOUNT PAID CIT Y OF TII ARD OREGON June 19, 1990 Marc Inness ProTemp Associates, Inc. P.O. Box 511 Clackamas, OR 97015 Project: Building 215, MEC90•-0116 15875 SW 72nd Avenue Dear Marc: The plans for this project were reviewad for conformity with applicable codes, and are approved. If any changes or additions are proposaed to be made to the system, please submit plans showing the proposed work. You may get the mechanical and plumbing permits for this project at your convenience. If you have questions, or if we may be of assistance, please contact us at any time. Sincerely, C /i ( .ti►� Ja 4 C Plans Examiner FAX 503-•684--7297 13125 SW Hall Blvd.,P.O.Boy 23397,Tigard,Oregon 97223 (503)639-4171 -- - •+�...:, .r,.. .,. .. ;�f,,,,;,��..�rv,+�*•'"u"-..,�+W.,�CI�..u�yy�Ml: `�,'. :..(, }y,�� .�3 � 1 / IN ''qty TUALATIN VALLE" FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT _ Q FIRE MARSHALS OFFICE R J� 1 ( 03) 526-2469 POSTED: OCCUPANT (J CONTRACTOR e ' /lJ BLDG, PERMIT 0 PROJECT NAME � 1'Ce S7 V PLAN REVIEW 4 LOCATION I S gY5" �.w JURISDICTION; 1= Be. 2= Du. 3= K,CC5!'"�5= Tu. 6= Sh. 7= Wi. 8= CC 9=-.y p _moo_ COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION '�. _.- ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (,Overhead/Underground) ❑' Alarm System ❑ Hood Sxttig Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other F' 22, z- I T- 5 -4, , 9 41 Us T z It gel _ � �� JQ 1 Dater c Inspector: `•.\ � U �,.1 41 JUI 1-12-19'?U 13:15 F Ri i11 1_L 1 I1HT E i,Ctl IDI 7 I Cil 111 IG_R I LD 10 f'RO1 E11F 11.03 r_neclrvr: g•10.011 Repiaces: 110-115-0 Special P • duat Closed Loop Water Source Heat Pumg System High tecovery, H'Igh Efficiency M Heat Ideal or Low Tempera.ure Systems Preva its Thermal Shock '' 4 1-10 RAYPAK WATFR SOURCE HEAT PUMP SYSTEMS WHY Rf YPAK BOILERS FOR HEAT PUMP97 No Can nation Anyt Tie a hydronlc system is maintained between hent its large volume of water. Typical water content Is tcmpnra res of 60°F and 90°F, cnrxiensalion at the a 624 M01 ti0iler is: boiler bo. renes a prime concern. When a boiler con. rlaYpa� Fin Tube 2 gallons donsate. snot is farmed and collects on the haat ex. ";mooth Tube 50 gallons rhanger, vhirh reduces eNlclency and aft9r a period of With the mere responsive Raypak boiler your heal time, ser ire is requirod to clean the l,cat exch7ngor, pump system will be under better control at All limes. RAypak t Am!;using copper finned tubing can operate This Is acct mplic-hed with Rsypak's 801;-plus true down to 05"p without zustaining condensation,while thermal efficiency. smooth ,bo boilor9 mu,.1 opPrale at approximately 140'F to iti oid condensation. Therefore.Raypak has a Shock FrFP much S nlipr percontagn of rnntimirmlion versus a Another prime concorn cf hydronic systems with smooth it be boilf.r and requires less rnninlenarien, For low entering,wntor temporalures is boiler shock. Due to yoarq R;1 rpak hsps!wilt pool heaters which have enter- Raypok's single row heat exchanger and floating rear ing wale empwaturen of 50'F to 80'F and proven that header d9sit n, the boiler is virtually shark free com- sooling ii net a problem. pared to the •nultl-row smooth tube boiler In which the upper and lot ver ends of the lube sheet are subjected to I-ast Re. Orap sidlr Nigh Lff,;ioricy different temperatures, cnusinq expansion and con- Heu isecon- He of the copper tinned tubing, Haypal,buil• tractive. [Invpak boilei© have been Installed on two Ari are >lurh smnllnr and lighlor than comparhble pipe hoating anti cooling systems (sulomatic change smooth t be boilers. Tho niypak boiler has a minimal over; in whit 1 the boiler it~subjseted to ordering water watnrcor tent,being aninslantaneoustype,thus requir- tempralurer olapproximAlaly45'l=withoutshockprob- irg no lams. pick-up I d factors,while a smooth tube boiler must ►� 11�5�,� 't{ s' ' 4' w1� :,�• ^� i.��' r t�?''• �'- i � Ctl� 9 ' l 1 •M r 1 `,•H •S �., 1 • S��• UY. t ' rf TY•.���+�,I:l. I j' t p :� .ayf•;'r�J� E ',^ t41 rr�.r•�•�lY.,z1 •C ,.,M •J;,. ^�P t• /k�'�7t .1'1 t« Rnypnk,In .,fl I i I Ap7urn nand,Wo+tlak•Vlitage,CA 918C,1 (A18) PAP 15r'0 FAX (919)80.01^ " I 12-0-90 13, 171 FF.OI'1 CLI HATE C0I ID I T I ON I NG-•PTI-D TO FP.OTEhiP �'•nr TYPE H FINNED COPPERTUSE Jos: - HYORONIG HEATING BOILERS ENGINEER: � --- Y _^M2H INPUT coNrnncr rh: .._ M �1a1�EL DATE; ....•.- ••• '�� I�!DOCr':;UTDOOR PREPAnEC) _Y: m VIM EFFICIEKc heric boil?r av;►table Thermal of .lon y 80'e. {li�he5tof any alma p - today. HOCK HOCK PROOF L t0 150'F.dlPferenlla'. 20-year L ranty against therrnitl ,hock darna90 inti u .; �e.raturo:210T. r M:Lximum erating temL -- t301-11 WE 3HT A 110or lea to 70 Ibrin(l. it.or lots. F1f3H RC vEttY Cuts tuol c sts Evbslantiilly 1>A^,auto the Standby&nd radiatlon t0sse' norITIM to c i'rnr boll,,) are olirninatcil. ~ LOW WA R OpE;jATING TEMPERATURE C)pArxtHS III Water(ernf>Orature aL IOW 99 10511F.without Condensation. OUTDOQA INDOOR QPTIIJNpL EC�l11p . NT TAND Grp HEAT EXCHANGER OAS� CONTRO4 TRAIN NEAT[XC NGE11 Right HAnd Connections(Except • hlnnuAl MA1n Gas Shut•r.H';nck MedAl 133) ASM Insp-)CM and S1017ad Moln(has Pressure ftegula;or � Cast Iron Hoadero r 100 ,IG SAfoty Shut-off Valve,Redurvdant Bronze Hoadols • Nntiv r+I now nrgravad nr Tuhna Control Valve • 1lnn Copp. PlringMode .A _ .__---- - . ASM Stnol Tubeshoet AGA Cloclgn CerllHadN51221.13 q(tiNTROL9 • Silioo 0-P;ngT ReyulromontA• U Frnrrnmaster Pump 1imA Delay. SIG ASME P10"Wn CONSTRUCTION Ro177-0 VAI'�9 pU1d0Af (Standard{I•i33-d03) Indoor L7 Ignition Lockcut. • Torn r;tturo and PfA!,?4Ure Con,busGble Flo Shield CAildow R0911 Control -- tTnu Rlrrrxinrd on OvIdoof VIM(axcept cONTROL 133) {IEf;iII AT07Y AGENCY • 1 t 5V ftl 14z, 1 Ph rower Supply VAnI Terminal I.h.l..Induatrirtl Ri^k Iwwrnm 11,IV :AV trar,clormor Front Cnrdrnl!t FnClo9od (IAqulrArnenty. • 100"' Pilot Solely ^ n rjt4inles6 Slnsl Sur0er9 Fm,FArtnry MuWsl Inwrenca • hilts Stnrxfirr�l(Thorm.covpl I Polytvl Powder Coat Finish Requirements. H.13;..I03 only) Elvctronlc,Intermit- tont Ignition la';?; Imit Control Switch mer ng Umll Control • Flow witch(FXC@Pl Model 133) � I llllr,� r li Llj. I i I'� j'��t= '� 'sk,� 1�' ��• .,�b�is'Iyl •.,J:'1iw.igt.jtl�•E. xlr ..r1•�1f 7 1 ? I t1ilY Fli•ylr.N.JIT. .S.i!•.1A I a I �fleCtivA! 4.1-I)9 Catalog h 2000.20A JLII I-12-1'990 13:16 FRO11 CL I I Ii-iTE U_i101 T I01I11IG-FTLU TO PROTEHF F.0,4 Closed L op Water Source Neat Pump St"OAK 1301LER APPLICATION AND OPER 4TION Boiler nporation is controlled by a iemp•_*atura controller located in the return loop and ahouid have a 5'F differentia Willi the high flow rates required for cooling, the overall sys tern AT is very small. To use it naypak boiler with a water source Beat pump, follow these steps: t.py rutr slrriv Q 1, Selvot tho proper size of boiler based rxrnrrorl r. on I'te BTU requirement Io tricot 1110 mwImum design temperature of the cv,1o,.0^• walor loop system. i -�iA WAAR rnn circ.. 2, Use Boller Type I I on/olf unit. Witill �TpP5MTt1�F' CAUN.R ^ r* 6 ouico n 3. Sok ct the minimum pipe size be- "O twoon the boiler and th,eystgm loop BnlnnLn _� main, equal to the Inl@t/outlet header 901LO ►-u"^ !1 connections of the boiler. 4, Instllll boiler pump. See chart below. 417, 6) 17 cnT runt �� 5, On!.t<;rt•up,sat balancing valve for rtTunn fill, 120'F boiler outlet water ternpereturo, utwilly about 60°I AT'. f,� 6. Set boiler the►rnoStaf at Indoor Uutdoo INPUT VUTPUIBoller Modale Model 7ridoor _ Outdoor Indoor -� _ Outdoor Pump Nat. Pro. Nal. + hro. 11:.1, Fro. w Nal. Pro Sin tai 183 '.86,000 _186.000 188,000 186,000 148,600 111,A00 146_,900 146,900 Taco 110 263263 264,000 764,000 164,000 28dL000 211,200 2: 1,200 20E1,600 20R�i,800 1/12 HP 333 333,000 333,000 3:3 QUO 333 000 266,4UU 2t 6 400 1263,070 283,070 or A03 403 ?99.0009910 .2399,001 399,000 319 200 319,200 31 00 10 200 ! ulv. > > Z U4 8 11,0001 481,000_ _ _31.4 0 4qL00384,000 Taco 111 624 624 627,000 589,000 627,000 599,()00 501 00 4~1,200 50�100 471,20( 1/1111P 124 724 726.000 602,000 726,000 682,000 580,8V2 •5r.5 00 680,800 545 600- nr A24 824 825,000 776 000 82f.000 775,000 660,000 6;;0 000 680,000 _M100 020,000 Ecuiv, r 962 9 6 6 jiLO 8 1 00 886,000 769 400 108,000 88,000 /08,000 aco 120 1125 1063 1,124,700 1.p35,000 1,083.000 1,035,U30 .899 800 8;!8,000 _ 69„gOq 82N,Uou 1/6 HP 1223 1 170 1.212,1,00 1,12 ,000 1,1 78,000 1 125,000 970.000 900.000 942 400 900 Ono or a._r .-._1_ . 1336 t?n7 1,326,600 1,230,000 1,29/,(10_0 11230 000 1 069 91iA 000 1 028 6uU 9t34,UCr F.quiv, 1468 1414 1,461,0110 1.;150,000 1,41 ()o0 1,360 000 1 173,600 t (6o,0o0 1,130146 . 080 000 1631 1571 1_,.630,0'00 1_50 pp 1 5I),000 1L____L_0 1 704Lq00 1.-,20,000 1 250.,000 1 200,000 189 1 758 1 825 ^O0 1 G8n 0001 758 00) 1 6?0 000 1 1 ^44 UCO 1 406 400 344 0 2100 2,iC0 O12 � ,100,000 1,722 000 1 -,22,000 1ACo 1635 - 2500 --�--_ a.�___ _ _ 2,490, ,�!79,OOU - 2,049,200 2,C 49,200 112 HP w/ 300-, 3,oV�Oo ,000.000 _ _ 2,'400,000 r5_'U,ovo 4.25' Imp. 3.500 000 3500,000 - 2 X70,000 1,F 70.^OU Or _cool - a.000.000 a.ruo,00u _ - �• 3 2d0 000 i 80.000 _- E Vlv. VC Opyripht 1 !13, Raypak, Irtc. II_ill-1 -1'�+'?u 13 18 1RLg1 L.IIliAIF _i_illllllUll.IIU-PILO i0 FfulLIll P.Lit P.5.'5 TYPE H HYDnON 'HEATING 00ILE-F19 MODEL _ .. 0 INVOOR M OUTDOOR n1 MSH INPUT ^' i ' ( Moaw arses w�OtM ane7M r Y ' m 4 I � r�, i � I � I •I ^� eI I r ��v L�.. J__L_- � L_L.. ...r1 t � I -•--1 -- � � I I I r �;.: �__-T" �.._c�^� 1r'"#..° � ('-"•.: ��.__..t �; '::; J LN, r''ii.i.enu -_:.�I„� Iw _ 4�Nf7n w11D Jae{- I�,A-.I`..' 0�„�4 Ntv,.vru 1» I_.i.1 s�h Rf•M rNu � MODEL 133 MODELS 181 TIIRU 403 MODELS 334 11-11`11,11' 8241 imonl on$ Inches Ind r Outdoor eIg t Jor-kot A! Wier Flu Modo) J Width Ov,*%11 Night Conn. Conns Din. Shipping W1. No. Input out �Ut Input Out tl A e C a H K L Lb A rex It 1J3 138.0 112. 136,0 108. 2A•1/8 0.1/9 1/ /4 8 9-1/4- 140 VH6 1a5.o 148:©_ ies:o -1-46T �;•s/e so ^�0, 1/2 1�1l2 7 ��a�a - zoo 761,0 1,2 264.0808.8 2i 5� 0 3/4 1 1/ 1 1!4 ?30 333.0 1,.4 333.0 ,63U ?.3.3/1 p 30 3/4 1.1/2 9 1b 360 99.0 319.2 _ 399.0 319.2 2_-114 5D 3 1 1 1/ 101 •3/8 70 611.5 400.2 511. 411 2±2 .34 _ 7 33 2 10 28 %8 440 21.0 ti01.B 627.0 • • %? 57 3 1 2 _ 12 29.1/2 Sp 11.124 �7 6.0 r 650.0 7�6.V .5/8 37 3� 1 2 1E 34• 4 60 825,0 �j 825.0 66 •3/4 33 1 14 38 570 NOTr:All dimension nra in Indium, DOILEn nATE OF rLOW AND 1 FIES41RIF onOp r,00F,,1. 'AT - 20'nl 30•eT _._. �._. 40'e1 NO �M AP Fi. ct GP i �Gh p F1 t3RM AP fT• I1 _139' _ 14.7 i t 3 7 ct 5 s �H-181 30 1 0 10 11-263 1- - 21 1.9 �,14 to-- H s1 •333J 0 t1,5 2, 3__ 3 t. -13_�H•40aV 50 11.8 3�'� 4,� 81 !,i ��6+�. 1.2- :.. H•514 U'L _41� t.y 27 I 1• 4 _ '- - -9.3 50 2.9 _3j- 1.3 5 si H-724 861 R,,B 8 4.1 3J 1.9 29 1.1 H•824 85 F.R 68 �5.6 A _3�. . '4 Peep"lm fi,YOa+ Inc-.,11111 Agoura Pond.Wacllaka Villapn. CA P11C1 (910)P99 15r0 r nx(818)899.4522 I Itho In U.8.A. tia_r.• ,.. -s;;-.,^ry�''S�::.+-w,9�T.nrW6��� :�e"+ h'IMM1#�N'M,'Ck'`+M��M.d��` "�• „ .,.;y„ -' ,.w,�.,v:..sir-.n.awss^ w�.•• PSIN yq\ TUALATIN %'ALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARYMENT FIRE MARSHALS OFFICE POSTED: OCCUPANT _ CONTRACTOR BLDG. PERMIT 0 406 ,�/ PROJECT NAME Q C C PLAN REVIEW 0 LOCATION JURISDICTION: 1 Be. 2= Du, 3= K.C.�4= Ti. 5= Tu. 6= Sh. 7= Wi, 8= Ci, 9= WC 0= SIC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) Alarm System 1 ❑ Hood Extng Systems ❑ Conference ��i ;;... ❑ Spray Booth ❑ Ceiling Cover ❑ Other &0) 0 el — f I -- �� � ��►�-„, ell w / / �- -�--- Dates �j Inspector: 1 7 �R C MFINIMRM �. y�SP�ON NOTICE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Time_ - A.M. _P.M. Date Requested_--_.— L "- G.�j i Permit #_ '=�1-- i t Address Lot # Owner Builder The following Building Code deficiencies are required to be corrected: — - -- - _ -- Presented to ` Usapproved Inspe,;tor – Date CALL FOR REINSPECTION YES C] NO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f'c . 4.1.A-> . . . . . . . . . . p` . 4zr� Susi -Now O%Itq NQ ift")-44Sa f� mew . Neu, Ftrn u N S%w y .IS Ldwx 411 tj . . . :,UfSPurt�,�Ng .wKAI . . . . . . ffy _� L?�� � Sl.�!►,dl� GATE.��_ NO.. MMK•N=IRI$ArM Ak As"Mms,Rc.nn � . . CWT f1F 2 INSPECTION NOTICIE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested –11j Time "C A.M. P.M. Address Permit Owner Lot # — Builder The following Building C6dp deficifneies are required to be corrected: Z-C T-4 Presented to U Approted Inspector Disapproved Date Zo 2 c2 CALL FOR HEINSPFC770N DYES NO CiTYOFTIGARDB US L D I N G F'E_RriI'T CITYOFTMFD F'E:RMI:T It. . . . . . . .. BUP90•-•0064 CC)MMUMTY DEVELOPMENT DEPARTMENT 0210" F:'RIM. PERMIT #. : DUP90-0064 13126 SW Hrl Blvd. P.O.Pox 2 97,Tigud,Oregon 972M( 1839 417¢ ` '.:3':jI '1--- DO TE: ISSUED: 04/09/90 S 1 Tl:. ADDRESS. . . : 15875 SW 72ND AVE" PARCEL". 2S 112DC-00500 SUE+DIVISION. . . . : FANNO CREEK ACRE TRACTS ZONING: I_..F., BLOCK. . . . . . . . . . : LOT'. . . . . . . . . . . . . ..40 REISSUE: FLOOR ARE:AS- _......._...._...._._. EXTERIOR WALT_. CONSTRUCTION_ CLASS OF' WORK. :ADD FIRST'. . . . . sf N: S: E: W: TYPE OF USE:. . . :COM SECOND. . . : Sf F'RCITECT C)F'ENINGS? - - TYPE. OF CON ST. «3N THIRD. . . . : sf N: S: E: W,. OCC:UF'ANCY GRP. :B2 TOTAL.-----_- -: 0 sf ROOF CONST:B FIRE REl Y OCCUP-ANCY LOAD: BASEMENT. « sf AREA SMI'. RATED: S'TOR. :2 I T. :24 ft GARAGE. . . « sf OCCU SEF,. RATED: BSPIT?:N ME"Z..Z?«N REND REQUIRED_.__._. ._.__..__......_.._.....___ ...... FLOOR LOAD. . . . : 100 PS-f LEFT.- -ft RGHT: ft F'IF SF,KL.«Y SMOK DE:T. . :Y DWF.".LI...ING UNI19: FRN7': ft REAR: ft F='IR F;:. RM.Y HNDICI=' FICC«Y 13 1)F�VIS: BA i'HS. IMF, SURFACE: F'RO CORE:Y F,ARKING: VALUE. $« 84000 Remarktw« Add elevrto-r, stairways, co-r•rido•rs and -vest -rooms c-i both floors. 'T'his pe-relit is i.sscled to i.ri,.11.lde revi.<sions dated T.)w 1.1 a•r« ------••_._.._.._....._._.._._._._._.._....._.._.._.._.._.._._.._._.._.._._ _._......_.__ _......_.._.._.._...._..._.__ ::E wi ......__._._.__...._..,......__.._. F'ACIFTC RiEALTY type amount by date recp 111 SW 51'H AVE: F,RM'T' $ 385.00 / F'LCK $ 250. 25 PC)RT ..AND OR 'a'7204 FIRE. $ .54.00 F'horle #: 224-6540;40 5F,(1 19. 25 F'AY11 •783. 30 JLH 02/28/90 107,"•5:3 1 Contractor« ____..___.__.._......._.... _._____.___._._---,__ _.._ F AYM t; 25. 20 JLH 04/09/90 H. L. GREEN COMPANY, INC. 1.11. SW 5TH AVENUE, SUIT-F.- 2960 F,ORTLAND GR 137204 _.....__...._.___............__.....___.-_.._.___.__.._.__.___.............. Phone #: 221 -•0020 $ 808. 50 1UlAL Reg #. . a 413218 . ._._..___ RE14UIRED INSF'ECT'ION5 _,.._...... This permit i3 issued subject to the regulations contained in the Foot/F'OUnd Irlsp Tigard ;Iunicipal Code, State of Ore. Specialty Codes and all other F,ost/Beram Insp applicable laws. All cork Mill be done In accordance with StruC Steel Insp approved plans. This permit will expire if work is not started Slab I n s p _ _.,_• _____ _ within 11A days of issuance, or if work Is suspended for more F-rami 1'1 g I rls p than In days. f n s ct l a t i o ll I n s p GypBoa-rd t n s p ......._--------_......._...._........_._._-........ St.lsp Cei:lrlg ].lisp t- a n a l I rl s p e c t i o rl F'ecniittee Signatcl•r•e: Gall for irlspectiorl - 639-4175 INSPECTION NOTICE City of Tigard Building Department P.U. Box 23397 Tigard, Oregon 97223 Phone. 639-4175 w5_ -- Type of InspectionAoe rl — — Time A.M. P.M. Date Requested c � Permit # Address Owner ,T)C�; v2 _ Lot # Builder The following Building Code deficiencies are required to be corrected: >iq'j �lJ �r CESS Snio o� S /.�d A 'lirti• �, c3,v00, v�e Gam,y /� 2 tom?S00, Q------ c vSsce.S �' TcrCi�/C�!Sl eel �c �•� �'.- fry .Q S � ,f��a����/r.�i�'S� Approved Presented to ❑ disapproved Inspector _ Date -- ��-- CALL FOR REINSPECTION El YES D NO i C CITY OF TIGA RD OREGON Arril 2, 1990 Dan-ais R. Woods Na,.kenzie/Sai.to Associates p. O. Box 69039 Portland, OR 97201 Project: OBP III, Bldg 215, BUpgo-0064 15875 SW 72nd Avenue Dear, Mr. Woods: The revised plane for thi& project were reviewed for conformity with applicable codes, and are conditionally approved, subject to the items listed below being satisfactorily addressed. 1. Provide plane for the automatic sprinkler system which is proposed for protection of the entry lobby glazing. 2. Provide door and hardware schedules which cover the items not listed on the submitted plans. 3. Delete water-resistant gypsum board froom the toilet room ceilings. See O.S.S.C. Sec. 4712. 4. Provide a 48-inch wainscot Ln all toilet 'cams. Hacerial shall comply with O.S.S.C. 'iec. 510(c) . please provide an Updated builc!_ng valuation to include the work added to the original plans. We will compute the additional fees due for the plans review and building permit. The building permit to begin work on the project may be obtained at your convenience. If you have queations, or if we may be of assistance, pliaase contact us :t any time. Sincerely, Jim Ja Plane Examiner FAX (503)684-7297 13125 SW Holl E►vd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ----______] 503)639-4171 -__ __ J MACKENZIE ENGINEERING INCORPORATED�, LE�U��°n3 OF �'G�3�G�a�1nu�'Ca2 MAKENZIE/SAITO&ASSOCIATES, P.C. 0690 S W. BANCROFT STREET e P.0 BOX 59039 PORTLAND, OREGON 972010039 (503)2249560 (503)224.9570 FAX(503)226 126 Date: March 21 , 1990 ?roject fl!umber_288422.06 To: City of Tigard Attention: Jim Jaqua Project Name: Building 216 Please find attached: shop d.swings plans samples spec,fications copy of Tetter _ change order details _ calculations Number of copies: Description: Sets sheets 10-4 (as submitted for revision tc Fermi t) _ For your use X For your review --_. For approval As requested REMARKS Copy to: __-- Signed: .-Denni-sWoods/as Mailed X_ Delw,)red (Rose city) _. To be picked up If enciclufel ON not A Mded,kindly nollll uc at once ury OF TIGARD — FECI ll:-1 OF PAYMENT RP C NO; 0010 7 B21 CHECK AMOUNT : 163.80 IJI-Wt PROTEMP ASSOC CASH AMOUNT : .00 ;tIoDRESS, PAYMENT DATE 1 03-14-90 CLACKAMAS, OR 9-7 15 fil—OCK NO/ADDRi 15675 SW 72ND AVE I'URT,PSE OF PAYMENT 6MOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID IIF'i"HANKAL PERM y0-0046) 126.00 STAT F WILD PERMI7 TAX ;5%) 0 9:1.t4i C!4ECK FEE TOTAL AMOUNT FrATD 167.80 CITYOFTIGARD =PERMIT CAL COMMUNITY DEVELOPMENT DEPARTMENT T 13125 SW HOBNd.P.O.8M23W-Tipud.oM9W# =(503)639417`' \ . . : MEC90-0048 4-:t--BUP9G-G064-- DATE ISSUED: 03/13/90 SITE ADDRESS. . . : 15875 SW 72ND AVE PARCEL: 2S112DC-00500 SUBDIVISION. . . . : FANNO CREEK ACRE TRACTS ZONING: I-P BLOCK. . . . . . . . . . . L0T. . . . . . . . . . . . . :40 ------------------------------------------------------------- CLASS OF WORK. . :ADD FLOOR FURN. . . . : EVAP COOLERS: TYPE OF USE. . . . :COM UNIT HEATERS. . : VENT FANS. . . : OCCUPANCY GRP. . :B2 VENTS W/O APPL:22 VENT SYSTEMS: STORIES. . . . . . . . :2 BOILERS/COMPRESSORS HOODS. . . . . . . : FUEL TYPES------------ 0-3 HP. . . . : DOMES. INCIN: :/GAS/ / / 3-15 HP. . . . : COMML. INCIN! MAX INPUT:350000 BTU 15-30 HP. . . . :1 REPAIR UNITS: FIRE DAMPERS?- - :Y 30-50 HP. . . . : WOODSTOVES. . : GAS PRESSURE. . . :M 50+ HP. . . . : CLO DRYERS. . : NO. OF UNITS-- ------ AIR HANDLING UNITS OTHER UNITS. : FURN < 100K BTU: <= 10000 cfm: GAS 0UTLETS. :1 FURN >=100K BTU: > 10000 cfm: Remarks: Add complete HVAC system for 2nd flr, add rest room fans. Owner: ------------------- ----------------• FEES -------------- PROTEMP ASSOCIATES, INC. type amount by date recpt P.O. BOX 511 PRMT $ 126.00 PLCK $ 31.50 CLACKA14AS OR 97015 5PCT $ 6.30 Phone #: 655-4189 PAYM $ 163.80 JLH 03/13/90 Contractor: ----------------------------- H.L. GREEN COMPANY Ill SW FIFTH AVE. SUITE 2960 PORTLAND OR 97204 ---------------- -------------------- Phone #: 221-0020 $ 163.80 TOTAL Reg #. • : 41328 ------- REQUIRED INSPECTIONS ------- This permit i.s issued subject to the regulations contained in the Gas Line Insp _ Tigard Municipal Code, State of Ore. Specialty Codes and all other Mechanical Insp applicable laws. All work will be done in accordance with Heating Unt Insp —� approved plans. This permit will expire :.f work is not started Cooling Unt Insp within 180 days of issuance, or if work is suspended for more Duct Inspection than 180 days. Fire Dai.per Insp iFinal Iaapection Permittee Signatures issued By: --— —— Call for inspection - 639-4175 TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 March 9, 1990 Dennis Woods Mackenzie/Saito P.O. Box 69039 Portland, Oregon 97201.-0039 Re: Lobby Core Plan Oregon Business Park TTT - Building 215 15873 S.W. 72nd Avenue Dear Dennis: i; This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the fire and Life Safety Code (UAC) , Mechanical Fire arid life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following items: 1 . Twenty Minute Doors: Twenty minute doors shall. be equipped with closures and smoke gaskets. UBC Sec. 33051h) 2. Smoke Detection System: Smoke detection system shall be installed in compliance with NFPA Standard 72A and 72E. Battery caL;ulations and plans for location of detectors, in not less than three copies, shall be submitted to this office for review and approval. 3. Door 05: On one hour assembly, opening into the stairway on the second floor shall be equipped with a closure and smoke gasketing i 4 . Note 011, Page 1 : One hour system shall be furnished with gypsum iboard on both sides in compliance with a accepted, tested and listed system. Said system shall be included on plans. Fasteners materials, fastener spacing, etc. , shall be all spelled out on plans. "R'orking"Smoke Detectors Save Lives Dennis Woods March 8, 1990 Page 2 5. Note 013, Page 1: Elevator room access shall be not less than a twenty minute listed assembly. It shall be either be automatic or self-closing: 6. Note 015, Page 1: Five-eighths inch type x gypsum board membrane on the lower side of the stairs shall be fastened in o manner that ` would be equal to a full fire resistive ceiling roof or ceiling floor assembly. Please provide fastening and support data for said system. 7. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than three sets of plansfor the installation shall be submitted to this office for app ' oval prior to insr.allation. UBC 302(b) 8. Note 03, Paga 1: Fast response automatic sprinkler heads shall be wet the full surface of glass on both s::ies. used which will Message on windows should state: "No Obstructions Allowed Between Glass and messageSprinkler bePetched1in11glassThis anddepartment sizewould lettering that said message that will be easily seen. 9. 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 emergency vehicles. UFC Sec. 10.208 10. Fire Extinguisher Requirements: Not less than one (1.) approved f;_re exti.nguishe11 r(a with rating of not less than 2AlOB:C shall be provided for each 3,000 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10-1 11 . Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must he 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 12. Required Occupancy Certificate: Pricr to the use and occupancy of the project (space) . a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC sec. 307 Dennis Woods March 8, 1990 Page 3 If I can be of any further assistance to you, please feel free to cnntact me at 525-2502. Sincerely, r Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department , I TUALA►TIN VALLEY FIRE & RESCUE ANLL BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 March 9, 1990 , Dennis Woods Mackenzi.e/Saito P.O. Box 69039 Portland, Oregon 97201-0039 Ke: Kim Stout.t Secretarial, S(�rvices, Inc. Oregon Business Park III — Buil(- :ng 215 11,873 S.W. 72nd Avenue Dear Dennis: This is a Fire and Life Safety Pl.an Review and is based on the l5'85 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFG) , and other local ordinances and regulations. Plans are conditionally approved subject. to the following items: 1 . One _Hour Corridor System Within Occupancy: This occupancy is of such size that a one hour corridor system is required by Uniform Buildin- Code Section 3305(8&h) . Discussion with you on the phone revealed that exception 165 to the above section .,till be utilized using smoke detectors. Provide this office with not less than three copies of plans for smoke detection location (panel, battery sizing and battery calculations) . Said system shall be installed in accordance with NFPA Standard 72A and 72E. 2. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to i.nst.allation. UBC 302(b) 3 . Doot 161 : Opening into the main corridor shall be equipped with cJo—.tt.ss and smoke gaskets. µ'orking-Smoke Detectors Save Lives Dennis Hoods March 8, 1990 Page 2 4. Recessed Door. : Door #l, t-losest to the rear stairway between the occupant corridor and the building corridor, shall be recessed so that it will not obstruct i,.zin corridor by half of the required exiting wrath. UBC Sec. 330, 5. Fire ExtingLisher Requirements: Not less than one (1) approved fire extitiguisher(s) with rating of not less than 2AlOB:C shall be `1 provided for each 3,0000 square feet of .floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10-1 6. Approved Plans on Job Site: One set. of approved plans bearing the p stams of the bu_ilding department issuing the construction permit and this office must be maintained an 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 7. Required Occupancy Certificate: Prior to the use and occupancy of the project (st -ce) , a certificates of occupancy or other written iusLrument 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 526-25021. Sircerely, �I Gene Bir.chill Deputy Fire Marshal GB:kw cc: Tigard Building Department `/� I C17YOFTIOARD 1 CIjaT:6AJCOECTION ER COMMUNITY DEVELOPMENT DEPARTMENT \ IN 13125 S'W HO BMd.P.O.Bac 23397.T-god.OregmOR !(503)SWA175 MIT �-49-d1Z1 --- " xt . :--GWR90-0090 ------ _. --— PF,IM. PERMIT #. : SWR90-0090 DATE ISSUED: 03/08/90 ,S.ITCE ADDRESS. . . : 15875 SW 72ND AVE PARCEL: 2S112DC-00500 SUBDIVISION. . . . : FANNO CREEK ACRE TRACTS ZONING: I-P 13LOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :a0 ------------------------------------------------------------------------------- TENANT NAME. . . . . : USA NO. . . . . . . . . . :40476 FIXTURE UNITS. . . : CLASS OF WORK. . . :ALT DWELLING UNIT5. . :6 TYPE OF USE. . . . . :COM NO. OF BJILDINGS: INSTALL TYPE. . . . :BUSWR IMPERV SURFACE. . : Remarks: Owner: --...------------------------------- -------------•---- FEES •-•------------- PALIFIC REALTY type amount by date recpt 111 SW 5TH AVE. PRMT $ 7500.00 PAY'.d $ 7500.00 JLH 03/08/90 PORTLAND OR 97204 Phone #: 224-6510 r_:ontr.actor: ------------•---------•-- H.L. GREEN COMPANY 111 SW FIFTH AVE. SUITE 2960 PORTLAND OR 97204 ---•------------------------•---.-•--- --- Phon,2 #: 221-0020 $ 7500.00 'TOTAL Reg #. . : 41328 ------- REQUIRED INSPECTIr'.NS -•------ ":his Applicant agrees to comply with all the rules and regulationF. Sewer Inspection cf the Unified Sewage. Agency. T1-- permit. expires 120 days fry t;.e date issued. The total. amount paid will be forfeited if '.he —— permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not. located at thy measurement _ givFn, the insi:aller shall p1.'ospect 3 feet in all directions from the diEtance given. If not so located, the installer shall purcnase a ' Tap and Side Sewer" Permit and the Agency sill instal: a lateral. Peru. _tee Signature: Issued By: Call For inspection - 619-4175 } CITYOFTIFARD COMMUN" DEVELOPMENT DEPARTMENT uT1OftGONA� �rtEooN 19125 SW Holl Blvd P.O.Baez 29997,Tip M,OMW 97223(507)639.4175 CITY OF TIGARD - BUILDING PERMIT PERMIT #. . . . . . . : BUP90-0064 PRIM. PERMIT #. ; BUP90-0064 DATE TSSUED: 03/08/90 SITE AD:RESS. . . : 15875 SW 72ND AVE SUBDIVISION. . . . : FA.NNO CREEK ACRE TRACTS PARCEL: 2S112DC-00500 BLOCK. . . . . . . ZONING: I--P . . . . LOT. . . . . . . . . . . . . :40 ------------------------•----- -------- REISSUE: FLOOR AREAS---------- EXTERIOR WALL CONSTRUCTION- CLASS OF WORK. :'%DD FIRST. . . . : of N: TYPE OF USE. . . :COM Ss E° W: SECOND. . . : of PROTECT OPENINGS?------.-____ TYPE OF CONST. :3N THIRD. . . . : of N: S: OCCUPANCY GRP. :B2 E: W: TOTAL-_____; s£ ROOF CONST:B FIRE PET?:Y OCCUPANCY LOAD: BASEMENT. : of AREF. SEP. RATED: STOR. :2 HT- :24 ft GARAGE. . . : of OCCU SEP. RATED: BSMT?:N MEZZ?:N REQD SETBACKS-----___ IRED--------------------- FLOOR LOAD. . . . :100 pet LEFT: ft RGHT: ft FIU RSFKL:Y SMOK DET. . :Y DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM:Y HNDICP ACC:Y BEDRMS: BA;HS: TMP SURFACE: PRO CORR:Y PARKING: Remarks: Add elevator, stairways, corridors and rest rooms on both floors. Owner: -----•----------- ----------------------- ------------- --- FEES MACKENZIE/SAITO & ASSOC. P.O. BOX 696339 type amount by date recpt PRMT $ 373.00 PORTLAND OR 97201 PLCK $ 242.45 P}lone M: 224-9570 FIRE $ 149.20 5PCT $ 18.65 Contractor.: PAYM $ 783.30 JLH 02/28/90 107531 ________________ H.L. GREEN COMPANY 111 SW FIFTH AVE. SUITE 2960 PORTLAND OR 97204 ----Phone #:N: 221-0020 Reg #. . : 4132, $ 783.30 TOTAL REQUIRED T �s permit is issued subject to the regulations contained inNthe�TIONS Tigard Municipal Code, State cf Ore. Specialty Codes and all other Foot/Found Insp Poet/Beam — applicable laws. All work will be done in accordance with StruSte Insp ap roved plans. This permit will expire if -Ior1, is not started Slab Slab Steel Inep _- within 180 days of issllpnce, or if work is suspended for more Inep than 18C days. 1 Framing Inep Insulation Insp Gyp Board Insp Susp Ceiing Tnsp Permittee signature: Final Irspe,_tion 7ssueu By: Call for inspection - 639-417 I i CITY OF TIGARD - RECEIPT OF PAYMENT FEC NO: 00/07694 CNEU, AMOUNT 1500.00 NAME: MAC;F;ENZIE. ENGINEERING CA4i AMOUNT . .()O ADDRESS: FO BOX 690'9 PAYMENT' DATE. : 0..3-08-90 POPTLAND, OF 201 HI_017,1 140. ADDR: 156'7S SCJ 7200 AVE PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMFNT AMOUNT PAID ------------ SEWER USN '71500.CIO PERMIT WII.L EE MAILED TO CONTRACTOR WHEN' F-PINTFF, TOTAL AMOUNT PA I I) I,500.01) I I I 3119190 �wy- TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076 • (503) 526-2469• FAX 526-2539 March 8, 1990 1Protemp Associates, Inc. P.O. Box 511 Clackamas, Oregon 97015 Re: Pactrust Building 215 15895 S.W. 72nd Avenue Tigard, Oregon Gentlemen: This is a Fire and Life Safety Plan Review and is based o1 the 1985 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (i1FC) , and othei local ordinances and regulations. Plans are approved as submitted. 1. Approved Plans on Job Site: One set of approved plans beating the stamps of the building department issuing the construction permit and this o;fice must be maintained . the project site throughout all phases of cou.,tt-rction and must )e made available to building and fire inspectors for reference during required construction inspections. UBC Sec, 303 2. Required Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or otlier written instrument of approval must be obtained from the building department issuing ttre construction permit. UBC Sec. 307 If I can be of any further assistance to you, please feel free to contact m? at 526-2502. Sincerely, 11 / rI Gene Birchill Deputy core Marshal GB:kw cc: Tigan' Building Departments' "WorRlAg"Smoke Detectors?ave Lives i City of Tigard I Receipt« 13125 S.W. Hall Blvd. MECHANICAL PERMIT Perm;, «.� P.O. Box 23397 oer.xlprlon— -- Tigard, OR 97223 Table 3A Mechanical Code OTr _ PRICE AMT (339-4175 1) permit Fee -0- -O- 10.00 2) Supplemental Permit 3.00 fen -- Nac*or Developnt -- A� Furnace to 100.000 t3TU 6.00 Jot Ndressincl.ducts 8.vents Addiess .55 � s 5110 �� Fumace 100,00013TU 7.50 I .t.ot tap No. 2) incl.duds&vents tI BlockSubdivisin -.- Floor FumacL 6.00 �(or rLmw o(brininess) 3) incl.vent _ -- - Suspended heater,wall heater 6.00 AalArfg Address r't1Of1e �) or floor npunted heater Owner _ Vent not incl.in 3.00 l ky/scare 5) appliance permit _ _ Repair of heaung,refrig., 6.00 6) cclAing,absorption unit _ Boiler or comp to 3 IiP 6,00 cess F'r 7) absorp.unit to 100,000 BTU Boiler or comp to'SHP-15 HP '' 11.t]0 Occupant City/State ZP 6) absorp_ unit to 500_000 BTU Boiler or comp 15-30 HP 15.00 absorp.unit fh-1 million_—_- _ ^h Boiler or comp to 30 50 HP 22.50 7Address 10) absorp.unit 1 AYE million 0r� - Ste- _ Boiler or comp to SO HP 31.50 Contractor Z �1e -- 11) absorp.unit 1,750,000BTU - L _ ` 7D/�; Air handling unit to 4.50 RpKtradon No. ply eua. ew. 12) 10 s10 CFM -- Air handling unit 750 1 hereby akr"vledge 111141ve at 1 hafeed flus apprication mer the iftortnation given is 13) r 10,000 CFM i* ----- _ — Correa.VW I am kfe owns-x suftwed agent of me owner,met plant Ilbmitted are in Non pertable 450 ooff0ance wkh Stab low ,Jul I fun fegKrered w.'.h IF+e State"d"'aoard,mal tlfe 14) rate cooler _ rKxnbw given is Coned.(k axenfpr froom'state registration please girrr reason below). eve po —_ - -�— 15) Vent tan connected 3.00 _ _--..--_--- ----- to a single dud -.-- _ - - - - - 16) Ventilation system not ��r„/ 4.50 11i included in appliance permit Heod served by 450 mechanical uxhausl � 70rt1f?Sli('1�/1)e --��—_ 7.50 -� Sipnawre(owrww a agent) ---- 18) incinerator • repair L7 - ---- _ Describe wort( ❑ addition no alteration a p - G�rrm(,rcial or industrial- 30.00 to be done residential ❑ - - 19) type incinelatot Existing use of Other i.e.,woodslove,water 4.50 building or properly_ ---.—-- - - -_ - 20) heater,solar,clothes dryers,elc. Proposed use of 2.00 building or property__- ------- -- 2 t) Gas piping one to lour outlets 1 o1 fuel- oil C] natural gas LPG ❑ electric M - YI� _ �- 22) More than 4-per outlet NOTI E SUB-TOTAL �i THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON - 5% SURCHARGE S1'RUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 --.-- DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL Sc ABANDONED FOR A PERIOD OF 1130 DAYS AT ANY TIME AFTER TOTAL WORK IS COMMENCED. Special Conditions -- MACKENZ(E ENGINEERING INCORPORATED (�F-'TIT[EM 0[F Tr IM[A,\96APUTZIL MACKENZIE/SAITO&ASSOCIATES, P.C. 000 S W. BANCRO T STREET • P.G BOX 69039 PORTLAND, OREGON 97201-0039 (503)2249560 (503)2249570 FAX(503)228 12.85 Date: February 28, 1990 Project Number 288422.G6 City of Tigard Attention: Per)T)i is Section _ _ ----- — - Project Name: Bldg- 215 Lobby Core Please find attacher+- shop drawings plats samples :specifications __-copy of letter — change order details calculations Number of copies: Description: --��-- -S-e_U-5 h-ee ts-Al -- -_--- ---------- - ---- For your use — For your review _ For approval As requested REMARKS: r Copy to. -H-L. Green (w/10 copies plans) and Pacl'rust- w/3 copies glans -- -- — — — Signed: Betty Sheppc;rdl'as Mailed R Delivered To be picked up it•ncluurn eco not as noted,kindly notify US of We I 'Alt PAYMENT REC Wit L1010%4*.i I C 1 TY OF T I GARD — �ECk I F T OF CHECK wiouNT s 30 I CASH AMOUNT : .ao wa,MF:s MAUFNZIE ENGINEt,F:IrJO PAYMENT DATE 1 112--28-•9() I ,DDF�E5S; i40CK 140,'ALDhs FOF'TL�1ND, OR ;7201 AMOUNT PAID AMpIlN"F FAID F'UFFpSE OF F`F,YMFNT PUFF-OSE OF PAYMENT _ ._..._ _._.__... ____.__._________ _______•- (5"!•) l 'u5 STATGUILD PERMIT Ti-X BUILDING) � RMIT I 11�r.�0 t'I._,•;rJ F I T _4�•q CNECM FEE '�� ��AI_AT 1 N VFAI_L r' F'E 9.< I TGi0- r,MCLINT PAID i 9 ■ TUALATIN VALLEY FIRE & RESCUE. AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4'V)5 • Beaverton, OR 97076• (503) 526-2469 • FAX 526-2538 February 26, 1990 1 Tom Wiitala Pactrust 111 S.W. Fifth Ave. , Suite 2950 Portland, Oregon 97204 Re: Oregon Business Park III - Bldg. B 15875 -•15895 S.W. 72nd Avenue Portland, Oregon 97224 Dear Tom: This i.s a Fire and Life Safety Plan Rev�.ew and is based on the 3.985 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local. ordinances and regulations. :nit heaters submitted on plans for the above captioned property are acceptable by this department . One het of approved plans bearing the stamps of the building department ,,s5uing the construction permit. and this office must be maintained on the project site throughout all phases of construction and roust be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must he obtained from the building department issuing the construction permit . UBC Sec. 307 If I can he of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, j Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department. .f Smoke Detectors Save Lives !!o ! ! ■ KMMA. INSPECTION NOTICE City of Tigard Building Department' P.O. Box 23397 t� Tigard, Oregon 97223 ,� Phone: 639-4175 Type of Inspection J -/L/ '�t+� Time. — A.M._ !� -P.M. Date Requested � --Perm-Permi4 Address ____��- 7`i 7 s�� �� #, Lot � Owner Builder The following B,iilding Code deficiencies are required to be corrected: f L t t1,4 iTn� Approved Presented to - //� Disapproved Inspector Date // �G, CALL FOR REINSPECTION ❑ YES L] NO N NAM CITY OF TIGAPD 13125 SW HALL BLVD. PL,UM13ING PERMI'i, P. o. BOX 23297 Applicants must hold Oregon Rel;istration to conduct a plumbing T I GARD r OR 97223 business or must be property ovvner,'operator f-,i}tiring outside help. (503 '639-4175 Noe of Debprtxmt - Plumbing Permit No.PIPmve [ 7 Address Description OUAN. AMT. ORS814-21-810 PRICE Job Tax Lot L_- Map.No. Address — FIXTURES -- 7.50 � 9�lock Subdivision - 7.50 Lavatory _-_-. ----- V;Am-j41rVj or name srness 7.50 - �'" Tut,or Tub/Shower tomb. - 7.50 '.ss Shower OMy _--_ ---- - Dp -- Water Closet 7.50,-J-_ -� -- - Owner City/State 7.50 Dishwasher __-- ---------_ --- hoPhon Garbage Disposal - - - _- 7.50 - - - Washing Machine- _ --- - ------ 7.50 7.50 Name Floor Drain 7,50 ai ung roes pftorte Water Heater --- - 7.50 Laundry Room Tray —. - Occupant City/SOrin?' tate -- --- 7.50 - &;;r F. tures(Specify) 7.50 - ame7.50 11 1 fJ U� Us ling Phone ----- --- 7.50 _..--- 7.5C ContractorMlc;�c Gty State LLANEOUS _ yen�b lax Na --- --� - $BNer 1 sl 100_- . Sowef-ea-Add.100'— - 15.00 _ tate s. Two tete u M s 01st 100 W20-00 -- (Resdential) water ' - _ - 15.00 �,tlta!�Nttr.rrrtaUon Water;iervioe @a. -it Y ackrtvwfodpc that r have rood tliis spplics - -- 30.00 green is correct,that I am regisiored with the State Buildeds Board.wd also Stam 8 Rain Drain t st.100' 15.00 ►rave a State PkrrrbMtg krx+rtsw Ctat the rVXrA ars{liven are corer',,,that all Storm&pNn Drain Adds.100' d Ors 25.10, plo�t9 work will be done n acrnrdarrce with N NXI that Mobile I*Ime Space -_-_ --- gon Revised Stwttnes Ch"ors 447 and 693 and�WI (M exempt from no help will be employed unless Ikbnsed urtdcrr back Flow Prevention 7.50 State registration.please give reason below). Dewe or Mt6-Pollution De-ice - If{7MEOVYNEfiS-I fterefry certify Thal 1 tom make owner d t�or Any Trap or W41610 t sa tl*d above.at wt0ch ioc llor 1 propose b rt►ake a pkimbktg b a Rx" - 7.50 my own use and fhb propertY is not bektg eonstrucisd for SW.lease or rent C�rtrtar�sd- -- 7.50 Catch Basin - - ------ -- - 40.00 Per Hr __- ---- kw.of Exist.PMmbing --- -- _ RoMmated k►lpeclbns 40.011 Per Hr - Aain Drain, 15.00 - -------- ----- Single Farr Dwlq. - Date AUT1fORTZED 916NATURE - tJesrxibe work new[) eddibont, alt tetlon E] repair r rr+sldential non rosidv fie _ --- 4_a dcxte - -�--- ----- - 25.00 T.0 0 MINIMUM PERMIT FEE ExWng use of SUB-TOTAL - - S• btAd V a ProPorty ---- - --- - _- -. .- - - - --- --__--__--- 5$ SURplopow CHARGEit"(it titbt,AakV -- 25$ PLAN REVIEW - - - -- pr pOprw ty - - - - -- ---- ____.----- ----TOTAL ZS MIOT1Cf -_ This pan,*beoomeg f%A and void M wodr Of onnstruc6in arra«��ved br ntarx»d wlthkr 1 W 4"Xw ll rxrw*wAon or work r*iJ*PwwW a period of 1A]days of Ivry tlrtM atior worh to orxwv"oncN W69CLAL CONDITIONS ---- Date ktnrrml by a� City of Tigard Receipt 13125 SW Hall Blvd. MECHANICAL PERMIT Permit P.O. Box 23397 DescTable Tigard, OR 97223 Table plbn �.11,Mecruntut Code CITY vadc>_ BMT 639-A175 1) Permit Fee -0 -o- 10.00 - Name of Dev"iopffwd 2) Supplemental Permit 3.00 Furnace to 100,000 BTU .00 Job address �p 1) ind.duds&vents 6 assCL—�""—�� A114. 2) Furnace 100,000 BTU + Tax lit Map 7.50 lr1d.ducts&vents Lot Floor Furnace («name a truiness) 3) 6.00 T_ ind.vent T' "_5 _ Suspended heater,wall heater Ma&V address phom 4) or floor mounted heater 6.00 Owner �� `S s �� �s� Vent not ind.in 300 ` Cin,/stale zip ) appliance permit 'f �7 �� Repair of heating,refrig., 6.00 Name 6) cooling,absorption unit _ v �JBoilercrcompto3HP 6.00 e_ Addressabsorp.unit to 100.000 BTU _ tvl* A� a h;p 8) Boiler oroompto3HP-15 HP 11.00 P Cky absorp.unit to 500,000 BTU Occupant �Stale� -- Name ---- 9) Boiler oreomp 15-30 HP 15.00 absorp.unit'h-1 million _ Boiler or comp to 30-50 HP 22-5050 Address C 10) absorp.unit 1-1.75 million Contractor Boiler or comp to 50 HP 1 1 C�lyete � 1 J� 11) absorp.unit 1,750.000 BT1J _--— - -_- Stale riegistration City Bus.Tax No. 12) Air handling ural l0 4.50 © _ 11.000 CFM -- Air handling unit 750 I hereby acscnow•tedge mat I nave read mis application mat Rvr ntormation given i.: 13) 10 000 CFM + — -- ,,orrecd,thud 1 am the owner or authorized agerd of Ru owner,Rut plans vibrr fitted are in . coaVkanoe w th State Laws.mat I run registered w1h me State&udders'Board.Ru!Rye 14) Non portable 4.50 rxrn,bw given is coned.(it exempt tram State regisirabion please give rear,,..below)• evaporate cooler 15) Vent tan connected 3.oil to a single dud --_ —. 16) VentilaUon ;tem not 4 r� _ included in apFliance permit ----T�- — Hood served by 4.50 ALL-- 17) mechanical exhaust ( «� —' — Date 18 Domestic type — 7.50 -T--- ) Describe work ❑ addition A alteration ❑ repair, El -.---incinerator -- --- to be done residential ❑ non-residential © 19) Goinmer(Jal or industrial 30.00 type incinerator Existing use of Other i.e.,woodstov-�,water .50 building or property ?0) heale r,solar,clothes dryers,etc. f 4 Proposed us -if building or p. arty-_ — 21) Gas piping one to roti outlets % 2.00 - Type of fuel- oil 0 natural gas 0 LPG ❑ electric: U 22) More than 4-per•nutlet NOTICE SUB-TOTAL )C) THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- 5% SURCHARGE ) S1 RUCTION AUTHORIZED IS NOT COMMENCED WITHIN 163 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER --- -- TOTAL WORK IS COMMENCED -- •— - Special Conditions _ - NUMMEMA INC.- 5405 N.Lagoon Avenue NONDESTRUCTIVE TFSTING C,7ASTRUCTION INSPECTION P.O.Box 17126 Vr FL bING CS0.L ITI7N 90iL TCSS T'NQ MAI .PIINSPECTION ,;11,;MICALALS ANALYSIS Portland,Oregon 97217-0126 ASS VINO H•r 31c AL TESTING Phone:(503)289-1778 LAA REPORT NO. : 94738 August 24 , 1989 Special Inspection DAILY FIELD REPORT CLIENT: H. L. Green PROJECT: PacTrust Building #17 JOD ADDRESS: 15875 SW 72 Tigard, Oregon TYPE OF I14SPECTION: Moisture (Roof) PERMIT N0: Fk821.76 WEATITER: TEMP: o Inspnc do n Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement , etc.. ) MGISTURE READING_ ON ROOF-TRE`' 7 & 8 on C 4 & 5 on C 8 & B 8-12-15-15-Deck 16-16-15-14-Deck 12-3.2-)-lo-Pirlin 15-15-14-Deck 12-12-13-13-Sub-Pirlin 14-16-16-15-Sub-Pirlin 11-11-11-13-Pirlin 17-17-18-15-Sub-Pirlin 12-12-10-9oGlulamPirlin 2 & 3 on_ E 4 Line E & F 11-11-12-12-Deck 10-10-10-20-Deck 14-14-13-15-Sub-Pirlin 12--12-12-11-Sub-Pirlin 11-11-13-9-Pirlin 15-8-9-9-Pirlin CC: H. L. Green (2) INSPECTOR: Dean Suminski City of: Tioard NUMBER: 399 Supplier R10E5Vt:.o AUG z 8 1989 . Comm"ow.lo'n,.M AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE 00 E,(T TY MAY UTaRE THE REPORT OR ANY PORTIONOTMEREOT WITHOUT OUR WRITTEN CLIENTS AU LMORIIAT ON PERSON MMMAREAM NORTHWEST EST TESTING ]LA] ORATO]E I ES9 INC. 5405 N Lagoon Avenue CONSTRUCTION INSPECTION NONDESTRUCTIVE TESTING MATERIALS INSPECTION P.O.Box 17126 WELDING GERTIEICATION CHEMICAL ANALYSIS Portland.Oregon 97217-0126 SO,L TESTING PHYiICAL TESTING A5SAY I N G Phone (503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: H.L. Green REPORT NO. : 94449 CAST BY: Rick Griesenauer SLUMP: 3 . 511 PROJECT: Pac Trust Building PERMIT NO. : 882176 ADDRESS: 15875 SW 72 DATE MADE: 8/11/89 TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 3 , 000 psi 3/4" MAX. SIZED AGGREGATE SACK MIX ADLITIVES: SOURCE: Ross Iceland CONDITION OF STORAGE: ASTM TICKET NO. : T474293 AIR TEMP: TIME: 8 : OOA CU. YARDS: 7 of 7 LOAD NO. : 1 CONC. TEMP. : WEATHER: Clear % AIR: LOCATION OF POUR: Tie back slab on grade perimeter. Test Weight Max. Load - lbs. Age Date Dark Pounds Load —XPi sQ. in. Average _ Tested 8/18 29 . 0 21.20 7 days 8/18 29 . 0 2180 2150 7 days 9/8 29 . 0 3080 28 days 9/8 78 . c 3040 3060 28 days NO WEST TESTING LABORATORIES, INC. Dennis Cody Supervisor. Field Operations AiC�ygD CC: H. L. Green (2) SEP Supplier City of Tigard int ,. .., PPMrCIION TO CLIENTS THr PUP-, :ND OURSELVES ALL REPORTS ARE SUSMTT[D AE THE I•.'`I II- I'[PTYCECLIENTSANDAREIN•ENDEL rORTHEUSE Or OURCLIENTSONL•NOO­HE►PERSON .- r ,•1 THE op Ono?OR AN.P00'I0N THE I•EV,F V/I71/00T C.IP 1401TTEN ALI 7 H04I2AT ION NOR']CHW ES r TESTING ]L:,%BORA'ICORI ES9 INC. 5405 N Lagoon Avenue NONDESTRUCTIVE TESTINr- CONSTRUCTION INSPECTION P 0 Box 17126 WELDING L'ER�IFICATION FOAL TEST INO MATERIALS INSPECTION Portland,Oregon 9721 -0126 ASSAY I NG CHEMICAL ANALYSIS PHYSICAL TESTING Phone.(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: H.L. Green REPORT NO. : 9399 SLUMP: 3 . 5" CAST Pi: Rick Griesenauer PROJECT: Pac Trust Building PERMIT vO. : 882176 ADDRESS: 15875 SW 72 DATE MADE: 7/17/89 TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 5, 500 psi 3/4" MAX. SIZED AGGREGATE 5210B Mix SACK MIX ADDITIVES: SOURCE: Ross Island CONDITION OF STORAGE: ASTM (4) and Two sets of 2 field ^ures TICKET NO. : T471670 AIR TEMP: 70 TIME: 3 : OOP CU. YARDS: 9 of 9 LOAD NO. : 1 and 2 CONC. TEMP. : 70 WEATHER: Cloudy o AIR: LOCATION OF POUR: Panel number 9 remake. Test Weight Max. Load - lbs. Age d ,_sLoad _,erAverage Tested Date_^ Mark Poun 7/24 I 29 . 5 4120 7 days 7/24 I 29 . E r 4170 4145 7 days 8/14 I 30. 4 7010 28 days 8/14 I 3C. 4 69(10 6955 28 days 7/20 I 29 . 3 2870 3 daysFC •7/zo 29 . 3 2990 2930 3 daysFC z 7/20 ZI 28 . 6 2990 3 daysFC � 7/20 II 28 . 6 2970 2980 3 daysFC NRT ST TESTING LABOP,RTORIES, INC. Cud,- De--.ilS Cody Supervisor Field Operations H . L. Green (2) Supplier City of Tigard VR^+Y"' '()1'•T( C.iI N'S THI cIN I' nrl ')IInS!'LEf+ ALL REPClRTS APE 6URM.TTf D 06 T+EFSTME All aS Keynotes: H�`NU(iAIL.' , .4--•L16r� 17 NoP ,.AAk ;IFSR• AF'PR'6:2VAL, 2. �L^12- �P-AIF-.F, e,LIE.MIT Hn"'' C )RLA! JING-< FOR FU�I. HSI ��HT TGr(f'r I- r'_ C-tom - 1/�� NIZ le lba ��U ', �Ip� I HR C ( '.11`) T. (Z III, IIeQ LLJ 2.G' MIN, r_• c�� fi ate- EM�I.`� ll.� Q .� cr O F W A LC F l-U G� a��GO I'Z i LR- ��I L=(✓ N — Ln U J L. a. U. r. LijTv, P 1 �Ar��(� IL, , Y N r ' s I r F s�. E�?e N�: N�s �" �E a y e a TR T��RN �N L To w� L� ' �� � -p � 10 . C'zEMa�lE ��'�'�.T '� - �.JINv�t,.l � INFILL< Yo I••;AT�N < � 1Q J >_ I I 'I P-E �.1�-aP L�, �r�PoS E G ��?EE 1, t� �'r� ,�•t3o�E °'6 (10 Z C.'�vF- 5El✓ DTI.. 2/A3 :; 12, ram u SLC �.�"R-a✓ .1,_LF2vR PL U M E::,, 10 k;� - - Ca �j r,-.,---•-. W O — 1 Y Y: h'• 1 I 1 1 .� O i I I 1 � I I 8 i } _... C _ n tit U, cm cn =Q _ _ �Qt`s U) Legend rf . v I , J m �, cu r. CLc M L �' _�_ FULL- HT UNI.I~515 (FTUNNEL_) j0 - o '•_�. 12 � C1�Y.@ I I" y' �- I ) -' � � �C-1,� I I-I� s�I-T •I,Ta�-i- -<�_�___%. �-- � I Bloom 1111@11181 Co ti F- U N L O r NE 61 I rn I � . GSR " � I ................... - — --- J = o o I IN a.T A L,,, N a IN FLAT a J w 1 N _ -AA: II'-C PRovlvi� OulCKR"P �� A. Sloe: �' Lo � GATIN 9d EGT ro PtL0dr DErr. APPR95VA �N EcF U 1 �TE� GLArs3 IN CorsFtlovp�... __ 2-28-90 BK i a� I, N IztEV, ( 4 3 - �-� 0 I - - � - � c H ��-- ---"---- -- -----" - MAf�f.+llf SAIT( 6 ASSU�:1At f.fi �t •ni 41 L RIGM'S Rf Sf R'4F0 ... ..nh aNl •.� I$. I'.u•, t Second Fll.aor Plan 1/8" : 1`0" _f C� North 1'5875 w �� I r D (AV SUBMITTED FCR REVISION TO PERMIT 3/ 21 /9O '2N288422.0�,,U� SI ��IFT �I I 1__—I 'I � 1II �IIII1III 1I1I I � I I ( I � I 'i ,. IDHMNI5 LESS - - �I--I-•-I ������I �'k� �TOi�u�r'n�e+� �..r(.a°a►�nrA1�211kM14#� I JJ� 3 LE THAN THIS NOTATION, � g 1111 IIIS DUE TO THE QUALI7Y OF e..... N.36 ���,x�-• ,�� THE ORIGINAL DOCUMENT. — - —7--- — -- --- - - - --T— - --- -- -�- -- — , t111:11 8Z8ZGZf�Z � 6 �L' 111111111711, 8�iE�piLT 9l I 4i �IN�111 ST ZT TT 8 L9 f 1v 1 Z[I, IIIIII1-111111111111III IIII�IIIIIIIIIIIII11IIIIIIIIIll11111111�1JdOl II1IIiiIl111IIIIIIIII�IIl�1111111 11111 IIII�IIII IIIIIIIII Illl�llIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIII IIII IIII�IIII IIIIII 11llULllIIII�NIII III 1 ' f 4, E4:1 A.r a/ I fL l �� `31(7 _ �r i r, II -• U u 60 rwo I TYr, hl/ t? I YF'F K _ >�'T I I-1 I` x'a , ►�Z*�,`>< ° Ftfa, '...► orf v� II a C ��'f'lObi . 3l GtMAt4 MxeI� %��, -HEW��� ) �4G�REFT t � l ► _ +- � U c� p►a _ L T L II <3� - - - X co C.00 N f T�•� (�..apF. .aYuj gr i TI F�. Tn - x z I Ir �' N La N t✓�« N 07 e7 �, E t=om"-j c AT 6 V M I. q 6111.4 L14 14-45- SA"' vT s E-'(-_ P-u ra N e fk W ! Ir,_ C-L-./ rpc..E q 0 W s u Fn1�T I N I'�I, " riT �•� �.pYE I r p!� I F ,-.v _;} I X �• 11J Q tr I.P� I AT!I•� C.+✓'�'( r3Uf^ �1' I'_ 1� cn � II �7 a v✓Y� � 2�' GNU' f>�-Ert.'-��J boy-IEP 4- �' � 71 Z u- ��I-c 16, W� r.I I. WLU w �Icr „ ) c3 z ' I po►-1 t>F P- C�(� I�'�N t1�'' 11 Q UU Q N 2 06 '1 0CR }�—� �-- I - �i �-. �',a•� t�'1�,������T ISN � ' � G�==+_.�.�I�'i ISI;G,��-�'�. � ��I� Imo•!� �.-.� i.:�T�., 4� �TI�.t � F�/.�i"I ! N�, pL��,N I s .ate TYPE 'X'c�TP, P.w. • EA, �I 4E L,F . 40 IIR-Ltt1Nh -�- _� _ - cp ; _ 1 0 ca 61 co IT - • •. s VIV! 1G. rye / � 4 e �{p IL - 241 o� �I�u 11 'Y�IVINC�tCR i4Cb•. STYE L �.• I I%411 cp `STD. pl?:. m .� V TL r�Tu PIE; (P I 1 I o 3 �+ Itis t:jLL(TYF) II I5p. �,,�NDRbIL. vF 0 � • 73' • � ; �8 , Y�E �c G'r P. �u� N T t�a!_Ls� : 4'•-a`DG. M�, T7f" ` ! O "" � I , SCEP—Lo., At) PrOK { r,. GAPE Aro RFODL It Got.UiaN C.-AF A•EN� J Ma cvNU. i oaf" 3�'Tv►�r3 AAOO fu to 19 L�,3 f Z w o ' 4 I; .�______,___..__ ��c�;cC� II 'o _ --���x.�I� . r -= - - /' r1G � � I , 1 f 4 0�,. �c1. K. __- _ _ -- - _ __-_—_-_ �Fz 11` %►E Z tTY ) 1 u , or DATF - - - ------- -- T 2-28-90 - lq __ w rl.� �' r QI ._.______ .. _._ . - ---_ DRawr�sY: 6K/MMH CHECKED BY r _4✓/tllcnP ' w �'�G TY�v AXI ) -7 REVISIONS: XV PhRAtT �i L,. , IJP — � �. `�'1Vr•1dtCIC _...._'�' � .`.� i} I � (b�"o!�t7�r� _7• , aI AS I I `\. ` �—' - - I _ 3 -•"� MACKEmZWjSMTO•AUOCIATES.P.C. �• ^jJ I I"o, 1111 RIGHTS RESERVED _ I ` THESE DRAWINGS ARE THE PROPERTY OF MACUENZIE'SAITO 6 ASSOCIATES,PC (M SAI AND ARE NOT TO BE USED OR REPgO i`• �j DUCED IN ANS MANNER EXCEPT WITH THE II ♦- '�• Ir, ` PRIORWRITTFNPFRMISSIONOFMSA 1 NEW 41 Nc `:�uA� _ -- - --- L a�3x-�.�g A' - r ra��,�r�E.�, r7���N SHFFT _ � •-;%'"y/'4''m o�.c�Ela /�'.lc..,-�il� ��' 2'-�t �:: CIF f 4 s 15[175 SW 72ND AVENUE AS SUBMITTED FOR REVISION TO PERMIT 3/ 21 /90 UBNo-288422.06 4 nF C - .:, :k'�n.:�r:J1�+.rcP1w .. ' ,�lu,. ,w _ na,�le�"-"" '•'u"•'.....,*a+IM�1'^' w v " IF THIS DOCUMENT IS LESS III } Ili� lllllll 111�71'IIII �IIj,I���II �I� III� IIIIII lllllllllllllllIIIIIIIIIIIIII I IIIiIIlllllllli IIIIIIIIIIf1f��,,��Tm1�IIIIII11�1�IIIIIIIIIIIII I II'IIIIIIIIIItC � [9LEGIDI,E THAN 'PHIS NOTATION, ------- —_ _. ` �L_ _____ `_�.1_ .__ _ �' ----_ —�L__ �L_. _ lh 11� 1L, , I OBER IT jS DITE TO THE QUALITY OF N0.;18 �•••�_•-. �1 THE ORIi=IituL llC1CUMEN'T• 8Z 8Z —LZ 9Z Z ib 7, E _I 7 IZ OZ 8i�8T LIT 81 41 iii ET ZT TT i 8! L 8 4 I �f E `Z iolrue ' �I�Illlu IIIIIIIIIII lIIIIIII Il IIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIilllll IIIIIIIII IIIIIII�III�IIII IIIIIIIII,iIlllllll IIIA VIII IIII llll�llll IIII�II►IIIIII�IIII IIIIIIIIIIIII►�III11►►lilll►Illlll�►III �►���►III I�il lil�l�lll�ll!I IIII�IIII II Illlllll IIIfN��� -,'> 1 I I III t CIT/ NO 7T W CITY" OFTIOARD 0910001 AM 7/ 7/89 COMMUNITY DEVELOPMENT DEPARTMENT C)A'1'1::: 15 -)Ef) : 7.Tigard,Oregon 97223.(503)6394175 M. O N 13125 S.W.Hall Blvd..P.O.5012339 K SW 72NI-) AVI pAw< 1'.J.:l: HUSINESS ORE* If N(*.) : I TEM: NO: '144AP NI- W WAIIJI E.)KI"LOW rAWNTA uPINAL. 'TRAV' PPIME-'A I'll I r 11:4 l nl.. 1 AVORAIIIIRY -TRAP'll .1 it-),, I I fill .1 I. IN (-.,Al4BAG1`. ly.r.SVIDSAL WASHI.W., BLDGA)RAIN MIA L.All.)NI)AY 1*AAY Fri c)CM DAiI SE-WEP (F T) 600 SINK 'Er S1144WRA-119 (F'T' W A-1,F.*.:p a1+1EA —---------- I.:::E: $1125 Of) pr:-.:r4M1,T, 0 W NI "W t-.)w 9*720A `P.0 ..h:`54.10 RSTATE 1AX DE AN O 1-1,14111 N N T F1 A 011d 972" TOTAI $162 -50 1 ,11( loll ,1 1.5) zi 2 :1.,1200 PT ----------- NO ,,(jqj,hlpc.t to the regulations contained in Title 114 Specialty Codes,toning regulations RE'QUIPF-D 1:Nt,-:1r*-C,'T1(JNS (,I ()rpq(,)n Sp and otdinances, and it is hereby - Ippitcahie cod- I n accordance with the plans and E."ME 1.1 W,k win I top(forte With all applicable codes and N I ornphance . AB j­.v of this permit does not waive restrictive and subcontractors shall have current city NAL. This pprmil will expire and become null and tjtjp(j within 180 days oritwork Issuspended or c)f 180 days anv time after work has I,tip thp responsibility of the permittee to assure 1,Iills AFP IPICIL.ested and approved II SEPARA I E PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE k'.U.I UX Lir a CITY OF 'TIGARD PLUMBING ��CR%�Blvd- CITY m,.m hold "on Relllstration to conduct a plumbing PER M IT 639-4175 i business of must be properly owner/operator not hiring outside help. Name of Denrelopr11e01 Plumbing Permit No. Aka Address Qr'atxlpuort PRICE AMT QRS 514-21-010 Job Tax Lot Map.No. Address FIXTURES _ Block-- 'bdiviskxn Sink sme of name o . ness Lavatory r.so - - Tub or Tut)/Shower Comb ---• _.- 7.50 am l (,Aoarosq Shower Only ----_ -7 50 Ws1erC1ase1 -. -- 7.50 - - Owner Ity/.tele Zip �- - Dishwasher 750_ -- - -- Pltcxte - Garbage 04300sal -- _ - 7.50 _ Washing Machine - 7,50— Namn Floor Drain -_-- 750 - Phone -- WalerHesler - Laundry Rolan Tray -` 7,50 - _ Occupant C1tyl tate Uanal _ _ - 1,50 e other Fixtures(SpeCNY) - 750 _ AfM 7.50 14*&V XMress phone M_750,- ---- �i / `> C-- yar lfYCtpf (;Ity!$late rap _.-- Pc.F .O.Vl' �'r / � MISCELLANEOUS _ city Tex No 'Sower 11111100' _ 3000 15.00 Sewerea.Addit 100' -- �, >tote s. o. ate r s o -- __ W ster SenAoe 131100 / _?0.00 - (Resvienlial)t�,�L f{ 4 - — - �-�-- W d«Bevies as.Addil.WA' t 5.00 I hereby i da wlwir that I have resri this apt*callon.Utst ria IMcxmstlsn -- 30 00 ptvert is cons d,Ural 1 am reoclered with Use State EkAIG r'a Board.and also Storm it Rain Orales 1 s1.100' 1500 haw a Slate PkK4,*V license Utas U»rnxnbera ply"are oorr�f a Ltd all $trym a P-)n Drain Addll 100' _--- --- - pluntbk►p work wia be dons In socordance with sipt�le provtalons d Ore- _ -- - - _ codes and that Mnblle Hnrne SP" 2500 pen Revised StalNss Ctusptsra 447 t+rd 593 and appll�Me —_._.- - -- no help wsl be empirtyed W"M Ibenaad under ORS 503.(M m exept tram _Bads Flow Prt►vsnt+ort State reghwatkxn,pleameson bellow).0" ). Device or Arty-PoUulxr w Dee. - - - 7 50 HOMEOWNERS-I Irby oerWy fnd I am Ane own«d t4 pr'op«h do f aort»d ahoy,at watch loearoft 1 Ofvpoea so incite a pMd Arty Trap of Was"Not 7.50 - my olvtn use and bila property 10 not bektp aonstr'ueMd for sats,lease+or r«4 Ceftrnfled b a Fixture _-- Ca�t per' -_ - - 750 -- -- hap.of ERM,Plop_-�_ _ 40 0o P«Hr Specially RsqueMed hsps°"°"' + - 40 00 P«H! � of PILOT"wNf�rt - 15.00 min Naw 9140 a®,rand.Addllon 25.00 nwt AUT1/ORIZEO 10 TUR Ode - — �ain�sir,�le 15.00 IgeCsbe wUA new❑ d adition❑ oe;eratkxt H repall(l i�11 irU - Oorn reeldenUal n - ^on-"ro�tillil _� ------ - -- Fxldk use of Vj&TOTAL ef Pfqpowd U0110 til __-. - Tii!>rtl -- SAZ" huQb s pa►ndt by Wx, nus:rad vole!1 woo or oonetruoron wRfwrued be mt com- erwsrtsd wtdi�t sl0 davw,er N o«1sM'slcAbn a tvoelt r rsslssrsdad e,aAsrndrt►s�d Ier a pv1M r>t •n0 eWM at"&M r uv wrxti Is nernnwnrsd t1MQl4L O sOIM --- - ----- t,y _ Oats Ma1teA _ -_ - - NORTHWEST TESTING LA\B®RATORI ES9 INC. 5405 N Lagoon Avenue NON-DESTRUCTIVE TEBTIN' CONSTRUCTION 146PECTION P.O.Box 17126 WELDING CERTIFICATIC MATERIALS INSPECTION S7,L TESTING CHEMICAL ANALY51S Portland,Oregon 97217-0126 ASSAYING PHYSICAL TESTING Phone(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: H.L. Green REPORT NO. : 93634 CAST BY: Rick Griesenauer SLUMP: 311 PROJECT: Pac Trust Building PERMIT NO. : 882176 ADDRESS: 15875 SW 72 DATE MADE: 7/6/89 TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE REC1D: 4 , 000 psi 3/411 MAX. SIZED AGGREGATE 4310B SACK MIX ADDITIVES: SOURCE: Ross Island CONDITION OF STORAGE: ASTM (4 ) and Field Cure (2) TICKET NO. : T4-70977 AIR TEMP: 60 TIDiE: 7 : 30A CU. YARDS: 7 of 7 LOAD NO. : 1 CONC. TEMP. : 70 WEATHER: Clear % AIR: LOCATIOII OF POUR: Tilt panels 5, 6, 8 , 9 , 10, 11, 12 , 13 , and 4A. Test Weight Max. Load - lbs. Age Date Mark_ Pounds _ Load per sq. in. Average Tested 7/13 29 . 6 3770 7 days 7/13 29 . 6 3820 3 795 7 days 8/3 29 . 3 5130 28 days 8/3 29 . 1 5090 5110 7.8 days 7/17 29 . 1 3130 6 days FC 7/12 29 , 3 3400 3265 6 days FC NOR'T EST TESTIPIG LABORATORIES, INC. C Dennis Cody Supervisor Field Operations cc: H.L. Green (2) Supplier City of Tigard AS A MUTUAL PPOTLCTION TO CLIENTS THT PUBLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE CON'IOENTIAL PROPERTY OF CLIENTS AND AN'INTENDED FOR TNF U6E OF OUP CUE NT9 ONLY NO OTHER PERSON OR ENTITY MAT UTILISE TNF REPORT 001 ANr PORTION THEREOF WIT NOLIT OUR MINTTEN ALIT 40012 AT ION NORTHWEST®R'JI']H[WEST T ESrl I VG LABORATORIES, INC. RECEIVED 5405 N Lagoon Avenue CONSTRUCTInN INSPECTION P.O. Box 17125 NON.OESTRUCTIVF TESTING MATERIALS INSPECTION (►, MELDING CEP�IFIC A TION C111 MICAL ANALYSIS AUG 0 4 1989 - Portland,Oregon 97217-0126 SOIL TESTING 'H'S'CAL TESTING ASSAYING CM OF TM Phone,(503)289-i 778 CONCRET3 COMPRESSION TESTS TESTED FOR: H.L. Green REPORT NO. : 93607 CAST BY: Dean Suminski SLUMP: 4-1/2" PROJECT: Pac Trust Building PERMIT ]VO. : 882176 ADDRE::S: 15875 SW 72 DATE MADE: 7/3/89 TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 2 , 500 psi 3/411 MAX. SIZED AGGREGATE Mix 4310B SACK MIR ADDITIVES: SOURCE: Ross Island CONDITION OF STORAGE: ASTM & Field TICKET NO. : A18436 AIS: TEMP: 60 TIME: 7 : 30A CU. YARDS: LOAD NO. : 1 CONC. TEMP. : 70 WEATHER: Cloudy % AIR: LOCATION OF POUR: Tilt panels 1-4 and 14-18 . i Test Weight Max. Load - lbs. Age Date _Mark Pounds Load mer sa. in. Avera_geTested 7/10 28 .7 3400 7 days 7/10 28 .7 3360 3380 7 days 7/31 28 . 9 4620 28 days 7/31 28 . 9 4670 4645 28 days 7/10 FIELD 27 . 9 2830 2830 7 days WC FIELD NOR WEST TESTING LABORATORIES, INC. QC1*' Dennis Cody Supervisor Field Operations H. L. Green (2) Supplier City of Tigard F a . At PPOTECTION PUBLIC AND OURSELVES ALL REPORTS ARE SURMITTEO AS THE ., r-mF a•.rrA RE INTE NDEV rOPT1E USE OF OUR CLIENTS ONLY NO OTHER PERSON .r .,r r.. •I •.i r.rI c,,PURTION THFPEOF WITMOLI�OUR WINTTF N AUTNORIJATIF1N t NORTHWEST VO V,. JL H V V IEJST TJLJSTI1 V tV LABORATORIES, INC. 5405 N. lagoon Avenue NONDESTRUCTIVE TESTING CONSTRUCTION INSPECTION P.O. Box 17126 WELDING CERTIFICATION SO,L TESTING MATERIA L5 INSPECTION C1 EMIOAL ANALYSIS Portland,Oregon 97217-0126 ASSAYING PN rSICAL TESTING Phone.(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: H.L. Green REPORT NO. : 93520 CAST BY: Jewell Williams SLUMP: 3-3/4" PROJECT: Pac Trust Building PERMIT NO. : 882176 ADDRESS: 15875 SW 72 DATE MADE: 6/28/89 TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 6/29/89 3 , 000 psi 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: SOURCE: Ross Island CONDITION OF STORAGE: ASTM TICKET NO. : A18P27 AIR TEMP: 60 TIME: 10: 25A CU. YARDS: LOAD NO. : CONC. TEMP. : 65 WEATHER: Overcast % AIR: LOCATION OF POUR: Floor slab between A and B line. Test Weight Max. Load - lbs. Age Date — Mark `__founds Load _-_mer s in. Averaqe Tested 7/5 28 .7 2420 7 days 7/5 28 .7 2480 2450 7 days 7/26 28 . 6 3430 28 days 7/26 ^8 . 6 3380 3405 28 days NOR`f .ST TESTING LABORATORIES, INC. A Dennis Cody supervisor' Field operations (7C: H,.I.. Green (2) Supplier City of. Tigard A-AMUtI.IAL RROTF rr���r, •,,ir�,Els ND►t.PU2LIC AND NOEOFOR OURSELVES L S ALL*CUTS TS AIN`SUpMITTgD AS THE NOOTNER PERSON +NtIDENTIAL 49("1'- ` I,ANY PORTION TNEREOE WITMOIIt f1IIR WRITTIIN AUtMORIZNION NORTHWEST TESTING ]LAB®RATORI ES9 INC. 5405 N. Lagoon Avenue NONDESTRUCTIVE TESTING CONSTRUCTION INSPECTION P.O.Box 17126 FIELDING CC",IFICATION MA TERiALS INSPECTION SOIL TESTING CII EMICAI. ANALYSIS Portland,Oregon 97217-0126 ASSAYING PHYSICAL TESTING Phone.(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: H. L. Green REPORT IINO. : 93416 CAST BY: R Griesenauer SLUMP: 4 1/2" PROJECT: Pac Trust Building #17 PERMIT NO. : 882176 DATE MADE: 6-22-89 ADDRESS: 15875 SW 72 TYPE OF SPECIMEN: 6 Y 12 concrete cylinder DATE RECD: 6-23-89 2500 psi 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: SOURCE: Ross Island CONDITION OF STORAGE: ASTM TICKET NO. : T4-65841 AIR TEMP: 60 '21ME: 5: 00 CU. YARDS: 7 / 7 I LOAD NO. : 1 CONC. TEMP. : 70 WEATHER: Clear AIR:' -- LOCATION OF FOUR: Slab on grade Bays 2 and 4 Test Weight Max. Load - lbs. Age Date _ Mark Pounds Load _mer sq.. in. AvLraeTested 28 6-29 . 9 2190 7 days 7_2n 18 . R 3410 28 days 7-20 28 . 8 3470 3440 28 days NO RT EST TESTING LABORATORIES, INC. Dennis Cody Supervisor Field operations CC: H. L. Green ( 2 ) Supplier City of Tigard a MUTUAL PROTECTION TO CLIENTS TwE PUBLIC AND OURSELVEb A1.; PI mf.Tg.PI. I nMITTEO AS TWE n ,n DrNT IAL PROPERTY OF CUENTSANDARE INT[NDEOFORTHEUSt "PERSON r sir P.ren PTM IF AN,PI1P.irrN TH[R(fWIT MOI" aw NORTHWEST TESTING LABORATORIES9 INC. 5405 N Lagoon Avenue NON.UESTRUCTIVE TESTING CONSTRJCTION INSPECTION P.O. Box 17126 WELDING CERTIFICATION MATERIALS INSPECTION 50,L TESTING C IIEMICAL ANALYSIS Portland,Oregon 97217-0126 ASSAYING .'N Y 31 C;.L TLSTING Pnone:(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: H.L. Green REPORTING. : 93399 CAST BY: Rick Griesenauer SLUMP: 4" I PROJECT: Pac Trust Building PERMITINO. : 882176 ADDRESS: 15875 SW 72 DATE MADE: 6/21/89 TYPE OF SPECIMEN^ 6 x 12 concrete cylinder DATE RECED: 3 , 000 psi. 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: SOURCE: Ross Island CONDITION OF STORAGE: ASTM TICKET NO. : T470223 AIR TEMP: 65 TIME: 8 : OOA CU. YARDS: 9 of 31 LOAD NO. : 14 CONC. TEMP. : 70 WEATHER: Clear % AIR: LOCATION OF POUR: Slab on grade bays 1 and 3 building 17. Test Weight Max. Load - lbs. Age Date MarkPounds _ Load per sq. in. Average Tested 6/28 28 . 7 2420 7 days 6/28 2.8 . 7 2480 2450 7 days •7/19 28 . 8 3750 28 days 7/19 28 . 8 3800 3775 28 days NU WEST TESTING LABORATORIES, INC. i Dennis Cody Supervisor Field Operations CC: H. L. Greer. (2) supplier City of Tigard A6 A MUTUAL PROTECTION TO CLIENTS TME PUlUC AND OURSELV[R ALL REPORTS ARE�UbMITTED AS TME C ONEIDFNTIA 1010110E P"Or CLIPNT<AND AREINTENbEO FOP TME UAE OF0'JP CL IENTS"NO NO OTMER PEP9UN nR ENTITY MA• 10fPORT ORAN,PORTION?HEREOF WITMGUT GUR WRITTEN ALIT MARIE ATION NORTHWEST TESTING LABIORAT©RIES9 INC. 5405 N.L pagoon Avenue NON•OESTRUCTIVE TESTING P_O_Box 17126 WLLCING CERTIFICATION CONSTI:UCTI�N INSPECTION 5 0 L TESTING M ATL RI•I.5 INSPECTION Portland,Oregon 91217-0126 ASS VINO CHEMICAL ANALYSIS PNViICAL TESTING Phone.(503)289-1778 CONCRETE COMPRESSION TESTS REPORT NO. : 93140 TESTED FOR: H.L. Green SLUMP: 3" CAST BY: Rick Griesenauer PERMIT NO. : 882176 PROJECT: Pac Trust Building DATE MADE: 6/9/89 ADDRESS: 15875 SW 72 TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 2 , 500 psi 3/4" MAX• SIZED AGGREGATE SACK ,MIX ADDITIVES: SOURCE: Ross Island CONDITION OF STORAGE: ASTM TICKET NO. : T469670 AIR TEMP: 75 TIME: 1: 30P CU. YARDS: 9 of 1.6 LOAD NO. : 2 CONC. TEMP. : 68 WEATHER: Clear. % AIR: LOCATION OF POUR: Sheer wall footing and perimeter footing building 17 . Age Weight Max. Load - lb . Tested Test LoadAverage T Date _Mark Pounds_ ----p— 7 days 29 . 1 2030 6/16 2060 7 days 29 . 1 2090 6/16 28 days 7/7 28 days 7/7 NOR EST TESTING LABORATORIE: . INC. iL Qrkt Dennis Cody operations Supervisor Field op C(-: H.L. Green (2) Supplier City of Tigard AS A MUTUAL PROTECTION TO CLILNTS.TME PUBLIC AND OURSELVES All PCL"N':.M NO O?TLO AS IME CENIOTV MAY UTOPrL TNFOf CLIEN OR ANY PORTIONOTNCRCOF WETMOUT OUR WRITTFN AU HpRR ON PERSON NORTHWEST T ESTI G ]L XB��ATORIES, INC. 5405 N Lagoon Avenue / CONSTRUCTION IN 5PECT ION p NON•DE5TRUCTIVE TESTING MATERIALS INSPECTION P.O.Box 17126 WELDING CERTIFICATION C.IEMICAL ANALYSI5 Portland,Oregon 97217-0126 50L TESTING PN YaICAL TESTING AS5A YI N:. Phone,(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: H.L. Green REPORT NO. : 92062 CAST BY: Rick Griesena:ier SLUMP: 4" PROJECT: Pac Trust Building PERMIT NO. : 882176 ADDRESS: 15875 SW 72 DATE MADE: 4/14/89 TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 3 , 000 psi 3/4 MAX. SIZED AGGREGATE SACK MIX ADDITIVES: SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T4-67101 AIR TEMP: 720 TIME: 11: 30A CU. YARDS: 7 of 7 LOAD NO. : 1 CONC. TEMP. : 670 WEATHER: Cloudy % XIR: LOCATION OF POUR: Walls for stairway outside west end of Building. Test Weight Max. Load - lbs. Age Date _ Mark Pounds Load per sg_in. Average Tested 4/21 29 . 8 2300 7 days 4/21 29 . 8 2350 2325 7 days 5/12 28 days 5/12 28 days NOR EST TESTING LABORATORIES, INC. gEGEiVICED Dennis Cody APR 2 1��cJ Supervisor Field Operations CC: H. L. Green (2) O�awdb p�bpmcat supplier City of Tigard AR A MUTUAL PROTEMON TO CLIENTS THE PUSLIC AND OURSELAS ALL REPORTS ARE SUSMIMD A5 THE CONFIDE NTIAL PROPERTY OF CLIENTS AND ARE INTENDED FOR TME USE OF OUR CLIENTS ONLY NOOTHER PE RSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR IYMITTEN AUTNORIMION + `11 RTH V V EST TESTIl V G LJi BV.RA JC ORIES9 INC. CONSTRUCTION INSPECTION 5405 N. Lagoon Avenue MATERIAL5 INSPECTION P O. Box 17126 NON-0 ESTRUCTIVE TESTING C�IEMICAL ANALYSIS WELDING CERTIFICATION RHYSICAL TESTING Portland,Oregon 97217-0126 DECEIVED SOIL TESTING Phone (503)289-1778 ASSAYING MAY 17 1989 CONCRETE COMPRESSION TESTS Communky De"lopmmt TESTED FOR: H.L. Green REPORT NO. : 92062 CAST BY: Rick Griesenauer SLUMP: 4" PROJECT: Pac Trust Building PERMIT NO. : 882176 ADDRESS: 1.5875 SW 72 DATE MADE: 4/14/89 TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 3 , 000 psi 3/4 MAX. SIZED AGGREGATE SACK MIX ADDITIVES: SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T4-671.01 AIR TEMP: 720 TIME: 11: 30A CU. YARDS: 7 of 7 LOAD NO. : 1 CONC. TEMP. : 67D WEATHER: Cloudy % AIR: LOCATION OF POUR: Walls for stairway outside west end of Building. Test Weight Max. Load - lbs. Age Date Mark Pounds---_ Load Der sq in _Average Tested 4/21 29 . 8 2300 7 days 4/21 29 . F • 2350 2325 7 days 5/12 29 . 3 3800 28 days 5/12 29. 3 3F,90 3845 28 days NORT ST TESTING LABORATORIES, INC. ca-*t*I Dennis Cody supervisor Field Operations CC: H. L. Green (2) Supplier City of Tigard AA MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSLLVLS.ALL REPORTS ARE SUBMITTED A5 TNF c Nr IDE NTIAL PROPEPT T OF CLIENTS AND ARE INTENDED FOP TME USE OF OUR CLIENTS ONLY NO OTHE R PE RSnN OR ENTITY MAY UTIL1?E THE REPORT OR ANY PORTIDN THEREOF WITHOUT OUR WRITTEN AUTHORITATION NORTHWEST TESTING LABORATORIESg INC. 5405 N. Lagoon Avenue NONDESTRUCTIVE TESTING CONSTRUCTION INSPECTION P.O. Box 17126 WELDING CERTIFICATION M.TERIALS INSPECTION 60'L TES T INO C,LEMI C AL ANALYSIS Portland,Oregon 97217-0126 ASSAYING PHY,ICAL TESTING Phone.(503)289-1778 CONCRETE COMPRESSION rECTS TESTED FOR: H.L. Green REPORT NO. : 91950 CAST BY: Rick Griesenauer SLUMP: 3-1/2" PROJECT: Pac Trust Building PERMIT NO. : 882116 ADDRESS: 15875 SW 72 DATE MADE: 4/6/89 TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECEU: 3 , 000 psi 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: SOURCE: Ross Island Sand and Gravel CONOTTION OF STORAGE: ASTM TICKET NO. : T4-66687 ATR TEMP: 700 TIME: 1: 30P CU. YARDS: 7 of 7 LOAD NO. : 1 CONC. TEMP. : 700 WEATHER: Clear % AIR: LOCATION OF POUR: Tie backs to SOG at northeast coiner Building. Test Weight Max. Load - lbs. Aget Date Mark Pounds Load per sct. in. _ Average. Tested 4/13 29 . 8 2460 days 2475 7 days 4/13 29 . 8 2490 5/4 29 . 3 3700 28 days 5/4 29 . 3 3750 3725 28 days NO '^ EST TESTING LABORATORIES, INC. ' RECEIVED MW 81989 Denni•i Cody 134* Supervisor Field Operations C I DmWpmed CC: H.L. Green (2) Supplier City of Tigard AS cooAMut UAI I ROTECTION TO CLIENTS THE PUBLIC AND OURSELVES ALL REPORTS ARE$U$MTTED AS THE LY NO OR EFNTITY MAY UTIIL IDENIIAL PRO2E MERTYOREPORTTOR ANY PORTIONAND A PIEDTMEREOF WITHOUT OUR WRITTEN AronTmt USE OF OUR CLIENTSOUINORIi�ON HE"PERSON 1' N ORTHW)[s" TESTING' L!-]i,JI.DyJ+RATORIES9 INC 5405 N.LagoonAvenue NONDESTRUCTIVE TESTING CONSTRUCTION INSPECTION P O B07I 17126 WELDING CERTIFICATION SOILTES TING MATFRIALS INSPECTION CIIEMIC AI. ANALY SIi Portland,Oregon 97217 0126 ASSAYING PHYSICAL TESTING Phone.(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: h.L. Green REPORT NO. : 91950 CAST BY: Rick Griesenauer SLUMP: 3-1/211 PROJECT: Pac Trust. Building PERMIT NO. : 882176 ADDRESS: 15875 SW 72 DATE MADE: 4/6/89 TYPE OF SPECIMFN: 6 x 12 concrete cy] indor DATE RECD: 3 , 000 psi 3/411 MAX. SIZED AGGREGATE SACK 1MIX ADDITIVES: SOURCE: Ross Island Sand arid Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T4-66687 AIR TEMP: 700 TIME: 1: 30P CU. YARDS: 7 of 7 LOAD NO. : 1 CONC. TEMP. : 700 WEATHER: Clear % AIR: LOCATION OF POUR: Tie backs to SOG at northeast corner Building. Test. Weight Max. Load - lbs. Age Date Mark Pounds Load r,Qer sq. in. _ Average_ Tested 4/13 29 .8 2460 7 d?.ys 29 . 8 .2.490 2175 7 days 4/13 28 days 5/4 28 days 5/4 NORTHWEST TESTING LABORhTORIES, INC. Dennis Cody Supervi-sor Field operations C_. H.L. Green (2) Supplier City of Tivard AS I MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES ALL FEP01115 ARE SUBMITTED AS TwE CONFIDENTIAL PROPERTY Ot CLIENTS AND ARE I, tN4 ED.O.:.E USE 0' OIr,WN11TNTN AON IOT ON PERSON ■ mw Fm 9 NORTHWEST TESTING ]LAIBORATORIL]ESg INC. 0000, 5405 N Lagoon Avenue NON.DgSTRUCTIVE TES TING CONSTRUCTION INSPECTION P.O.Box 17126 WELDING CERTIFICATION MATERIALS INSPECTION EOL TESTING It MICAL ANALYSIS Portland.Oregon 97217-0126 ASSAYING P N Y 31 CAL TESTING Phone.(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: H.L. Green REPORT NO. : 91615 CAST BY: Ri::k Griesenauer SLUMP: 4" PROJECT: Pac Trust Building PERMIT NO. : 882176 ADDRESS: 15875 SW 72 DATE MADE: 4/4/89 TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 3000 psi, 3/4" MAX. SIZED AGGREGATE, SACK MIX ADDITIVES: SOURCE: Rcss Island Send and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T4-66647 AIR TEMP: 60 TINE: 8: 00A CU. YARDS: 7 of 7 LOAD NO. : 1 CONC. TEMP. : 70 WEATHER: Rain % AIR: LOCATION OF POUR: Tie backs slab on grade at dock area Building " .6 . Test Weight Max. Load - lbs. Age Date _Mark _ Pounds Load Rg_:r sq, in. _ Average Tested 4/11 29 . 12 2390 7 days 4/11 :'9 . 11 2460 2425 7 days 5/2 29 . 6 3590 20 days 5/2 119 . 6 3640 3615 28 days NORT EST TESTING LABORATORIES, INC. I Dennis Cody supervisor Field Operations H. L. Green (2) Supplier City of Tigard AS A M.ITUAL PR07EMON TO CLIENTS TME PUKIC AND OURSELVES ALL REPORTS ARE SUwMITrt0 AS TME O[N tTN MAY U�OPfE TM[REPORT OR AN*PORTTONt MEREOi WITHOUT OUR IMIIIITTEN AUTMORR�ON P[�ON NORTHWEST TESTING INS LABORATORI ES, -INC. 5405 N Lagoon Avenue NONDESTRUCTIVE TESTINU CONSTRUCTION IN5PECYION P U Box 17126 WELDING CERTIFICATION MATERIALS INSPECTION SOIL TESTING CI�ENICAL ANALYSIS Portland,Oregon 97217-0126 ASSAYING RHY31CAL TESTING Phone(503)289-1778 CONCRETE COMPRESSION TESTS TESTED FOR: H. L. Green REPORT NO. : 91515 CAST BY: Rick Griesenauer SLUMP: 41' PROTECT: Pac Trust. Building PERMIT NO. : 882176 ADDRESS: 15875 SW 72 DATE MADE: 4/4/89 TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 3000 psi, 3/4" MAX. SIZED AGGREGATE, SACK rMIX ADDITIVES: SOURCE: Ross :land Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T4-66647 AIR TEMP: 60 TIME: 9: 00A CII. YARDS: 7 of 7 LOAD NO. : 1 CONC. TEMP. : 70 WEATHER: Rain % AIR: LOCATION OF POUR: Tie racks slab on grade 7t dock area Building 216. Test Weight Max. Load - lbs. Age DateMark _ Pounds Load per sg• in. Average Tested 4/11 29 . 12 2390 7 days 4/11 29 . 12 2460 2425 7 days 5/2 28 days 5/2 28 days NAnnis ST TESTING LABORATORIES, INC. DCody Supervisor Field Operations CC: H. L. Green (2) Supplier City of Tigard AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES ALL REPL"TS ARE SUSM'TTED AS THE IN,tNDED FOR TmE USE of OUR CLIE NT -40 OR ON, MAY U�ZE TY or C ORT DR ANY ROIITION THFREO•WITHOUT OUR WRITTEN AUT HORDII�ON PERSON ■ N O RJL Y V E ST TESTING LABORATgJUES-) INC. 5405 N Lagoon Avenue Ge#ORECEIVED NON•D[STRUcTIVf TESTI NG WELDING C[RTIF(CATION P U BOx -17126 s°,L TEs71N0 CONSTRUCTION I,rrF.CT'0N (AA1 IWJASF A TI NG MATF RIALti .N+.[cTl°" Portland.Ureyon 97217-0126 H 1Y Ju i. f.11 A. ANA1-Yf15 TESTING Pnone (503) 1778 . , _ community Development CONCRETE COMPRESSION TESTS Report No. : 91583 Tested 1,or: H .L. Green 310 Made by our rep. Rick Griesenauer Slump: cast BY: --- 882176 Per No. : — — Project: Yac Trust Building 3/31/89 Date Made: Address: 15875 SW 72nd 6 x 12 concrete cylinder Date Rec ' d: Type of Specimen: sack mix 3000 psi 3/4 max. sized aggregate ----- Additives: source: ss lsl ��and and Gravel - Condition of Storage: 8/8 : 00A[ Ticket No . : A�4562__ Air Temp: 5 T_ Time: 8 - tCu. Yards, _ 1 Conc. Temp. :_._-- Weather: $ Air- Load 1 r: Load No. : -- -• tion of Pour: Tile B ��� Slab on Grade_Soutrl End of Building__ Location - _=__-------- - "- Age Weight Max. L_per Load - lbs.Test Loin. AvE�raae TestedDate Mark pounds s _ 7 d ams _ 29 .4 — 3160 4 7 H9 3230 3205 7 days 4789 _ 29 . 4 — _ 28 days 29.2 4580__ ---- 4/•28/89 4610 23 `iy- 29.2 4640 4/28/89 — _ ATORIES, INC. 2c.c : El.L. Green NORT ST TESTING LA ,cc: Supplier u — I-- City — 1cc : City of Tigard gupervisor. Dennis Cody, ri.elel Operations 5405 N La000n Avenue RECEIVED NON•DfSTRL'CTIVE Tf6TING CONSTRUCTION INSPECTP.IN P.Q. ROY 17126 WELDING Cf RTIf IC A T ION MATERIALS INSPECTION APR � ' 1989 60�L TESTING G IC A- ANALYSIS Portland.Oregon 97217-0126 � ASSA TING I•NT91CA, TESTING Phone 1503)284-1,778 CONCRETE COMPRESSION TESTTSSm ,rested For: H.L. Green Report No. : 91583 Cast By: Made by our rep. Rick Griesenaucr Slump: 3" Project: r Pac Trust Building Permit No. : 882176 Address: 15875 SW 72nd Date Made: 3/31 '89 Type of Specimen: 6 x 12 concrete cylinder Date Recd: 3000 psi 3/4 max. sized aggregate sack mix Additives: _l /Z CC _ -- Source: Rcss Island Sand and Gravel Condition of Storage: _ ASTM Ticket No . : Al -84562 Air Temp: 52 Time: 8 : 00 AlCu . Yards: -L-8 Load No. . , 1 Conc. Temp. . 70 Weather: Cleat % Air: 0 __ Location of Pour: Tie Backs at Slab on Grade , Jouth land of Building Test Weight Max. Load - lbs . Age Date Mark rounds Load per sq. in. Averaae Tested ---� 7 days 4/7 89 29 . 4 3180 ,11/7/89 29 . 4 3230 3205 7 days 4/28/89 -_-_ -- 28 days 4/28/89 128 days 2cc : H.L. Green NOR T ST TESTING LA ATORIES, INC. 1cc: Supplier 1cc : City of Tigard _ Dennis Cody, Supervisor Field Operations RECEIVED 5405 N Lagoon Avenue NON.DESTIIUCTIVE TESTING CONSTRUCTION INSPECTION P.0 Boy 17126 �1} \v 1 �ygg WELDING CERTIVIC A TION MATERIALS IN4PEC"ON "IH1 60.L TESTING C.IEMICA, ANALYSIS Portiand.Oregon 97217-0126 ASSAYING PNYitCAL TESTING rp narlit7 D2waAMC't Phone 1503128_u-1778 CONCRETE COMPRESSION TESTS H.L. Green Report No. : 91572 Tested For: r Cast By: — Made by our rep. R. G-iesenauer Slump: 41� — Project: Pac Trust _Building 11215 Permit No. : 882176 Address: 15875 SW 72nd Date Made: 3-30--89 6 x 12 concrete cylinder Date Recd: 3-31-89 Type of Specimen: — 3000 psi 3i4" max. sized aggregate __sack mix -- Additives: -Additives: 16 oz . CC Source: Ross Island Sand and Gravel _ Condition of Storage: _ ASTM P� Ticket No. . T466479 Air Tem 560 Time: 7: 30 Cu. Yards: 9/9 _. _ — Load No. : _ 1 _ Coric. Temp. : 700 Weather: _ Cloudy sg Air: Tie backs slab on grade at SW side of the building Location of Pour; Test Weight Max. Load - lbs. Aqe _Date Mark Pounds Load er sq. in. Average Tested - 4-06-89 29 . 8 2350 7 days- 4-06-89 29 . 8 24'.0 2380 7 days 4-27-89 29.8 3730 28 days 4-:.27-89 29.8 3790 3760 20 days --- 2cc: H.L. Green lcc: Supplier NORT ST TESTING LA r ATORIES, INC. lcc: City of Tigard Dennis Cody, Supervisor Field Ooerati.ons NORTHNIATEST TESTING LABORATORIES 5405 N Lagoon Avenue RECEIVEDNON•DE-T-u CTIVE TESTING yyG GING CEATIf ICATION CONSTRUCTION INSPFCTION ?,C) Box 17126 f0�'- TESTING MATT RIALS INSOECTIoh porvand,Oregon 9721 7-01 26 APR 7 1989 ASSAYING CHEMICAL ANALYSIS -1778 Y�Illp�, W.VSICA, TESTING Phone(503)289manhy 011*pppprt CONCRETE COMPRESSION TESTS H.L. Green Report No. : 91572 TP�ted For: 41 1 Made by our rep. it. Griesenauer — Slump: Cast By: 882176 Pac Trust Building Permit No. : Project: 3-30-89 15875 SW 72nd Date Made: Address: 3-31-89 Type of Specimen: 6 x .l2 concrete cylinder Date Recd: 3000 psi 3/4" max. sized aggregate _- sack mix Additives: 16 oz . CC - Ross Island Sana and Gravel Source: ------- - ASTM ___--- Condition of Storage: • _ - - 9/9 56° Time: 7: 30 Cu. Yards: — Ticket No . . T466479 Air Temp: — _ l70" Weather: Cloudy % Air: Load No. : Conc. Temp. ' — _ Tie backs slab on grade at SW side of the building Location of Pour: Load _ lbs. Age Test Weight Max, er s in. Avera a Tested Dat= Mark- Pounds Load 7 days 29 . 8 2350 6 4-0 89 — 7 days 24J.� 2380 4-06-B9 29 . 8 28 days 4-27-89 — 28 days 4-27-89 - -- 2cc: H.L. GreenNORT ST TESTING LA ATORIES, INC. lcc: Supplier ,cc: City of Tigard Su ervisor Dennis Cody► P Field Operations NORTHWEST TESTING LABORATORIES9 INC. I 5405 N,Lagoon Avenue NON•DESTRUCTIVE TESTING CONSTRUCTION INSPECTION WELDING CERTIFICATION MATERIALS INSPECTION P,O.Box 17126 SOIL TESTING CHEMICAL ANALYSIS Portland,Oregon 97217-0126 ASSAYING PMV iIC AL TESTING Phone:(503)289-1778 CONCRETE C6jT'BAj: ft ON TESTS TESTED FOR: HL Green REPORT NO. : 901140 CAST BY: Rick Griesenauer SLIUMP: 5. 5'' PROJECT: Pacific Trust Building PERMIT NO. : Building 215 DATE MADE: 3/28/90 ADDRESS: 15805 SW 72 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder. DATE RECD: 3/2990 3 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: 16oz cal SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T4-86720 AIR TEMP: 67 ° TIME: 6: OOA CU. YARDS: 12 of 12 LOAD NO. : 1 CONC. TEMP. : 70° WEATHER: Clear % hIR: LOCATION OF POUR: slab on grade building interior existing southeast quadrant building 215 . Test Weight Max. Load - lbs. Age -,_ Date Mark __.Pounds Load _ per sot in. Avera a Tested 4/4 28 . 8 2230 7 days 4/4 28 . 8 2260 2245 7 days 4/25 28 . 8 3470 28 days 4/25 28 . 8 3380 3425 28 days If you should have any questions regarding this or any other report, pleas( coTltact Al2sia Preston or Jim Hietpas at 289-1 /78 • Thank you. hL Green City of Tigard Supplier MacKenzie/Saito & Associates AS A W JIUAL PROTECTION TO CLIENTS THE PURI I': AND OURSELVES ALI REPORTS ARE SUBMITTED A! THE. IDTMAV UT N ILIO EDFORT ZE THE REPORT,OR ANY PORTION ORENTHEREOF WITHOUT OUR WRITTEN AUTHORIZATION PERSON J 0 FAff � 111 r 1111�f NORTHWEST TESTING`Ur LABORATORIJl S, INC. CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue NON•OESTRUCTIVE TESTING MATERIALS INSPECTION P.O.Box 17126 WELDING CERTIFICATION C 11EMI�AL ANALYSIS 60i TESTING PHYiI�AL TESTING Pc.rand,Oregon 97217-0126 ASSAYING Phone:(503)289-1778 CONCRETE CA14V YON TESTS TESTED FOR: HL Green REPORT NO. : 901139 CAST BY: Jerry Miller SLUMP: 4 . 25" PROJECT: Oregon Business Park PERMIT NO. : Building 215 ADDRESS: 15895 SW 72 DATE MADE: 3/27/90 Tigard, Oregon TYPE OF SPECIMEN: 5 x 12 concrete cylinder DATE RECED: 3/28/90 3 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: HW - 1/2% CC SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : Ai-98859 AIR TEMP: 35' TIME: 6: 15A CU. YARDS: 14/50+ LOAD NO. : 2 CONIC. TEMP. : 66' WEATHER: Clear % AIR: LOCATION OF TOUR: North one-third .slab on grade building 215. Test Weight Max. Load - lbs. Age Date Mark _Pounds Load__„ ___per sct. in. _ Average Tested 4/3 29 . 0 2760 7 days 4/3 29 . 0 2830 2795 7 days 4/24 29 . 0 3950 28 days 4/24 29 . 0 4050 4000 28 days If you should have any questions regarding this or any other report, please contact A; esia Preston or Jim Hietpas at 289-1778 . Thank you. CC: HL Green City of Tigard Supplier AS AMU TUAL PROTECTION TO CLIk,.TS THE PUBLIC AND OURSELVES ALL REPORTS ARE SURMITTED AS THE CON,IDENTIAL PROPERTY OF CLIENTS AND ARF INTE NOED E OR THE USE OF OUR CLIENTS ONLT NOOT�IERPERSON on ENTITY MA,UTILRE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORI=ATIO'. r• T' .� C) - 5405 w LaOCon AvPnU(' NON.DESTRUC"IVF TESTI.(, WLIDING CEV""CAT ION P 0 Box 17126 sG _ TesTINc CC`NCTRUCTION IN6RECTI0h _ AS Y1NG MAIFRIALS INSr'ECTIOh Portiand.Oreaon 9721 0126 i .fNILA.. ANALYSIS '503.289-177E i .H .0 ATLF,TING Pnone CONCRETE COMPRESSION TESTS Report, No, : 91490 or : H.L. Green — Testes F 4 ,5" Made by our rep. R. Griesennu�i Slump: Cast By: —` 882176 Permit No. : Pac Trust Building profE,ct: Date Made: 3-24-89 _ Address: 15875 SW 72nd 3_24-89 Specimen; 6 x 1'2 concrete cylinder Date Recd: Type of Sp- Psack mix 3000 psi 3/4" max. sized agcireaate ------ 1%2 % CC Additives: _ -- Ross Island Sand and Gravel Source: ------- ____-- Storage: ASTM �_,_� Condition of 7/7 Ticket No . : Al-84350 Air Temp: 60_ Time: 10 cu. Yards: _ 720 Weather: Rain Air: Load No. : —_1 Conc. Temp. : Foundation around perimeter building #50 and #216 Location of pour: ____�------ footing at electrical room. -- Weight Max. Load - lbs . J_Tested Test e: s in. Average Date Mark Pounds Load —�--- -7 days 29 .0 2670 ---- 3-31-89 I 2695 7 days 3-31-89 29. 0 2720 -- --`---� _r. 28 days 4 29 . 0 4230 - 21-89 -------- 4245 28 days 29 . 0 4260 --------- 4-21-89 __ 2—�c; H.L . Green NORT ST TESTING LA 'RATORIESF INC. ICC: Supplier _ ,cc: City of Tigard r1enn1.s Codv , Supervisor Field Operations NORTHWEST TESTING`Ul L AJLYORATORIES, INC. 5405 N Lagoon Avenue NON.bESTRU CTIVE TESnNG CONSTRUCTION INSPECTION P.0 Box 17126 WELDING CERCI IC ATION MATERIALS INSP EL.TION C Ii EMICAL ANALYSIS Portland,Oregon 97217-0126 sD AsbATINU TEST 1 140 PHY TICAL TESTING Phone (503)289-1778 Special Inspection DAILY FIELD REPORT CLIENT: PROJilx,r: na Tr11� _i_i:, _n3-_----- ------------- DATE. - JOB ADDRESS : 1567 _SW ._7 nd ---------___--- LAB REPORT NO. : WEATHER: ,ib TEMP: -- PERMIT NO. : _882176------_-._-_- - __-- TYPE OF INSPECTION: TIME: —_ MILES : ------ SOURCE: �_ _— -- -- -_ _------------ MIX PROPORTIONS ,_ SLUMP _ _ TICKET NO;- -— QUANTITY -___—MIX TEMP .--_—_- Infection Notes: ( Include location, testing data , substitutions/deviations , materials and met!10os of construction , conformance statement, etc . ) Performed visual weld inspection on 16 GA stud to structural member on the northwest corner of the buil,.-ng. Reviewed welder certifications , finding all welders required qualified to AWS D1. 3 , welders were not qualified. Witnessed qualificatic,.1 tests of the welders. Returned test plates to the lab for the testing . cr: H. L. Green City of Tigard INSPECTOR: David M. Sumpter NABER: #AWS/CWI 84090041 As A w,ITUAL PPOTrCTION TO CLIENTS THE PUBLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE „ I101A;PR,P["* Or CLIENTS ANDARE INrENOEDEORTNf USEOr OURCLIENTSONLV NOOTNf*Pf RSON t1 r.IA •;i71'N!Rf VnP'1M AN,PORTION THEREOr WITHOUT OUR WR17TkN AUTHORIZATION �. $405 N.Lagoon Avenue Pnmarbd.UreWn 97217-0126 Pnone:(503)289-1778 RECEIVED APR 5 1989 CONCRETE COMPRESSION TESTS Cnnmunth DwMopmr-t H. L. Greeen 91068 Tested For: Report No. : Cast By: Made by our rep. R. Gr. iesenauer Slump: 3. 511 Project: Pac Trust Building Permit No. : 882176 Address: 15875 SW 72nd Date Made: 3-06-89 Type of Specimen: 6 x 12 concrete cylinder Date Rec1d: 3-07-89 _ 4000 psi 3/4" may. sized aggregate sack mix Additives: 4310 B Mix/ 32 oz . CC Ross Island Sand and Gravel Source: ASTM/Field Cure Condition of Storage: Ticket No , : T4-65372 Air Temp: 50° Time: 7' 30 Cu . Yards: 9/`_ 1 i 700 Cloudy Load No . : Conc. Temp. : Weather: Air: Location of Pour : Tilt up panels 2 , 3 , 5 , 14 , 15 , 18 , 21, 22, 20, and 16 Fest I Weicht I Max . Load -- lbs . I Aae Date Mprk Pcunds Load oez sq . in . Averaee Tested 3-13-69 FC 1 7.9. 7 I � 3110 7 days I - 3-13-89 FC 1 29 . 7 I 3' 00 131.05 7 days I _ 4-03-89 I 29 . 6 5180 I 28 days 4-03-89 29 . 6 I 5240 - 5210 28 days lcc: H. L. Green lcc: Supplier HWEST TESTING, LABORATORIES, INC. lcc: City of Tigard Dennis Cody , Supervisor Field Operations 5405 N.Lagoon Avenue ForbenC.O�epon 97217-0126 Q„one.(501289-1778 RECEIVED APR 26 1989 CONCRETE COMPRESSION TESTS CommuMtiGaftw-t Report No. : 90979 Tested For: _ H L n Slum 3. 5" Cast B}': Made by our rep. R. Griesenauer p; #215 882176 Project: _ Pac Trust Building Permit No. : - Address: 15875 SW 72nd Date Made: 2-27-89 Da 6 x 12 concrete cylinder ye Re cd: 2-28-89 m Type of Specimen: 3000 psi 3/4" max. sized aggregate _sack mix Additives: Ross Island Sand and r•rsvel Source: ASTM _ Condition of Storage: _ 9/9 ep T4-65079 Air Tm : 370 Time: 7c3� Cu. Yards: Ticket No . : _._ .—i Cloudy 1 65 Weather: � Air: Load No . : _ Conc. Temp. : _ - 2nd floor deck slab on building #215 Location of Pour : Test Weight Max. Load - lbs . Ace Mark Pounds I Load mer sc; min . _ i Averace Vested Date I ----- 7 days 3-J6-89 I 7.7 . 8 I 1470 3-06-89 27 . 8 1570 I 1520 17 days 2460 I 28 days 3 27-89 I 127 . 9 - i _ I - 4-24-89 I I 27 . 8 2830 ` I 56 days I 2cc: H .L. Green HWEST TESTING LABORATORIES, INC. lcc: Supplier lcc: City of Tigard Dennis Cody , Superrisor Field Operations 5405 H.lagoon Avenue Portland,Oregon 97217-0126 Pnone:(SMI 289-1778 RECEIVED MAR 2 8 1989 CONCRETE COMPRESSION TESTS 6Naa"10 0"i" t Tested For: H.L. Greeen Report No. : 90979 Cast B31: Made by our rep. R. Griesenauer Slump: 3. 5" Project: _ Pac Trust Building #215 Permit No . : 882176 Address: 15875 SW 72nd Date Made: 2-27-89 Type-&f—fSpe imen: 6 x 12 ccncrete cylinder _ Date Rec ' d: 2-26-89 3000 psi 3/411 max. sized aggregate :sack mix Additives: Source: Ross Island Sand and Gravel Condition of Storage: ASTM T4-65079 370 7: 30 9/9 Ticket No . . 'air Temp: Time: — Cu . Yards: Load No . : 1 Conc Temp. : 650 Weather: Cloudy $ Air: _ Location of Pour : 2nd floor deck slab on building #215 Test Weiaht Max. Load - lbs . I Ace Date Mark Pounds Lord per sq . in . Average Test-Bd 3-06-89 I 27. 8 1470 17 days Y 3-06-89 27 . 8 I I 1570 I 1520 7 days G, 3-27-89 27 . 8 2460 I 28 days L ; 4--24-89 I 56 days 2cc: H.L. Green THWEST TESTING LABORATORIES, INC. lcc: Supplier lcc: City of Tigard Dennis Coav , Supervisor P Field Operations a 5405 N.ugoon Avenue Pommnc.Oregon 97217-0126 Phone:(503)295-1778 CONCRETE COMPRESSION TESTS Tested For: H.L. 3reeen Report No. : 90978 Cast By: Made by our rep. R. Griesenauer S1.ump: 5" Project: Pac Trust Building/#215 Permit No. : 882176 Address: 15875 SW "72nd Date Made: 2-25-89 Type of Specimen: _ 6 x 12 concrete cylinder Date Rec d: 2-26-89 3000 psi 3/41'max, si:.ed aggregate _sack mix Additives: Source: Ross Island Sand and Gravel Condition of Storaae: ASTM a Ticket No . : T465042 Air Temp: 50 Time: 9: 30 Cu. Yards: 7/56 Load No . : 8 Conc . Temp. : 700 Weal-her: _ Cloudy � Air: Location of Pour : 2nd level slab , deck slab on building #215 i Test Weiant Max. Load - lbs . I A0e Date Mark Pounds Load _per sq . in. F.veraae Tested 3-04-rj9 I 292 2300 —�.-- . I 7 days 3-04-89 I 29 . 2 I I 2260 I 2280 7 days 3-25-89 29 . 8 3330 I 28 days 3-25-89 I� I 29 . 8 I 3360 3345 28 days 2cc: H. L. Green '"HWEST TESTING LABORATORIES, INC. Icc: Supplier 1cc: City of Tigard Lis Dennis Cody , Supervisor Field Operations iL 3405 N.Lagoon Avenue Porwnd.Oregon 157,717-0126 Pnone:c50128S�-1778 CONCRETE COMPRESSION TESTS Tested For: H.L. Gr.eeen Report No. : 90`177 Cast By: Mads• by our rep. R. Griesenauer Slump: 511 Project: Pac- Trust Building/#216 Permit No. : 882176 Address: 15875 SW 72nd Date Made: 2-25-89 Type of Specimen: u x 12 concrete cylinder Hate Rec d: 2-26-89 4000 psi 3/4°max- sized aggregate sack mix Additives: 4310 B Mix/16 oz . Calcium Source: Ross Island Sand and Gravel Condition of Storage: ASTM/Field Cure Ticket No . : T465049 Air Temp: 500 Time: 12: 00Cu . Yards: 7/14 Load No . : 2 Conc. Temp. : 700 Weather: Cloudy % Air: Location of Pour : Tilt panels for building #216 6-12 and 16, 17 Test WeightMax. Load - lbs . Age Date Mark Pounds L Load per sc , in , Average Tested 3-06-89 FC 29. 3 I 2880 9 days HOLD I FC T I 3-25-89 29 . 8 4490 28 days 3-2.5-89 I� 29 . 8 I 4600 I 4545 28 days I 2cc: H. L. Green lcc: Supplier HWEST TESTING LABORATORIES, INC. lcc: City of Tigard Dennis Cod} , Supervisor Field Operations 91FAL L)jd JL Z 1 *`i =.Z) JL JL .:Z41 1 ws.1.Lagoon Avenue PL, ne.Oregon 97217-0726 Pnone:(SMI 289-1778 CONCRETE COMPRESSION TESTS Tested For: H.L. Greeen Report No. : 90972 Cast By: Made by our rep. R.Griesenauer Slump: 4111 Project- Pac Trust Building Permit No . : 882176 Address: 15875 SW 72nd Date Made: 2-24--89 Type of Specimen: 6 x 12 concrete cylinder Date Rec ' d: 2-25-89 3000 psi 3 4 max, sized aggregate sack mix Additives: 4310 B Mix,/16 oz . cal. Source: Ross Island Sand and Gravel Condition of Storage: ASTM/Field ilcket No . : $4 -64769 Air Temp: 440 Time: _ 9' Q0 Cu . Yards: 9/51 0 Load No . : 6 Conc. Temp. : 70 Weather: cloudy Air: Location or Pour : Tilt-up panels at building 216 - panels 1, 2, 3 , 5 , 24 , 25 , 26 , 27, 28. Test I Weight Max. Load - lbs. Ace Date mark i Pounds Load �ems^ . in . Average Tested 3-02-89 FC 29 . 8 I I 2740 7 days A3-03-89 I FC 29. 12 I I 3540 I 3140 7 days 3-05-89 FC 29 . 5 I 3240 19 days 3-24-89 I ASTM I 29 . 10 4920 28 days 2cc: H. L. Green lcc: Supplier WE STING TESTING LABCRATOF;IES, INC. lcc: City of Tigard Dennis Cody , Supervisor ft Field Operations � NORTHWEST TESTING LABORATORI EC9 IN CS 5405 N.lagoon Avenue P.O.Box 17126 Portland,Oregon 97217-C'26 CONSTRIICTION INSPECTION Phone:(503)289-1778 NON.OESTRUCTIVE TESTING MATERIAL5 INS►[[TION WELDING CERTIPICAT,ON CIIr MICAI ANALYEIs SOiL TEST NO N Y sIC A L TESTING A5 A MUT ML PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE ASSAY INO CONEID[NTIA,1 ROPERTYOFCLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NO OTHER PERSON LTR[NTITY MAY UTILIZE THE RFPORT OR ANY PORTION THEREOF WITHOUT OUR WW"EN AUTHORIZATION Soef7ial Inspection DAILY FIELD REPORT eROJEcr: Pac Trust Building DATE: ?OB ADDRESS: 15875 SW 72nd LAB REPORT NO. : 90502 Tigara, Oregon WEATHER: Cl oil A4 TEMP: __ PERMIT NO. : 882176 TYPE OF INSPECTION: qtrne-f-ural Steel TIME ARRIVED AT JOB : - TIME LEFT JOB: Performed bolt torque inspection of A-325 3/4" diameter bolts roof level grid lines F-J, 1-7 . The bolts tested had satisfactory torque levels for that size bolt. Performed visual inspection of full pene,ration. Moment connection and bar joist seat to beam welds roof level, grid lines ;-J, 1-7. One bar joist seat was nr '- welded at G. 5-7 and two top flange full penetration welds were rejected for underfill at grid lines G. 1 east and F-7 east. It was noted on the north perimeter column to beam knife plate connections that one bolt hole appeared to be missing in the beam web. At this time there are four bolts in the connection , according to the shop drawings there should be five . The other welds inspected on the roof level were satisfactory End in accordance with AWS C1 . 1 code and the structural blueprints. Earl of Columbia Wirf- and Iron and Mike of H. L. Green were informed of the inspection results. t 1 se II. L. Green City of Tigard Charles K. Carmien #AWS 88126021 R NORTHWEST TESTING LABORATORIES, INC. !A05 N.Lagoon Avenue P.O.Box 17126 Porttand,Oregon 97217-0126 NON.a[{TRuc*Ivc Ta{TINa CON{TRUCTION IN{RRCTION Phone:(503)289-1778 W[LOINO C[RTIFIC CATION MA RIALS INSFECYION 60,L T[{TING CHEMICAL ANALY{11. A{{A PING ANY 1iCAl 7E9TIN(i AS A MLfTUAL vWCYECRION TO CLIENTS THE n/{Llf AND OUR{[LV[S ALL REPORTS ARE HOOT ER E N K Of OR ENTTM ITMAY U11LRC T"L RMRT OR ANY►ORTION THEREOF W TY Of CLIENTS AND ARE INTENDED FOR THE M{OUT OUR WRITTEN Aa THORIXATN�IER{ON L Soecial Inspection DAILY FIELD REPORT DATE: �.2.�Lq=•aQ PROJECT: Pac Trusn"_�' 1 a inG.L_ - JOB ADDRESS: LAB REPORT NO. : __9flb41 Tigard, Uregon WEATHER: Sunny TEMP: "ERMIT NO. : __38Z176 TYPE OF INSPECTION: Gtt-tir�l _Ste TIME ARRIVED AT JOB : TIME LEFT JOB: Performed irisual inspection of completed full penetration moment connf!ct.ion welds second level qrid lines F--J, 1-7. It was noted at the grid lines F-5 north and south , that the bottom flange welds were not completed. At the F-3 northeast side the full penetration welds were not completed. At J-3 south the bottom flange weld did not have a bac'-up bar . The other full penetration welds were vi.sual]_1, inspected on level two. They were satisfactory and in accordance with AVIS D1 . 1 code and the structural blueprints. Reinspected previously rejected shear stud welds at level two. The remaining five shear stud welds were installed satisfactorily. Earl of Columbia Wire and Jron was informed of the above inspection results . Earl said the roof level joists would be ready for inspection, in the late afternoon on 2/9/89 or AM on 2/10/89. Requested copies of welder certifications of the welders on the project. from Mike of H. L. Green. H. L. Green City of Ticard Charier K. Carmien AWS #88120021 MACKENZIE ENGINEERING INCORPORATED 0690 S W BANCROFT STREET•P 0 BOX 69039 PORTLAND ')REGON 97201 (503)224 9570•FAX(503)228 1285 RECORD OF TELEPHONE CONVERSATION a --------- -- -- JOB NO. 2- f3 ES 4 Z 7- _— ,/ / w / �.•.� INCOMING CALL DATE-___L_�! -- �� - - -- OUTCOiNG CALL c-OCA --- COMPANY /-mss.✓/ -41 -S`— ilfti -------- --- — PHONE NO. `3Y C wvOb 1C-cmc. �.1.4�L c,.e� - REMARKS ._- NR01'b`\ —_—_�-eta_—__�.�c�� --------------- ----- - --- - .v NORTHWEST TESTING LABORATORIES, INC. 5405 N. Lagoon Avenue P 0.Box 17126 Portland,Oregon 97217-0126 CONSTRUCTIO'v INSPECTION Phone:(503)289-1778 N ON-DESTRUCTIVE TESTING MATERIALS `ISPECTION WELDING CERTIFICATION CI[MIC AL ANALYSIS S7.1. TESTING PH V31CAL TESTING AS A MUY L PROTECTION TO CLIENTS THE PUSLIC AND OURSELVES ALI.REPORTS APE SUBMITTED AS THE AS YI NG CONFIDENTIAL PROPERTY OF CLIENTS AND ARE INTENDED FOR THE USE OF OUR CLIENTS ONLY NOOT HER PERSON OR ENTITY MAY UTILIZE THE REPORT OR ANY PORTION THEREOF WITHOUT OUR WW"EN AUTHORIZATION Special Inspection DAILY FIELD REPORT PROJECT: Pac Trust Building _ DATE: 2_08-89 JOB ADDRESS: 158- 5 SW 72nd LAB REPORT NO. : 90619-- Tigard, Oregon WEATHER: Clear TEMP: PERMIT NO. : 882176 TYPE OF INSPECTION: _ Sh-gar. Stud We1tL TIME ARRIVED AT JOB : TIME LEFT JOB: MIX PROPORTIONS SLUMP TICKET NO. QUANTITY _MIX TEMP. Inspection Notes: ( Include location, testing data , substitutions/deviations, materials and methods of construction, conformance statement, etc, ) Performed inspection of th � to b . IICr inn w�ri _ �PtP �� grid lines F-JE_ 1-'7.__ Twenty five welds were rejected. _ TweLity w� rewelded in the Northwest--Testing Laboratories i;,�ectcrs presence, The Columbia Iron and Wire foreman said the five_remain ing rejected studs would be welded by SMAW on 2-09-89. The other stud welds tested were _- -s-alis ac oar-y-in acro- rdaance lW th the structural blueprints and AWS 0.1. 1 -code. — H. L. Green Cc: City of Tigard INSPEC'T'OR Charles K. Carmien NUMBER: #AWS 88120021 i � N�©� $405 N.Lapoon Aaenue 97217-0126 Pr,orw(503)269-1778 CONCRETE COMPRESSION TESTS H.L. Green Report No. : 90153 Tested For: 2.75° Made by our rep. R. Griesenhauer Slump: Cast By: 882176 Pac Tru3t Building Permit No. : Project: 1-17-89 15875 SW 72nd Date Made: Address: 1-18-89 ,lype of Specimen: 6 x 12 concrete cylinder Date Recd: _ 4000 psi 3/4" mar.. sized aggregate ___—__sack mix Additives: CC -- Ross Island Sand and Gravel Source: — - ' ASTM Condi`..ion of storage: T4-63930 Time: _ Cu. Yards: Ticket No . . Air Temp: Weather. : $ Air: Load No. : _ Conc. Temp. : _ --- Buildinq 215 , tilt panels #1 - 10 Lc)cation of Pour : _ -- Load lbs . I Hae 'Fest { Weight Max. por sc Average Tested Late Mark I PoundF Load 1-24-89 29 . 4 I 3960 7 days 2720 i I 28 days 2-14--89 I 1y . 4 ?1760 2.740 I 28 days 2-14-89 I �— �2720 I 3 days 1 I-20-89 I FC I 29 . 4 2760 I 2740 I 3 days 1-20-A9 FC 29. 4 2cc: H. L. Green HWEST TESTING LABORATORIES, INC. ] cc: Supplier ].cc: City of Tigard --- Dennis �.oay , 5upe:�',sor Field operations FAcT, RUST Oregon Business Park -1 Building 15, Tigard, Oregon General Notes And Details - i Uc' X2301 � EN_NI5 R �IMr f H �f 1_rc� M�IOREGOf NAS . �OF 016 Architect 12 V_ e E Z 212.. i MACKENZIEISAITO & ASSOCIATES, P.C. 0690 SW BANCAOFi ST. PORTLAND, OF'F_GON (503) 224-9570 3 ?� JOB KUMSER 2885:32 AS RE-ISSUED FOR PERMIT 1 -1 3-89 t PACTRUST OREGON BUSINESS PARK I Building 15 01010 SUMMARY OF WORK The work under this contract/project is to include all the labor, materials, transportation, equipment, supervision, and services necessary for and reasonably incidental to the completior. of all constructioo work in connection with the drawings and specifications This permit is for building shell and related site, work. Occupancy : B2 Building Type: VN 01050 COORDINATION The Contractor shall verify and confirm all dimensions and conditions shown or implied on thedrawings and specifications as well as the physical conditions of the site. Notify the A/E of discrepancies prior to start of work. w 'ontractor shall coordinate the work of all subcontractor; to prever.' duplication of effort and to insure propE^ sequence of operations. 01070 CUTTING .AND PATCHING Patch and repair all existing work damaged by new work to existing condition or new condition, whichever is appropriate. Replace all existing slabs and paving removed fur new construction. Remove, revise and reconnect all gutters, downspoL!ts, raindrains, and area drains as shown And requ'red. I 01080 APPLICABLE CODES Applicable codes on materials and workmanship shall conform to the Uniform Building Code applicable State and Federal Safety Orders. All references to codes, specifications and standards shall mean and are intended to be the latest edition, amendment and/or revision of such reference standard in effect. -1- ERALMOULAW,ANN0W!!1111Mam. 01400 TESTING LABORATORY SERVICES Owner will employ and pay for services of independent testing laboratory to perform concrete test. Contractor shall cooperate and furnish tools, materials and assistance. 01500 TEMPORARY FACILITIES Provide and maintain temporary facilities and controls required for proper performance of 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, sich as dust, dewatering, weather and fire protection. Any work damaged by failure to provide protection above as required shall bt removed and replaced with new work at the contractor's expense. Maintenance and Removal : Maintain all temporary facilities and controls as long as needed for the safe and proper comple-ion of the work. Remove all temporary facilities and controls as rapidly as progress of tlii, work will permit, or as directed by the A/E. 01600 MATERIAL AND EQUIPMENT it is the contractor' s responsibility Lc be certain that all equipment, products, and materials selected by him, or for him by his subcontractors or materials suppliers, conform to requJr—ements of the Drawings and Specifications. Approval of manufacturer does not relieve contractor of respons i of 1 i ty for providing materials and equipment which comply with Contract Documen�s. Qualifications of Manufacturer: Products used in the work of this Section shall be produced by manufacturers regularly engaged in manufacturer of similar items, with a history of successful production acceptable to A/E. Qualifications of Installers: Use adequate numbers of ski lled workmen who are thoroughly trained and experienced in the necessary c-afts and who are i completely familiar with the specified requiremc-nts and the methods needed for proper performance of the work. Delivery, Storage and Handling: Deliver the work to the job site in such quantities and at such times to assure thf: continuity of the installation. Stnr•P units at the .job site in a manner to prevent physical damage, and in a manner to keep all markings visible. -2- to protect the Protection: Use all end to necessary the work and materials of beforeotherltrades. and lfter installationa Protect Manufactured articles, materials, and equipment shall he applied, installed, c-)nne,.ted, erected, used, cleaned, se and conditioned as directed by the respective manufacturers, unless 01700 PROJECT CLOSEOUT Project Cleanup: Upon completion Surplus materialsvanderpbbish otry ledveryskand nd structures, fonces, scaffolding, from the site of thework. Before i e acceptance, c eanl•eave the building, interior finishes, glass, Certificate of occupancy: Subsequent to final inspection from agency tiaving jurisdiction, accomplish necessary corrections and obtain, arrange, ?nd pay for Certificate of Occupancy. Project: Record Documents: As job progresses, Contractor, Mechanical , and Electrical Subcontractors for their work shall keep aprojeallct site an ges and accurately marked job set of 'Contract Documents showing deviations from original drawings. These Shall be available to A/E. Accurate measurements of all underground services and utilities reterences to the building shall also be kept. These records of buried utilities should nothe e changes of directions and onby(N°tea1mAboven requarementstlshall notons as tbe ut i 1'i ties are actually construed as authorization to make hanges in work or layout without definite instructions in each case.) 02010 SUBSUR17ACE EXPLORATION A soils field report shall be prepared by the Owner's geotechnical consultant to confirm design assumptions made regarding the ori exto isting soils conditions . This report shall be made available to the A/E prior ng anc f undation concrete. Assumed soil bearing presure: 2,000 psf. Adj,istrnent of Work: Readjust makeodeviations from twork does the Contract Documents or design requirementsts,, butr oval from the A/F without specific written app 02102 CLEARING AND GRUBBING SURFACE PREPARATION: Demolition : RETove all existing paving, concretelanddi organic ngs mase ialthnoareeas shown to receive walkways, driveways, paving -3- Grubbing: Grub out all stumps and roots larger than 1-1/2" -in diameter. Remove all scrap metal and all foreign materials. Disposal : Dispose of cleared and demolished material by hauling away from site. 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 . All footings to bear on flrm, natural , undisturbed soil free of organic material or on engineered fill . All soft, wet or soil of unusual condition shall be excavated to firm, natural , undisturbed soil , and backfilled with specified fill materials. Contractor Inadvertent Overexcavation: Backfill and compact all overexcavated areas as specified for fill below, and at no additional cost to the Owner. Excess fill materials: All excavated materials not required for backfilling or other portions of the work, shall be removrd 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 slabs, walls, paving and foundations shall be comparted to a dry density of 95 percent of the maximum dry density. The water content at the time of compaction should be within (plus or minus) three percent. (3%) of optimum. Backfill materials: Selected natural fill material from ^n-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 ; smell cobbles up to 1#„ in maximum size with not more than ten percent (10%) of fines passing through a No. 200 sieve, or approved on-site excavation materials. Under slab graralar fill small be a 6" layer of compacted 3/4" minus crushed rock containinkl less than 5 percent fines passing the No. 200 sieve free of organic material . Backfill lifts: Place layers in maximum 8" thick lifts. C ,mpactior standards: All compaction based on AASHTO Standards T• 180. -4- 02210 GRADING: Rough Grading: Bring all finish grades to approximately levels indicated on I Drawings. Where grades are not otherwise indicated, finish grades are to be same as adjacent sidewalks, curbs, or the obvious grade of adjacent structure. Grade to uniform levels or slopes between points where grades are given. Round off surfaces, avoid abrupt changes in levels. Rough grade to allow for depth of concrete slabs, walks, and their gravel bases. Grade for paved drives and paved parking areas as indicated and specified herein and provide for surface drainage as shown, allowing for thickness of surfacing T,ter`.al . Finish Grading: At completion of job and after backfilling by other crafts has been completed, refill and compact areas whic.n have settled or eroded to bring to final grades. Grading Tolerances: Rough grade: building and paving areas - plus or minus 0.1 foot; Finish Grade: granular cushion under concrete slabs and paving, plus or minus .01 foot. 02612 Asphaltic Concrete Paving Comply with "Asphalt Paving Institute of Oregon" recommended design and constructio;. procedures, latest edition. Work in putlic right-of-way: Comply with APWA Oregor Chapter requirements. Patch and repair of streets : Comply with local governing municipality or county, or State agency standard specification for streets and roads. Provide ?" of asphaltic paving over 4" of 3/4" minus well graded crushed rock at car parking areas. Provide 3" o` asphaltic paving over 8" of 3/4" minus we'll graded crushed rock at truck and maneuvering areas. FirJAL- Pz.�/I JGa S�TiaJ TO 15ra PP C7 b-f' 4VI,Ji-*1e 02618 PAVEMENT MARKING Cleaning: Sweep and clean surface to eliminate loose mater 'al and dust. Striping: Apply 4" wide parking and directional lines where shown. Use Rodda Paint Co. No. 671, White. Apply paint with mechanical equipment to oroduce uniform straight edges. Apoly in one coat at manufacturer' s recommended rates. 02620 CURBS Provide machine extruded curbs o" types, shape and dimensions indicated. Concrete to bq special no slump design for uhe in extruding machine. -5- r Provide cold joints every 20'-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. At contractor' s option, pre-extruded sections may be used at 90" corners or short lengths of run. Curbs in Public Right-of-Way: Comply with Public Works Department having jurisdiction for all construction in public right-of-way. 03110 CONCRETE FORMWORK Design of formwork is the Contractor' s responsibility. Standards : Comply with all pertinent provisions of ACJ. 318. Formwork in accordance with ACI 347. Design, erect, support, brace, and maintain formwork �o that it will safely support vertical and lateral loads that might be applied, until such loads can be supported by the concrete structure. Construct formwork so that concrete members and structures ar'i of correct size, shape, alignment, elevation and position. 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 facing materials by 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 tolerances. Provide formwork sufficiently tight to prevent leakage during concrete placement . Solidly butt joints as required to prevent leakage and fins. Installation of '-.,bedded Items: Set and bui It into th,3 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 di rections provided by suppliers of the items to be atta0 ed thereto. Edge forms and screeds trips for slabs: Set edge forms or bulkheads -6- 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 required to eliminate mortar leaks. 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. 03200 CONCRETE REINFORCEMENT The term "reinforcement" inc odes all reinforcement needed for concrptp indicated on the drawings or required for a complete operable F=acility. Reinforce all concrete unless specifically noted otherwise on the drawings. If no reinforcement is shown, contact A/E for requirements. Comply with CRSI "Manual of Standard Practice ACI 318" . Reinforcing Bars: All bars for reinforcement shall be deform,,_, intermediate grade steel conforming with "Specifications fcr °fillet-Steel Concrete Reinfurcing Bars" , ASTM A-615 and Supplement #1 , Grace 60 unless specifically noted as Grade 40. Steel Wire: Comply with ASTM A-82. 0tiairs: All chairs and bolsters to be plastic, or plastic tipped. Welded Wire Fabric: Cca;jly with ASTM A-185 General : Fa;iricate reinforcing bars to conform to required shapes and dimensions, wi `.h fabrication tolerar:ces complying with CRSI Manual . In case of fabricating errors, do not rebend or straighten reinforcement in a manner that will injure or weaken the met:--Tial . Submit shop drawings for A/E review. 03300 CAST- IN-PLACE CONCRETE. Codes and Standarr's. ACI 301 "Specificatic,nc for Structural Concrete for Buildings" ACI 305 "Recommended Practice for Hot Weather Concreting" ACI 306 "Recommend& Practice for Cold Weather Concretirg" ASTM C94 "';tar,dard `oeci ication f^- ' eady Mixed Concrete" -7- Mix Design: Prepare design mixes for each type of concrete. Proportion mixes by either laboratory trial batch or field experience methods, using materials to be employed on the work for each class of concrete required. Furnish certified reports o each hte minimum i sack each typtype of the work of this Section. 3, Psi x. Concrete Strengths: Footings and Foundations: f'c = 2500 psi at 28 days , slump 4" , slump tolerance plas 1" , minus 1" Floor slabs: f'c = 3000 psi at 28 days, 4" sl imp, slump tolerance plus 0" , minus 1" Walls: f'c - 3000 psi at 28 days, 4" slump, slump tolerance plus 0" , minus 1" es or at Cement: Standard brand a only Pur land Cement one manufactpurer'er ASTM st standard Tbrand I type and contractor' s optio articular type. grind throughout all work of a p Water: Clean, naaterialssh, and or otherree from harmful injuriousamountsof oils, acids, alkalis, organic Admixtures: (agents shall both be. from the same manufacturer) . Air entraining agent: Per ASTM C-260. Water-reducing agent : Per ASTM C-494, Type A, containing no c.lcium chloride or other accelerating or retarding agents. 71y ash prohibited. Aggregate: Comply with ASTM C-33. Floor Slab Harden er/Dustproofer: At contractor' s option. Ensure compatibility with final finishes. 04200 CONCRETE MASONRY UNITS All work to comply with U.M.A. and with Structural ' lay Products Institute recommenaatio!'s and S.C.P.I . technical bulletin Cold Weather Masonry Construction" /1 and VA. Concrete Block: Hollow roncrete units, ASTM C-90, Grade N-1, block, manufactured of light weight aggregate conforming to ASTM C-331 and with lillear I 1R5 shrinkage not to exceed 0.035. Moisture content not to exceed 30% of total absorption. Manufacturer to submit certifir�•* ^F -,.moliance. Contractor is pc�Zca responsible for moisture content after delivery until bl^rk is laid in wall. Four-hour U.L. fire rated units where noted on drawings, Mortar: Type "S" per Uniform Building Code, 1982 Edition. Assumed •'m = 1350 psi at 28 days. Grout: f'c - 3000 psi at 28 days. 1/2" topsize aggregate. 9" maximum slump. Grout fill all cells containing embedded items.] -8- pg le, > 6a 64N, HITL, c,,Tl.A'Ps, 0 (zo O" a cr 0 ft U) ---j cf ^ ui �16- PTL r .7 u'j F:% 06 F�-I L1.j 0 rr iLJ Z 0 71 _ I , < U) 0 OZ5 c(r, 'o,')'o c) 1 pf T- 'T*f Ft IrC II ,_�I ' I ._!_. I/, ,II - f i �-- } �,�, I t 21-c%a ± Q- _ -__ I — �,� F- T 7o I,- fF:7 T l'-1 F:,--fa ILI 0 0 4� T ca Lo c L I H cn co F-, CL cn N a) c M 0 C 0 m 0 c: .0 0- 0 .o 0 0 cc DATE 2-28-90 PRAWN BY. BK CHECKED BY REVISIONS. MACKENZIEISAITO A ASSOCIATES,PC. 1990. ALL RIGHTS RESERVED THESE DRAWINGS ARE 'HE PROPERTY OF MACKENZIE SAITO&ASSOCIATES.PC (M SA)AND AFc NOT TO BE USED OR REPRO UUCED INANY MANNER EXCEPT WITH THE PRIOR WRI I TEN PERMISSION OF Mr SA SHEET /I L L OF 1+ 150-"5' Stq 72ND OVENUE: AS SUBMITTED FOR REVISION TO PERMIT 3/ 21 /90 JOB N0. 288422.06 OCTWE IF THIS DOCUMENT IS LESS Tj 77, 1111!k1lillf ItI4 � yi11IIIIi �I1'�T' 11lHii LEGIBLE THAN THIS NOTATION, 4 6 IT IS DUE TO THE QUALITY OF 8 11 No.36 THE ORIG114AL DOCUMENT. 6 L 9 z TIE —nT- lill J'1-111 T111111-11 IT lll�x mu"111ir @ 17 LT 91 1 91 R 11116 I til 111:1, log" �--- - N --- ----- ----- -- ------- -- _----__—.�._� -- — --- ----��2 -� fig a2. -�►� M���•R.�.L --]e LAS. 'C.- M iN FLAME _ - _ _— _ -- --- - -- - ----- /4 f2-F,VI✓, -L- P.,INTEo 0 (j 0 H --� H -�---� – 3��.,Ac-I� C b c:�TH �.i c�c s� E-- • w C1 MET^L TF-IH Cf) Q W D►t L�" Led T c>P T fk,mac.�< U) W � _ E-H. W . TY_PE_'Ej — Q �, P-EW� (2 V v.C.. [2 U 4 0 C INTPP' TS � � zCr 0Q UU) wI0 ' I F- Q N w O 7 (n -� N I hETA►! ,^,xx u o a: Ln I - t \rJ �TTOM T P��•�•' To F I r4. F�.R• t.J fb"p L-P- D,�I• -N — _— --�- -- — - r'� 1 cc -1h - I � 1 Cz OFT.I G,E 0L �rFI�� RFs+-IUE , �iEN cn N a rn as �•Co � � `� c 4-1 o C3 J m -N OFFICE Y' I G'�E►JE-RI�L �10T� o �� a(l CYl O -4--0OF'`;C-� C� ©FPiGE 1• Verify and confirm all dimensions and conditions . Notify architect of ante W J discrepancies prior to start of work. r` 0 CO� 2. These drawings for tenant modification work and occupanc.v only. No structUral work , cti 3. Occupancy: B-2; General office E •� 4. All finishes to bp Buildin g 215 standards, unless otherwise noted. I 5. Electrical , mechanical , and plumbing by separate permit. C�F-FIC-C C. F ICE Y 6. 100% fire spri nk leri ng to be mai ntai ned, by separate permit . Q h-FIDE pFFIGE ©I"FIG;= O FF C.t ll O F F IG E el� R. ©�r✓IG� '�. I-Hlj. G:���.. vim, �`� �- AiTIr�E, 4. FIJI - rZe G l" • G� • 1 o i�C T �M��,, G"fA l (� � ' _c �/.�-T v�- a'>' �'R 6�/ I O �� ^ (L!-r l-r /) • 144,100 OaFFIc +°FiG� E --- - OFFC IE-- pFF�c.0 ------ - - -- - 1 ........ A - ` k CITY OF T*.ARD E\ Approved. .. ... Conditionally A proved................. .. .... ---� - � '� ��. For Y pP ........................................OWO anly the w as ^d in: PERMIT NO. _ ..- _ t 2""28-90 9 See letter to:Follotiv .! 1: �F ��F Attach............... ..... . ........ ....... .. ...t ICC— , [ RAwN BY Job Address:�� �-^ B MMri♦ C;HECKEDR� A • REVISIONS 0 \ TUALAT!�' VT EY FIR; MARSHAL OFFICE = APPROVED . . . . . . . . . . . . . . . . . . . 11PW G� FIGtE OFFICE IJFI`IGE c��F!GE 126FIC "� OI`P�IC.F� pe l - - - --I --I� --- - i II I ,_ iI _ I_ _ _ +CONDITIONALLY APPROVED . . . . . . .III-�'I+ _ 'APPROVAL OF PLANS IS NOT AN APPROVAL OF - OMISSIONS OR OVERSIGHTS. LETTER. / �+- +— ' -+- + \ •IMACMEN7IE'SAi Tp 6 ASSOCIATES Pf.� F PLANS u MINER DATE �v�n ARI(;HTS RESERVED WR MA . S .'i WO 6�SSp(IATF FIS P'- MI "A a A41 %nT TU BF U%U OR RF PR,_) -I'-' MANNFR F1c(FPT WITH THF. �-........ GJ'1-I .PI RMISSION l M SA !•— N W l•J A L SHF l T \ Second Floor Plan 1/8" : V-o~ U �..� North b OF _. 88422.0 ~ � :" IF THIS DOCUMENT IS LESS II 'I ' I �� � II IIILi lfryl'I Ilrll 11111111 1111111 1111111 1111111 11111 I III 111 III III 111 III III IJi111TI1 111 IIl III 111' 111 I ' I III III III 11111111111111 III , - I 1 I I I I l I I OCT v. LEGIHLE THAN THIS NOTATION, -- 4� jI 6 7 I I - I �b I I OBER 26 1� _ 8L _ -- -- 11 17 IT IS FLUE TO THE QUALITY OF -- ----- THE OR WINAL DOCUMENT. IIII SIIIIIIIII ZIIII IIIIII ZIIIIIII9II IIIIIII9II�II ZIIIIIIII6I ZIIIIIIIEII�LIIIIIIIII ZIIIIIIIITI ZIllflllOfl ZIIII�II8II TIII9II1 IILIIt - _ - IT _IEZII TIIITI TII _ TI8 6I - IIII IIII IIIIIII!!Illlllllll�llll lilt IIIIIIIII IIII�IIII 11111 ' LIIIiJII 1 .I Pilasters: 8" x 16" x 16" hollow concrete units, ASTM C-90, Grade N-1, Type 1600H and 1600U alternately to allow full height reinforcing Veithout splices. Reinforcing Steel: ASTM 615 Grade 60 deformed bars. Minimum lap at splices, 30 diameters. "Dur-O-Wall" or equal zinc coated joint reinforcing, 3/16" extra heavy side rods. Oovetai , Anchors: Provide 14 gauge galvanized dovetail anchors, Burke "Ankortite" or equal at all joints with concrete walls, columns and beams. 05400 LIGHT GAUGE METAL FRAMING Design of framing members shall comply with AISI Cold Formed Steel Design Manual . Provide 4" or 18 gauge punched C studs with stiffened flange unless noted otherwise. Steel framing members: Comply with ASTM C-645 "Nonload (Axial)" Bearing Steel Studs, Runners (Track) and Rigid Furring Channels -, or Screw Application of Gypsum Board" . Installation of framing: Comply with ASTM C-754 "Installation of Framing Members to Receive Screw Attached Gypsum Wallboard, Backing Board or Water Resistant Backing Board". Materials: Comply with ASTM A 446-72, Grade C (minimum yield strength 33 ksi) galvanized in accordance with ASTM A525 light commercial quality. 05500 METAL FABRICATIONS General : All structural steel shall be detailed, fabricated and erected in accordance with AISC manual , latest edition. Structural and Miscellaneous Metal : A11 steel p1 ates, flat bars, and structural sections shall be ASTM A-36 unless noted. A11 pipe columns ASTM. A-53, Type E, Grade B. All bolt_, 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 per AWS Standards by certified welders. 1/4" fillet tip welds unless noted otherwise. ' A11 base plates, bolts, and columns embedded under slab must be coated with bituminous paint prior to backfi11inn with concrete. Jubmit shop drawings for A/E review. -g- 06100 CARPENTRY Codes and Standards: All lumber and plywood to be grade trademarked in accordance with one of the following agencies: West Coast Lumber Inspection Bureau (WCLIB) "Standard Grading Rules for West Coast Lumber" ; Western Wood Products Association (WWPA) "Grading Rules for Western Lumber" ; American Plywood Association (APA) . Lumber: Comply with P .S. 20 Douglas Fir S4S. Plywood: Comply with PS 1/ANSI 199.1 or APA' s performance standards. Species and Grades: Plates , blocking, bridging and ledgers: Douglas Fir #2 or better Beams and purlins: Douglas Fir #1 or better Subpurlins: Douglas Fir #1 or better, f' b = 1750 psi Studs: Douglas Fir construction or better Plywood roof sheathing: 5/8" APA rated sheathing Exposure I 42/20 Pressure Treatment: All wood in permanent contact with concrete to be pressure treated with a water borne preservative in accordance %:-ith Standard Specification for Treatment of Timber Products, ASTM Designation D 1760. Moisture Content: Purlins : "S Grn" maximum moisture content 24%; All Other Lumber: "S Dry" , maximum moisture content 19%. Framing Connectors and Supports: "Simpson Strong Tie" or approved. Powder Driven Anchors: Omark V shank H95, part #47095. INSTALLATION: 1 . Discard units of material with defects which might impair quality of work:, and units which are too small to use in fabricating work with minimum joints or optimum joint arrangement. 2 . Set carpentry work accurately to required levels and lines, with members plump 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 cn exposed carpentry work and fill holes. 4. Stockpiling: Stockpile all materials sufficiently in advance of need to ensure their availability in a timely manner for this work. 5 . Finish all Dearing surfaces on which structural members are to rest so as to give sure and even support . Where framing members slope, cut or notch the ends as required to give uniform bearing surface. 6 . Do not notch, bore, or cut members for pipes, ducts , conduits, or other reasons except as shown on the Drawings or as specifically approved by the A/E. -10- 7 . Bolting: Drill holes 1/16" larger iin diameter iam terBth nttheabolth,:;beinotubear Drill straight and true from one on wood. Use washers under head and nut where both bear on wood;diameter washers under all nuts. re-bore holes same B. Screws: For lag screws and wood screws, p root of thread; enlarge holes to shank diamnd wood eter for length of sl,;ank. Screw, do not drive, all lag screws g . Nailing: Uniform Build ,ng a, Nailing Schedu�et�oni.n accordance with Table 25-Q, d. IsP finishing Code, latest e t as otherwise indicate b. Use common wire nails, except te nails for finish work . Select Was enersill be of size tthat view llornwillereceave members where opposite s finish materials. Make tight connectionsor between seq�1� ed.' Instal fasteners without splitting o WOOD GROUNDS, NAILERS, BLOCKING ANC SLEEPERS: ing Or to 1, Provide wherever shown and where required or required forr trueclr net and other work. Form to shapes as shown an cut r work d. oth level of work to be attached. Coordinatelocation withappliedo ding. Countersink 2 . Attach to substrates as reqi.i�redsupport bolts and nuts flush with surfacenlworkess otherwise Wherepossible,Banchornto masonry during installation of masonry formwork before concrete placement. 3 . Provide permanent grounds of dressed, preservative treated, key-bevelled lumber not. less than 1-1/211 f penan red sh materialen�thickness bring Remove of ground to exact thickness o grounds when no longer required. 06180 GLUE LAMINATED BEAMS roved and licensed by Fabricator: Glue laminated beam fabricator shall bep Pror to deliver of glue American Institute of Timber consdtejive �ntoAlthe A/E "AITC Certificate of laminated beams to job site, Performance" covering the products furnished. Manufacturer: Comply gitF, ANSI/AITC A190.1 - 1983. fb = 2400 psi fc = 4.50 psi fv = 165 psi Camber, See Framing Plans Exterior Glue Industrial AppParance Grade Top tension laminations on cantilevered beams Submit shop drawings for AIE review -11 - i I i I I t 07200 INSULATION i 1 Insulation of Roofs: 3P faced batt or blanket at building roofs. Characteristics of vapor barrier or facing material flame spread maximum 25, smoke density not to exceed 450. Installation of Insulation: Provide insulation in widths as required for tight fit between framing members. Fully insulate the indicated areas, including all small areas between closely fitting members. Do all end matching neatly and with all ends joined or overlapped. Foil face to interior of building. Cut and fit insulating batts around pipes, conduits, and outlet boxes as necessary to maintain the integrity of the building. Tape ruptured vapor barrier using adhesive tape recommended by manufacturer. Longitudinal joints or splices within individual framing space prohibited. Banding marks on insulation in exposed areas pr,,hibited. Do not install insulation in roof until building has achieved operating temperature for two weeks, roof membrane in complete and moisture content of roof structure members is 15% or less. Suspend batts between subpurlins at roof, support batts with 1}" wide plastic banding at 2'-0" on center stapled to underside of each subpurlin with 15 gauge staple. Banding to be on continuous rolls starting 11 - 0" from and parallel to pu-lins. 07500 MEMBRANE ROOFING Comply with pertinent .actions of the Natiunal Roofing Contractors Association (NRCA) "Roofing and WatL-proofing Manual" . Installation including details for roof edge conditions, flashings, roof penetrations , etc. in accordance with Primary Roofing Manufacturer's requirements. Submit manufacturer's details and installation specifications prior to start of work. Roof Membrane: Provide minimum U.L . Class B specification with FM I-60 Class attachment to roof deck . Roof membrane to consist of base sheet, two felt plies, and mineral cap sheet. Submit certification of UL system and approved I-60 attachment. Accepted Manufacturers: Owens Corning Fiberglas, Johns Manville, Conglas, or approved substitution. Guarantee: A; a condition of acceptance, delver to Owner a written guarantee signed by the Contractor and the installing subcontractor agreeing to maintain the roofing and flashings in a waterproof condition for at least two years following installation, and without additional cost to the Owner. During the maintenance period the General Contractor and the roofing installer agree that within 24 hours of notice from the owner they will inspect and make immediate -12- i i NEW—_ emergency repairs to defects or to leaks in the built-up roof system and related metal work. They further agree that within a reasonable time they will restore the affected items to the standard of the original specifications. A11 emergency and permanent work during the life of the agreement to maintain built-up roof system will be done without cost to the owner, except in the event it is determined that such leaks were caused by abuse, lightning, hail storm, other unusual climatic phenomena of the elements, or failure of related work (except related roof metal work included under the agreement) installed by other parties. Agreement to maintain roofing system shall be in written form acceptable to owner. 07600 FLASHING AND SHEET METAL All work shall comply with applicable portions of the Architectural Sheet Manual of the "Sheet Metal and Air Conditioning Contractors Association, Inc." (SMACNA) latest edition. Provide all necessary mechanical fasteners and accessories for complete installation. Flashing: 24 gauge prefinished galvanized sheet metal in accordance with ASTM A-526 for all items unless indicated otherwise. Gutters, Scuppers and Downspouts: 24 gauge galvanized sheet metal per ASTM A-526 . Provide removable bird screens at downspouts. Reglets: Fry Reglet Corporation, Glendale, California, with counter flashing and miscellaneous framing anchors 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. Polysulfide Sealant: 5onolastic two part as manufactured by Sonneborn Contech, Thorospan S as manufactured by W.R. Grace and Co. , or approved substitution. Material of two-part type shall be in gun grade consistency and in standard 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 secur2 gasket position in indicated joints. -13-- 08100 HOLLOW METAL DOORS AND FRAMES Doors and frames in accordance with Standard Steel Door Institute (S.D. I.) recommendations, S.D.I . 100-18. Doors: 1-3/4" full flush, fabricated from two sheets 18 gauge steel with no visible seams on either face. Doors shall be reinforced stiffened, insulF"ted, sound deadened. Doors shall be bonderized and finished as standard one-coat baked-on prime coat. Provide top caps on exterior doors. Frames, Exterior: Full welded type fabricated of 16 gauge cold rolled steel . Frames to be thoroughly degreased and cleaned of all imperfections before painting. All frames to receive factory coat of rust inhibitive primer baked on. Hardware: Reinforce, drill and tap doors and frames to receive mortised hinges, locks, latches, flush bolts and concealed closers as required. Hardware preparation in accordance with S.D.I . 101 . Contractor to drill and tap for surface applied hardware in accordance with S.D.I . 101. Provide the following typical hardware at exterior hollow metal exit doors: 1} pair butt hinges with NRP option 1 exit lockset 1 threshold weatherstripping Submit shop drawings for A/E 's review. 08400 ENTRANCES AND STOREFRONT Work shall meet or exceed 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. -1�- il Manufacturer' s Inspection: Prior to start of fabrication of entrances and storefronts, secure a visit by the manufacturer to field inspect and coordinate installation. Manufacturer's representative to ascertain suitability of building structure for installation of entrances and storefronts. Manufacturer's representative to coordinate minor changes or alterations in the building structure to accommodate entrances and storefront installations. Within the requirements established it is the responsibility of the vendor/fabricator to provide a weathertight, leakfree glass and glazing system, including all structural support, window extrusions, components, sealants, flashing and trim, and other necessary items for complete installation. System to be capable of using one-inch (1") insulated glazing assembly in sloped and vertical positions. Provide concealed connections to the maximum extent practical . Final assembly to be completely watertight. Provide complete shop and erection drawings for A/E review. Storefront Door: Similar to Kawneer Series 190 narrow style. Storefront Door Hardware: As supplied by manufacturer. For major entry doors: offset pivot hinges push/pull bars concealed closer with adjustable opening and pressure weatherstripping threshold strike cylinder 08800 GLASS AND GLAZING All glass to conform to latest edition of the Uniform Building Code, Chapter 54. Glazing in accordance with FEMA, AAMA and SIGMA recommendations. Tempered Glass: Provide tempered glazino ' doors, entrances or other traffic areas in accordance with locations de, in U.S. Consumer Product Safety Commission Standard 16 CFR 1201 CI and CII ovide label on each piece showing compliance with ANSI Z-911.1. Manuf acturer 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. Plate or float glass in accordance with Federal Specification DD-G-451, Type 1 , Class I , Quality Q 3. -i5- i Tempered glass 00-G-1403, Kind FT, Condition A, type I , Class I , quarter inch thick. Preparation and clazing shall conform to applicable recommendations in the FGMA Glazing Manui.l and Glazing, Sealing Systems Manual . Thoroughly clean all glass sbrokens. Remove labels, aint or defective glass prior ptosturning the utty and other defacements. Replace project over to tenant. 09250 GYPSUM BOARD Gypsum Wallboard: Comply with ASTM C-36. Provide gypsum wallboard in maximum length to minimize butt joints. 5/8" thick a in all locations with pedges. Install gypsum board in accordance with ASTM C-840. Provide metal cornerbbead at interior and exterior corners and metal edge bead wherever gypsum abuts dissimilar materials. 09900 PAINT All work shall be in accordance with pertinent recommendations of the Painting specificatiomanual fontractorsthe ofPacific Americayorthwest as published by 9 and Decorating Provide a sample of each paint type and color on an 81" :{ 11" carCboard 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. 15010 MECHANICAL By separate permit.. 15500 FIRE PROTECTION Provide 100% fire spri nkl ringMarspehaNing Jurisdiction.mle13 ( ( latest edition) . By separate permit from F Sprinkler heads not to occur at grid lines. Align head symmetrical about grid lines to accommodate future tenant seoaration walls at grid lines. -16- 100% sprinklering to be maintained. Governing Agency: Ail wurk in accordance with, an to be accepted by, the Insurances Services Office of Oregon and Fire Marshal State of Oregon, hereafter referred to as the governing agency, and designed to comply with the latest issue of NFPA Pamphlet 13. 15400 PLUMBING All plumbing shall be done under permit obtained separately from this permit. All storm and s itary sewer connections and work shall conform to all applicable codec kith appropriate inspections. All potable water shall be adequately protected from sources of contamination. Utility Connections: Plumbing 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. Water Service: Verify existing water line size and location. Check water pressure oefore starting work. Waste: Connect to or arrange for connection to available sewer. Verify depth, size and location before starting work. Raindrain: Discharge to available drainage as indicated on drawings. Verify depth, size and location before starting work. 16010 ELECTRICAL All electrical work to be done under separate permit. 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 nr regulations set forth by State and kcal authorities. In case drawings or specifications conflict with code requirements , the code governs. However, the specifications are to be considered as minimum. Obtain and pay for all permits, licenses and taxes applicable to this work as required by law. 16740 TELEPHONE Coordinate irstallation of telephone service with local utility. Provide all required conduit and service board for complete installation. Wiring by utility. -17- .t 15010 MECHANICAL By separate permit. It is the General Contractors responsibility to insure that all electrical connections or mechanical sy5teai;s are provided by electrical subcontractor. Codes: Make installation of all items in complete -accordance with all codes or regulat';;ns set forth by state end local authorities. In case drawings or specifications conflict with code requirements, Vie s.ode 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. 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 reasonable promptness. Make one co,nplete set of "as installed" drawings and return to the A/E. Keep was installed" drawing, 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 ^orrect, mechanical subcontractor is responsible for costs of future "prospectin„ ” for lines not installed as 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 disrre,, ancy in plans and/or specifications. Do not proceed with any questionaole itemr. or work until clarification of same has been made. Supplementary details and plans may be supplied as required and they will become a part of the contract documents. • I -18- A ( TOOLED _ Z% CROSS SLOPE TOOLED EDGE i EDGE r (I'��x '11 d A 1' COMC, SLAS YITM CONTROL JOI MTS AT i — sFcT10N 3/1° 1 '-0 !/ TOOLED EDGE t - $ROOM FINISH TOOLED EDGE 3/9' 1 ' -0' CONTROL JOINTS (TOOLED) Oregon Busines,3 .-Park L 101;► ��� PACTRUST Building # 15 DATE MACKENZIE/SAITO&ASSOCIATES, P.C.,OREGON roe No. 2 8532 T fli OW Sw &&NCPOFT SEF.I PORTLAND DREGC)N Ott =)22+46t0 Qf �I i L-4'1 x 2 -411 x 2 G.f. C„RATE. (4) VZ-04 HOLES EA. CAUL.IC PIPE INTO FACE Q BI.SE GOURDE HUB LEVEL — a ra a o,0 O jO = O _1 Z N s N PIPE SIZE � SLOPE �/AiZI ES SEE PLANS MOTE : FL STEEL_ ALL, WEL.DEO i) MIfV. Z -O, COdF R G� ALL CONST. Aa wluP►LT EMULSION PIPE IN DR1'dE� AFZEAS. COATED INSIDE OUT ,'nLYNCH TYPE CATCH BASIN 4R EG7�JAL. 2 CA,TGN Oregon Business Park I erg_ - PACTRIJSI' E3uildin4, 15 _ DATE l0 '2 v joe mo. MACKENZIEISAITO&ASSOCIATES. P C., OREGON 5►sr _. .t� Iul ONO Sw a,CPC>" STS£? Oro gr2M MM) 224-510 1. �1�K� U moo;;; --� — ppV I t•!La ��Ci Io� � �i Iili1=. � = p�Il Illi � �•�• �� EJpTIJ>✓ M�jl.�lr �/�.'I - o ►-J eu.. G -�r'.�c. ;✓ JJ I� U� o ' Gam.%;- r+ L►ps `al • /__7 i-r'F c.A L. T 42 �N Oregon Business Park 1. my I-- -- PACTRUSTBuilding it-1 55 -� -�- rATE - Joe 10 MACKENZIE/SAITO&ASSOCIATES.P.C..OREGON SRT 0W Sw BMCS;OFT STt1EFT PC TtAU'C OAEWly 272M W)22&-9670 i n Q I -O _I PLAN y LF-AWOL FRAME COVE2 n 0 45 ELBOW 45' WYE APPROVED SEWER ELF—VAT I ON � N0UT�� L. s n NTS OPaTk I sr�_ PACTRUST Building 15 - -- DATE-�- �1 ---- - - - ,a„"0 x$8532 ( MACKENZIEISAITO&ASSOCIATES. P C., OREGON SMT __--.CY- OW S W B"jDqOFT b I We 1 pov aAND OAEI;ON p7Z0+ (SM)Z24-IM70 -qT � I QD s l3/16 OD LOCATING DETAIL AI INTUD CAP SCSIEW KE DETAIL'A' SEE DETAIL* 15' LOCATING STUD cTYr� c�QJP.c.E. u� M•,-,. amu.-�-�o 1a e, 1/2' f1/Z X 1 'A 90 LT mu=l YASKET, !ERMATEX i�. T .SKET TOFRALAE A SM DETAIL I S 1 z3~-------� CA? SCREW _al• FRAME AS ABOVE OR ALTERNATE AS SHOWN WATERTIGHT MANHOLE et:; FRAME 8k COVER Oregon Business _P T�11 _____ BY- --- PACTR'UST Buildin 15 aTE roe No --- MACKENZIE/SAITO&ASSOCIATES. P C . OREGON !►R OF 0896 Sw BM+CRcn SriFr " � %C OPEC ON 9720 tSPJ1 224•9670 NOTE: THIS TYPE OF MANHOLE SMALL BE USED ONLY FOR PIPE SIZE OF 240 OR LESS. LOCATE YAHrOLE COVE FRAttE UPSTREAM OF MAIN SEWER LINE FLOW At =M01NN_ I I ^ _ -2�_ i MWN SEWER LINE CAST MON COVER MATCH FINISHED 00"41)E OF STREET B, FRAAK (See St*ndvd Plan — — — — ' RISER RIGS VAFAASLE •E T FRAME (Maa�ww I' 0, ) IN MORTAR ECCENTRIC MANHOLE TOP. _ 4 .� PREFORMED PLASTIC GASKET STANOAAD 40" YAMHOLE RISERS r.NlFlr= 4i• FOR PIPE 24• ? ' :*` i Cr)4AW.TED CLEAN OR LF SS �� --e :A �; WELL-GPADED 3/4'-0 W w FOR PIPE 2 YO ---�1��• �4 •� . CRUSHED ROCK 110 COP LA411111" a �� ♦ �UNDISTUAlED EARTH I IRS�q� IET IN F4ESH f! PG1A'1l. INSIDE DROP: o , . V v s O CONCRET4 • MAXIMUM l'O' �'� ti •�� O a o ��� o 120 LAYER ! VERTICAL DISTANCE. pw0' IN ORTED INVERT TO 14VERT MIK &ASE NATERIAL(3/4-01 Oregon Business Pa'k L._-- PACTRUST Building _ 15 _ DATE 'v--14 .. __- MACKENZIE'SAITO a ASSOCIATES. P C .OREGON Of - 3&,C sw eN+cqol,7 sem- "`,mac (PE!,ON 9720' rSm r•4670 _ G X s _ z W/t-t ►2`' a.�. I 4 ew VkVA(� \� r IT G - --- Ore4on Bus_i PAC9 15___ MACKENZIEISAITO&ASSOCIATES.P C , OREGON a�eAc sw e.tic�.t� ST AES' �*SMC OpE:+O►` 4�20� cpm, n•a�^ ��?' --O` -- — -- LvUN'(4 �� G.�.�1 . ulT �IG k � A. �� i i II qv6tf $?- t fr r,,)(i A-vvv Ems(. d- U L EA 3 35 I k VWTI1,A�- Z G 2 N AIS- W b L L Oregon -- PACTRLST Building .___�. n MACKEN7,EJSArTO a a5„SOCtATES. P.C., OREGON OF I I ori+ MM)a-07o -- 1 � s 0 J x � h q I II NEJ,l t&TAiL 1� 2'� 8b pre cn Business ►'k_L-_ r�; _�� . PACTRUST Buiidin ---* 15 DATE — _ 2385 - - MACKENZIESAITO 6 ASSOCIATES,P C..OREGON swoil 7690 Sw WA:FO'`T S'gflR PoI '1Ar-C OK;:;� 9T201 tS00) 1�9S'7 i9 I 3/4 i {LEYi:� c.oN�T. Jo�NT q' . GoN��T�--UGTlo�J Jol N j tr G ZIP - 1-7 EP—NA?E— A d*A —' Cu r 1/4 Gi:G►.IL Cmc 1TP-tet✓ Jo1HT � 5 G Oregon BUSlness-P ZLR ! sy--� -- - PACTRUST Buildings f 15 DATE -- Joe No �---- MACKENZIESArrO&ASSOCIATES, P C.. OREGON mac sM s� a�ICPOFT SSCC, "-L&P' OPE� 9720• = 2,&-Q6707o . i N VO pG 1 IP5 to 12 Z7 ��b G I Ile 1-cl Oregon�Vsiness PACTRUST Buildin15 � le MACKENZIE/'SAITO&ASSOCIATES,P C .OREGON Joe No 288��2 OEa: Sw aw-CmO T S7;WE7 "'.MO OAE� 0120, =) 72496M � � cw T �xI�iTI�C� p6+�G-1.5 b!� lo�•�1 A r' r I sT i^{G 'Ti►J G M o�E ?H 14 N 6d,F �W-rl r G -ro per►-:e� � �XIyTI�C� �'�•tJ�l. :mL 11 \V rh A 4;:-p r,- 6,7T7Iaf4 W N Ew veTt-1� 00 I�•2g �� 0- (L I D �Z- 0 REVISIONS Oregon Business ark 1 sY PACTRUST Building f 15 DATE 17-L'Z - MACKENZIEJSAITO&ASSOCIATES, P CL,OREGON 'Joe wo lm-3-2 &(T ' Of OWC Sw SANCT SrWr PrrT.-C OPEC 9?Ml (SM 224WO � �I Z I i E ted INTU �4r -�--- -- --- - c� lc>I.UMN �� Id• y � ���' ��L u f•'1 N � �c�'rll�� l�.��'Tlo�l � �X Imo(. l,-�.I.I, G Oregon Business-P-ark1-___ PACTRUST BLAd_'ng. 4115 .ATE MACKENZIESAITO&ASSOCIATES. P C ,OREGON RT- SANCROF' STZWT* � O�+£� *L4AC $120, =; ?24 95'n, trot ae9C SN' O� -- - '�.ci. GoL• 'Sx3 x `7/1L i GIZoU�f p>Eb � \ I a0 A� • (3) + T t t ED . + - t I-Id- L;� '� 1 �• w i.- 0 ✓ R a a 11,1 '-C7 11 pI­A,-7 e-, � ,Te7 i 4 15,0LA Ny e'r1�e l�t�Et71�! Co�I L. (_! REVISIONS Oregon Busine�� P._.a k � my � �G ACTRUST Building # 15 aTE P _�2-v�2���-� A r JOe No _u.Vyy z_._ MEMACKENZIEJSAITO&ASSOCIATES.P C .OREGON OW SN' BA"CPr#T Tr;WP Prp' MU OA's+ 9120+ (5A) 22+•96-n CO f f v+ J T sol,. hE qNE v d,4�E, f',o'', G j 1, p tCl �a %I. li4w W _ o a G p TE p i T r.�l i rJ o U s p/�• 14 T/ ❑ REVISIONS Oregon business Park —I -- --- PACTRUST Buildings l5 DATE Joe 40 ?88532- MACKENZIE/SAiTO&ASSCCIATES,N C_OREGON 94T OF .--_ MW SW aApCROF7 STREET POQTLOC OREGON 97201 =)224 9670 �C MACXINZMO•,TS AESAv poaE6.PC r S �MRXMRA IS :r- T-- x . - � t'` �z �'•o wl�j � �Pb . . 310 • � � . ' OL 11 N r Oreg —� TE P_AGTRUST Buildin 15 ,m„O 28 35-3 _ — MACKENZIMAITO 6 ASSOCIATES, P C.. OREGON sw of-t— MM S W STPa7 POPTLAPJC �CC� 9�Z4i (SM) 224%70 r i 6 4 XTM4- I-IZ-b� (�s. G NA.�+ N� �- Gv ►-�ti..l. -'t'a c%�`'1.1� , I--lel-� Qr@Q0n BurinBy ---a--�--- ,j _ CATE PAC�RUST Buildin -- ,mNo _,, a? MACKENZIESAITO a ASSOCIATES.P C., OREGON IHT 4fgp S'N CArJFT iaECT 00PTLAOIC •JpEGOPr 17731 ASMI 224.9670 s � �t p�o1 mT • ham-'• 14 x ol�� 11,2,E �iD6 a 11"N7 tbt r F Or ^n Business Park : _ - erg -- PACTRUST Building _ .061 __ DATE +`` ,-A„a 288532 .� MACKENZIUSAITO a ASSOCIATES. P.C.. OREGON SKT ogo Sw BANCpOFT S7rfFT PORTLMIC OAECON 97MI (SM)724-9670 M4 •� _ / I�N,�nloof S 4 ���CJS oK 2G I vi x ilk x o' TSP - --- ♦ � � ` IIZ sf I I _ Orq Og n SuSlll �Gl1I� — dY_J -- OMTIE P_ACTRUST E3uilciings 15 - ,06,E _21M!2 MACKENZIEISAITO&ASSOCIATES, P.C..OREGON I OD90 Sw 804CMr STFEr PoWp,,OD ,ON irl�!a (500)7?�16y0 I 401 �70uT ►p for of u�ticp� ��OttEv �v� — I/ , IIx ►' �'!� ev . � 2 S •2 � i 12.2�•sS8 I �f nregon BusinPs�P_ h._�____� By--j - - ---__._ aTe �D(21 �g8 PACTRUST Euilding 15 4 Joe 160. 5 L5 ? MACKENZIE/SAITO&AScjOCIATES. P.C..OREGON Of CYaFGCIN 9'201 (SM)22•-9610 . 1 ►.IoTF,: ��E RECD}�•-G �I--���E �1�-�LHaF'- � C�P'�,Ll . '.�.- u5E xp�- inN ►-? COHN -. 1.1ILL APO P- CMla �uP�� �� ry FF � • I--- � 10 ore on Busing ss-Plukll.— my - - PACTRUST �o.4o. 288532_— MACKENZIE/5AIT0&ASSOCIATES.P.C..OREGON I I cm Sw DAmCPOFT SMETT -3m-L-0 0veCP0+ 9r2m M=zm4sm sm.—cw c� - C�Na�F oN ���1_ t Gly r/ I N �Y1.7, i.T t l + — — � owl 1 2 Oregon Busines aik- _ By PAC?RUST BulldlnQc. 4115 M&1E- MACKENZIE'SACTO d ASSOCIATES. P C , OREGON JOB -�--- �ni OW IY+rCP SAE" POI-JNC ORE 7` 9'20` I500 71 26 t 0 ►r' �J i F ' TV N,7 &VT G.. Oregon-- BusineS_2� LRr. I DATE PACTRUS1' B��ilc�ing. V _ _ MACKENZIMARO&ASSOCIATES, P.C.. OREGON i OPFGON MW (SM) 224-%70 oe90 ,w 6�0� 5'TaE-FT a�LwO 49 COW � _ on Ore 3usin s -�-1�� � 1 �„�.__ w� ' L PACTRUST F LAding_r -- "c(F.taiEr,.Aao a ASSOCIATES.P.c.. oaEGON WT. I °so sw r*FFT •oRn CF600+ 22449M -- �-��— — � � IL F��-`�ip- '��' � i<-;'- ►t E K Imo'. r - -,- G��/I� l•�l 211 I N`-''�1 i-�T 1 v r-► OL z_ 12 P L. SH, ,a-r��IN Oregon Business-�' 1� PACTRUST Buildina 15 DATE Joe 40. g� WACXaQ-,ESArro a A SSOC ATES.P.C.. ap« 1 1 + il f r �V4 � Ogg rA E FV ID� 4 P"4-111-4► l I { _ Oregon Busines s.E'ark AY- PACTRUST Buildin s, 15_ - DATE rv�� ?— ---_ _ — — I MACKENZIE5AITO& A.CSOCIATES. P C..ORE3 .tea P40ON �- 0696 SN B-40-40 T STAEE- 'J��C ORf: 97201 0011 22••96/0 3wj - I I —Capp e,6�,-6 3 rt 'moi Fr i 4'' `p A"o,J�JD dt,1 SIS. E — L �v a: Il I a a I �+���GTIO� TD T.�✓. GoL.IJ f� r _ Ore on Business Park L—__ By PA. �TRUST Buildings 4115 DATE _ Joe N0 188 32 _ MACKENZIE/SAITO&ASSOCIATES.P C..OREGON Sw Wo Sw g�rrl'l+OFT SSE:- -jPn,Mo C)PEGOh 97271 ;SM) 12x•9670 fix►�a'C►r�ca G�-����� I � � G�A� �T�.v-c C N it�u� �1�It�• ��►►��� <��N c��GTa r<L Eor �f Ib ?Lle A w + + - 4. .-+ �—�Apt? -- x�tfiltA 6aW LArl Oregon Business �� CV PACTRUST Building --A 15 aTr- I(�I M,A.0 KENZIE/7-ArO&ASSOCIATES, P C.. OREGON c.,►r0 '�53 2 _ �� I I MBC Sw BMCSAOrT ;' F' PfJP'L/A4 O°CG: 9-2rl =) 724-05M OF 3 � � IGau G•(i• 3 Yi cA 'L r G.F'1.tJ. WaW� i � 3�1 Oregon Business narkDATS- 1 . °�------ -- PACTRUaT Building _. MACKENZIEIW,TO&ASSOCIA ES, P C..OREGON _ -- - r s►rr.-- OM Sw 6^►+�Cr-T S'»T POQ'L`C CVW-G--" 9rWN =1 Z74-9670 u NTT JW �OV I I/�r;;�• , / I L" JI I = u ILLJ > 1L 17 cc V I Q -,G�.L� G o f•-, f-t. Tia x I��T �-i.L Cl REVISIONS Oregon Business f ak �__ By _— .. PACTRUST Building # 15 __ ri WE llu+,i-KENZIFJSAITO&ASSOCIATES. P C . OREGON JOB NO OW SW aANCW)FT STAEE' PopTLANO OREGON 3HT ----._ OF--___-- R CSI 1.E- 2 f p.'? M�p5►'P t-1 �j � � I/2'' E.+`? Ca�,'P SH �T���' �� I rij LOQ 0yp ;XA , -� �o i kJ/ 3r cdft F F E- — co car P� I%4 ¢ o a. Oregon Business Pik-__ PAGTRUST Buildings 4- 15 and * 17 DATE_ r MACKENZIEl5Arro&AsSOCIATES. P C.. OREGON oaoo sw S�+EF' "r*''LoC AGO'" orar rsmi a•aam F/571 7 STRIJG-"LRA - ULAz1�1G I 5�(STEM w p �-- -- -- Q a 0. - Oregon BusinLsS3--.Par_k_l _ BY- ----- PACTRUST Building_# 15 D►TF r MACKENZIE/SAITO 6 ASSOCIATES, P C ,OREGON -_ SH, OF QAC SW ami000JF-, STP*E' F'OA"--C :)P`':,a" 9720' (507. 224 95'0 001 QFF C-D u' otD I tttn ° Cn e3 �- I , � W to to P'� 0 TIES >.. Cr. I RESTROOM EXHAUST FAN 'k INTERLOCK WITH A/C---1 �� cr 710 COOK MODEL ##10OC15 0 C:j 750 CFM 115`✓ W,'BACK DRAFT DAMPED a. 690 I `1 l l 8 I ":'C- 1 TRANE VAV MODEL SFHCC404L Z Z Cn 460 VOLT 3PH . 20 HP . SUPPLY FAN 1�b 135 GAS HEAT 350 . 000 BTU . f•-•, � AxAx i e COOLING 476 . 000 & 95 DEG . OSA ~ �'1 a � U.f y 1 2 1 2 1,l16 i S0 W 1'Z 1t 13, 12 I I W 10 ' 13' m 0- --� 10 10 U 1 � 615 1100 tj r '► goo VAV BOXES : � � • In EL �-, T ,OTES.., Lf1 Ll 1 , RICAL NO I ES z I X H O i 70NE VOLT PH . K . W . � � 0 5 1/2 X 22" WALL STACK L 6 0 3 E • TO FIRST FLOOR — ,I II II f - 1 FF-1 , 2 CL 65 6" .. I ---- --- _—. i2a XFMR F L . h� � II W 12,. _ i r -i I Ii 1 .• I (I II � & -- _ .._.. - lam 1e0 lr� !� fea 1�2, I - , ! _ _ r y I o I, U �+ a o 1 2 1 113 1 1' 1 12 5 12 1 N 123 � 124 10 ____ -.. � _ � Diem di �_..� ( i� - J ( I �d r II n it Cn 3 H � 1 Q m 4 W I � � I I _ I !14ii . �0 _.___-�b._.._ � N i I ,3'0 1 ILS • I W� Z - 3 I ._ 4v 22 I H �' 1 1 J Cl 12" L ___ 1 200 1171 _ _ IT _ _ -. 14® 13 i Sea II tl /% II 22 — - • I 2e0Cl I (� i 15r 22 1 — I �;� �I IJJ STRIP �-IFAT . . Nr ED 24� OLT X 22 VA EACH �`+ < 0 �B0 I B5 ltl lm_ . --- I �= - - _ 1ys 0�m , / PROVIDE 24 VOLT 75 `��A XFMRS . IN � � 0 w � itcc lm= I I ' �1m, LOCATIONS SHM,,'N ABOVE CEILING � N o � II , 17m 1?� i�ra 11m I • � �� � � I � � ml AvjA 3 Q 0 103 y 107 1�_ --- - - _ '2 -Yom-------- --- 12 � Q • f e ! 6 d r 1x30 n I - -- 11 10s -- CE - ! I F �i7I ..0� `- m O - - CITY OF TKiARO r-� (p L I �I ApgrQvedn a O .........................................."�"rjld! In i. 7 Conditionally Approved ( ]� J •t _J For only the vlork as deccri in: I LA0 gee I I �-+- , PERMIT NO. ................,...p ............,.... _.. W See letter to:Follow. F W 1 acJ '� t i an downstairs near e I evator Attach.... ...........................( ]: z IJob A res u <� -- - --- --- __ -_-_- E3 Date: � �� u ui d11- 0 (L W I (L Cc I � l V I TuAi vI '''.','''� "Er MARSHAL orFICE - -- APi :1+ .. . . . . . ❑ CAD : ( 13 ) : 1259 A 2ND FLOOR � �_ A f�l HVAC �COND!TiJNALLY APPROVE=D . . . . . . . ❑ P R O..i E C:T 1�1 O . -- -- _ AFPjOVAL OF PLANS IS NOT AN APPROVAL OF OMISSIONS OR OVERSIGHTS. SHEET N O . M STALE • 1 / � II _ 1 _ © ;E.rNTTdII� '. DTTER. . . . . . . . ❑ I LANS EXAMINER R 1.5875 SW 72ND AIJE 1\1 Li F 7 OF OF J' IF THIS I)C)CUMENT Ig LESS73 LEGIBLE THAN THIS NOTATION, IJS DUE TO THE QUALITY OF I4II1 III� III -III II 11111111 IsI III II I!1 I I f 1 I III 1I8II T i I III{ I I I I I III II o I II OCTBER �- - --1 1 2 6 .. ,� �- y THE ORIGINAL DOCUMENT. .III EIllillill ZIII1111I1 Illillllllllilllll lllllllilllllllll IIII{1111 IIII{IIII IIII{11ff _ N�. �aIe 81-12 IIIIILII{ 9 � L �IA� 11� ' Z 8IIIIIIIIlllIlli1111111,1"tI_Ii����I���Ti��II���� ���II���� ����II��I �►�11II11111 IIIIII{IB II I I Ililluli ' � •f `. a .1 {i.r + �, '` ' �r n'` 1` ,,j.♦•: l' I r r�'ry, �.. �,� ,t♦ 4:e _ .. ,t • ",, ,. ., ' , � 1�' 1• ,`�• RI� �" .; i, x'" ♦ , r., 't• Ptr'1 •�. �� a ,i r. ti ,r , r. v by - � ,`. 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'r .r - ,X .'l , 1 ',M L q i IF THIS DOCUMENT IS LEGS VIII � Illl � ll � lllrlll �2' I IVIII � M LEGIBLE THAN THIS NOTATION, 1 I I I 4 i t� I I j I I I ( I - I I I I OCTOBER 2s I m - -�- _`� 6 . 1 .---81 9 l n 11 12 T IS DUE O 'IBE QUALITY �� Q Y OF THE ORIGINAL DOCUMENT. -- — T— _ _ _ till 8ZBZ SIL S►� yZ fZ b � tZ L t BL�t 8t 9t ii-ri EIZi Tt �[ 8 L9 d e�111111 1111 111 flll�llll Illi�lllii�ill�llll IIII�IIII IIII�IIII IIII�IIiI IIII�IIII Illl�llil IIII�IIII IIII�illllllll1llllIIIII�.IIII IIID I II�I�IIiI Il1111711: i I III�III II IIII IIII�I�III��I�����►I���� ���� II �� ���� �llllll IIII�IIIII'�I►��Illillll111�J►.11II IINIII I a 1, \�V• �� I\1�I I I��4 - � ow J--- 547-Tc Tcr1 � FLA`�!�G � ►I _- - ----- — ST�u"TUr ALA���.i. \ I/�JV✓ C-3 Oregon Esusine_$s -K l_ dy PACTRUS"T Building 4115 "'TE -- - "wu MACKENZIE,'SAITO&ASSOCIATES. P C . OREGON ANT _Of 11TRI 0 S, B.&NCaoF' S-;*E- POPTI.wC OQFY)N 9720, (SM] 224.95'0 2 X 2GP Ea-.•Caps.Lam/. M � - C r I 4x�u per. 14- LU LU 0 (L (L 4 ❑ REVISIONS Oregon Business -ork L _ BY_�_ PACTRUST Building + 15 DATE r�iS6 MACKENZIE/SAITO&ASSOCIATES. P C , OREGON k'd NO —m5-az- lfql OQ?C SW BANCPOFT S PEP W)Q"IANC '.)Pf'3O+ 972^+ r5XI) 224.957p 9MT _ OF G��P SNE�i' i F,LT5 -E1.Ag�OM�+�►c PA�1 LA yro - ME M b►�Arl E thJlL-1-UP paoF -_ -. O r e cion 6usirjes_s_p_uk1- , - PACTf_UST Building__ _ x6 .. MACKENZILI'ArTO 6 ASSOCIATES.P C .OREGON sM :)W ME' 9'20, fSM 27.96'C l Z BO ,c 3" LAG LT z _° Tb 4115.rj Ll 0.,:7 C42 8L Y � � FLAT 6A� ZAIL I r 1 /4 —�v�i1 PLA E VA t0 M w/ yZ`� �xP�►r;�I�IJ © S�G'f� OP�1 C- L� VAT ONLH`�2. cc CL CL ' ROOF ACCESS LAOOIR d — _ �`1 AFviclnr�c .._--- Oregon Busiovi5JRark. 1 �'TF�UST building � 15 aTE ` _ _R___ _._! MACKE�jZIF-SAITO&ASSOCIATES, P C .OAEGON BHT -cw ---_ I owc sw ti.tic rae� vcpTv�+ro OpE .� o'te' ism n' � L I� ROOF 5YSTE.M 1 I MX 6- FILA?E - a • 51MF'saN src • Go'�2v. Ga•�17�-51�DS i =TYPE "x. G-�YP. ev• �.�c+-+ w3 3Z 0 G:'t. a. d L. Top of wall connection of interior wall (IMA NO SCALE W NEk'�ff �-.,&Lj-EL To rz>c d5Ub pLr—u us s 1 i DE �uv P UcJ IJG ca Z-O d o-G. Oregon B_Us_iness Park I — PACTRUST BUIIt,Yin0 * 15 DATE MACKENZIESAITO&ASSCN;IA -ES. P C , OREGON Vie we 288 32_.� ceac S B►tiC WW7 S'qE!' 0.s-0 604' �COOF HATGN j,1� �ClG�lp lNSUI.. ,s (.,Yp, eD. i 7YPE a�Z.aMINGi Al2c11r`�b 0E-MN l►�-I /F2�N __--- -- ��612 �= !;N C•� pU�,N plr''1EN510� OPENiIJb� SIZE Oregon Busine5-s- -ZEkJ--.__.__— PACTR_UST E39ildi119 15 and 17 DATE J06,0. r 2 MACKENZIF-/SA►TO 6 ASSOCIATES,P.C..OREGON 0l�0 SgU, PORTL wC OAEGCly 9724+ (SfDI 2?�Y610 I 1 5405 N.Lagoon Avenue Porwnd,Oregon Pnone:(5W)289-1778 CONCRETE COMPRESSION TESTS Tested For: H.L. Greeen Report No. : 90111 Made by our rep. R. Griesenauer Slump: 611 Cast By: 882,176 project: Pac Trust Building _ Permit No. • Date Made: 1-12-89 Address: .15875 SW 72nd --- 6 x 12 concrete cylinder Date Recd: 1-13-89 Type of Specimen: 3000 psi 3/4"-max. sized ^ggregate _ sack mix Additives: VR/CC/3000 B Mix Source: Ross Island Sand and Gravel ASTM - Condition of Storage: 7/64 T463724 500 Time: 8x00 Cu, Yards: - Ticket No . . Air Temp: 70° Cloudy Air: 4. 5 Load No . . 8 Conc . Temp. : Weather- Location of Pour : - -- Age weight Max . Load lbs . Test Averaae Tested Date MarYPounds Load er s - 2480 7 clays 1-19-89 1 27 . 12 — 1-19-d9 _ 2 2550 2515 7 days 28 . 0 340 28 days 2-09-89 1 - 28. 0 3410 3375 28 days 2-09-89 1 _ 2cc: H. L. Green HWEST TESTING LABOPATORIES, INC. lcc: Supplier l.cc: City of Tigard - Prvisor. Dennis Cody , Sup_ Field Operations MAW EN G on 97217-0126 � "© 5405 N.Lu9oon Avenue Ponfand.Ore9 Pnone:(503)289-1718 CONCRETE COMPRESSION TESTS Tested For: h.L• Greeen Report No. : ,96110 4.5" Made by our rep. R. Griesenauer Slu:dp: Cast By: 882176 Pac Trust Building Permit No. : Project: � 1-12-89 Address: 15875 SW 72nd Date Made: — 1-13-89 6 x 12 concrete cylinder Date Red: Type of Spe "_ cimen: c " aggregate sack mix3/4 3000 psi max. sized __------ Additives: VR/CC/3000 B Mix _ Ross Island San source: and Gravel ASTM Condition of Storage: 6. 15 7/16 46° Time: Cu . Yards: T46 718 Air Telnp: — Ticket No . . __ 4 , 5 700 Weather: Cloudy % Air: _ 2 Cor..c . Temp. : , Load No . : Location of pour : lift from west end of building Slab on grade 2 --------------- Ag e Weight Max . Load - lbs ' Test AverageAver2ge Tested _Date Mark Pounds Load p_ e._=sg • ln'-- 7 days J 28 . 0 2250 1-19-89 — — —_-- 7 days ---- 28 . 0 2160 2205 1-19-89 3770 28 days 28 . 2 - 2-09-89 ( -- 28 . 2 3860 3815 28 days i 2-09-89 ! 2cc: H.I . Green tPen HWEST TESTING LABORA'T'ORIES, INC. lcc: SupplieY cc: City 01' Tigard _ isCody , Supervisor Field Operations i I11j Y Y. nd.O(e9on 97217-0126 � 5405 N.lagoon Avenue Porto I Phone:(50'}289-1778 CONCRETE COMPRESSION TESTS Report No,. : 90069 _ g.L. 411 MadeY Tested For: .s b our rep. R. Griesenauer Slump: 882176 Capt B5'; Permit No. : pac Trust Building 1-11-89 project: _ Date Made= 15875 SW 72nd 1-12-89 Address: 6 x 12 concrete cylinder Date RE'c ' d: Type of Specimen: sack 3000 psi mix _ i_ " 'x• sized aggregate 1.5 C(' Additives. ____-- _ Source: nd and Gravel Ross Island Sa ASTM . Condition of Storage: 10. 15Cu. Yards: 7—-- A1-82970 Air 5C" Time.: Temp: ��- Ticket No . : Cloudy700 $ Air: Weather: Temp. : _ t side 1 conc. 2nd lift from east Load No . : rade at building 116 , Pour : Slab on 9 --- Location of of building _ ----- Age ___----- Load - lbs . Tested Weight Max . in . Average Test pounds 7 days rL Mark Load per s 3640 ---------- 29 . 1 3610 7 days 1-18-89 3570 29 . 1 ----- 1-18-8 9 ---'_-- 4990 _ 28 days 29 . 2 5000 28 days 2-06-89 0 1. 29 . 2 HVIEST TESTING LABORATORIES, INC. 2cc: H. L. Green ---- lcc: Supplier City of Tigard Dennis Cody ,, 5-- �isor lcc: rasions Field Op-- e � N*ORTHWEC $405 N.Lagoon Avenue Ponf.nd.Oregon 97217-0126 RECEIVED Pnone:(503)239-1778 FEB 8 1989 CwA04 Dpi CONCRETE COMPRESSION TESTS Tested For: H.L. Greeen Report No. : 40035 — Made by our ren. R. Grierenauer Slump: 4. 25" Cast By. - Project: Pac Trust Building Permit No. : 882176 Address: 15875 SW 72nd Date Made: 1-06-89 6 x 1'2 concrete cylinder Date Recd: 1-07+89 Type of Specimen: 3000 psi 3/411 max. sized aggregate i sack mix Additives: 3000 B Mix/VR 1-1/2" Ross Island Sand and Gravel Source: — Condition of Storage: ASTM Al-82864320 Time 9: 00 9/41 Ticket. No . . Air Temp: : Cu. Yards: 700 Rain $ Air: 5 Load No. . 5 Conc. Temp. . _ Weather: _ —_ Location of Four : Slab on grade — -- - Test Weight Max. Load - lbs. Age Date Mark Pounds Load _—per s in , Average Tested 1-13-89 28 . 0 3560 days 1-13-89 28 . 0 3610 35f_5 - 7 days 2-03-89 28, 4 4480 r _ 28 days_ 2-03-89 28 . 4 4530 4505 28 days 2cc: H. L. GreenHWEST TESTING LABORATORIES, INC. lcc: Supplier lcc: City of Tigard Dennis Cody , Supervisor Field Operations NORTHWEST TESTING LABORATORIES,) 7 5405 N.lagoon Avenue Portend.Grego 217-0126 pnone:(503}289-1778 CONCRETE COMPRESSION TESTS Report No. : 40013 Tested For: H.L. Greeen — Cast By: Made by our rep. R. Griesenauer Slump: 4" Permit No. - 882176 Project: Pac Trust Building --- Address: 15875 SW 72nd Date Made: 1-05-89 1-06-89 Type of Specimen: 6 x 12 concrete cylinder Date Rec ' d. 3000 psi 3/4" max. sized aggregate _ :,ack mix Additives: 1% CC — - - Source: Ross Island Sand and Gravel Condition of Storage; ASTM Ticket No . : A182677 Air Tem, _ 42° Time: 7: 40 Cu. Yards: 9/9 Load No . . 1 Conc. Temp. : 700 — Weather: Cloudy % Air: Location of Pour : Slab on grade 2 far west end bays #216 fest Weight Max . Lead - lbs , Age _Date Mark Pounds Load er sg_ i.n . �w erase _ Tested - 1-12-89 29. 0 3.170 7 days_-- _ 3240 3205 7 days 1-12-89 29 . 0 - -- 28 days 2-02-89 28 days 2-02-89 -- — -" 2cc: H.L. Green HWF.ST TESTING LABORATOPtF� , IN7. lcc: Supplier lcc: City of Tiaard ---- Dennis Cody , Super� _sorf Field Operations i,. s r Poo E F M�NDI Ff ��GIA f�0 ICU t4ltj L �- JAN 1 10 Ii II By DATE MACKENZIE ENGINEERING INCORPORATE[' JOB NO STRUCTURAL, CIVIL, TRAFFIC SHT _ -�F�_-- 300 120TH AVCNUE NORTHEAST•BUILDING 3.SUITE 233Rill AUCKENZIE ENOINEERINO INCORWRATED BELLEuUE.WASHINGTON 98005•(208)451 1410•fan(208)646 9629 cl �p�,ALL RIGHTS RESERVED .��p� wI�,ID. - ��►� wIN� �PEE� �M� ZC�z�ILO A, _L' I. � v�tvJA�p � MVdQ1IG� TGTd(� 1' 1,0 N(ef, W(mpfo , G� i1 Fp�Tu� o 0 , loll 9 11 x 1,0 INwA�� P o ,a 12 x ouf Opp - � ry ���►EG7tn j��rf M�1�ao By I' OATE MACKENZIE ENGINEERING INCORPORATED 5NT._ �I OF 0490 S W HANCROFT STREET PORTLAND.OREGON 07201 ISO )224-OSW �Mph���gEgNTS'RESER E9 CpR►OMTED Ir = °_ ! 0 101 I t b _q � 9M S ' D4'� lop _ r--LI • • __. s J 4 c ID � DATE JL MACKENZIE ENGINEERING INCORP^RATED JOB NO. LSTRUCTURAL,CIVIL, TRAFFIC SHT. _A--OFF___ 300 120TH AVENUE NORTHEAST•BUILDING 3 :;UITE 233 BELLEVUE,WASHINGTON 98005-1206)451 14,10•Fax(2061 646 9929 0D MACK ENZIE ENGINEERING INcoR�,,.0!EO 19M.ALL RIGHTS RESERVED =IWIWI 04 ------------------- 1Iwo e BY-- DATE MACKENZIE ENGINEERING INCORPORATED JOB 140, STRUCTURAL, CIVIL, TRAFFIC SHT OF _ 300 I,2pTH AVENUE NORTHEAST•SUILDING3 SUITE 233 —" BELLEVUE.WASHINGTON 98005•(2081451 1430•Fax(208)648 9829 C MACKENZIE ENGINEERING ININ=OR ORATED Im,ALL RIGHTS RESERVED W, r w MFop P7/4 V � � cr/�Qkl (Moo � --- -- 17 � iii � A Ci.��� 4 17 ZVI NOT BY DA1 E n _ - JOB N('. o —_ - gHT i---OF MACKENZIE ENGINEERING INCORPORATED r)Mp�K�LL RE4H 91 RESER ED�,DRppP.AlED P OOBOx 9039 PORTLAND.OREGON 97,D SOFA OREGON �285�,2��956tl J � n ; aoarrlN u q Pay —��) ly Ib 0)1 o�b 1'.0 woo v I.q R�ROoPIN� �U�Ow 'ws u�11o�i 311111 TH 16K 012 M�� MI;GN t Ct�& 1.0 x i . PyF X4 A No, cy , 20 0 iPail fu '- Pail x) 4 1(� �1�ti�.8 )� �� �g ( ►��o) i.l�i�b I X00 f� j R� [�E D006r F IF � POP 2�� ll 'z,d) ►,F� l,�y z 1 f'71 Ll ��p f'�I BY DATE JOB NO _ oil MACKENZIE ENGINEERING INCORPORATED SHT __OF 0690 S.W BANCROFT STREET POPTLAND,OREGON 97201(503)224.9560 MACKENZIE ENGINEERING INCU' cD 1Yl6,AlL RIGHTS RESERVED ~_ P.�ld�_�.v���I� VAI �P�IP_11 NU �SOW► I lob M� w = Qui- ►2(�,�� z2�g � �l cox Wi 6� TO q� 1� By_ — DATEL �J��.L{� �, L �J — — MACKENZIE ENGINEERING INCORPORATED J09 NO.'YJ;� STRUCTURAL, CIVIL, TRAFFIC SHT OF 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 AIA.;Kf.NIIE ENGINflRiNO INCORKJRATED BELLEvUE.WASHINGTON 98005•(2081 451 U30•Fox 120618A6 9629 © tile.ALL RIGHTS RESERVED IAO, -3, 13,sG ,v ✓ z z S"1 e 2813 �93� aw x A x� Ly t� L �►/ G� ��o�G vr� 'r o,yT�SOW V oo oc 57g7 x I S� Q J7 ,p �fljr _ - - BY l DATE.' - ,_ ------ --- -� JOB N0. Z- MACKENZIE ENGINEERING INCORPORATED Fj 0890 S.W BANCROFT STREET PORTLAND.OREGON 97201(5031 224.9580 m__ ��� M�ALL AjQH 91 RESERVED CORPORAtED �Io ��If�l►�G �NQW W6� 400 V ��' "W �lti Pit` _ X12 ����L ►� . - +� � �gx I g 21w �o > V- ��� •- _J12 C2� - �> �� � r '� r 110� Wo To 00 01 51 OrTlRlep BY - � L�-- [ATE JOB NO. MACKENZIE ENGINEERING INCORPORATED SHT i/ OF_ STRUCTURAL, CIVIL, TRAFFIC 700 12oft+AVENUE NORTHEAST•BUILDING 3.$UII F.23Jof MACKENZIE ENGINEERING INLX�RPORATED AEl lE'rUE,WASHINGTON 98005•(208)451-1430•Fag(296)948.9629 Ips,All PVONTR RflERVED� 14 MAS VVWA( 10 2No 1041'4) 11-2 By KA D.F, � �►ZE DATE r�-- MACKENZIE ENGINEERING INCORPORATED J09 NO STRUCTURAL, CIVIL, TRAFFIC SMT � of 300 120TH AVFNUE NORTHEAST•BUILDING 3,SUITE 233 ���MACKENZIE ENGINEERING INCORPORATED _.___ BELLEVUE.WASHINGTON 98005•(206)451 1430•Fax(206)848.9829 im ALL RIGHTS RESERVED JLAx�- s I � i � 441 IL J�1 vJ a s '1,1 0 ,�GI - ---------- By--- DATE_ JOB NO. MACKENZIE ENGINEERING INCORPORATED SHT OF -.-- STRUCTURAL, CIVIL, TRAFFIC ��MACKEN2IE FNGINEERING INCORP4RATEU 300120TH VENUE NORTHEAST•BUILDING{3.SUITE 233 1WALL g10MTS RE3ERVE0 _ HELLEVUE.WASHINGTON 99005.1'-061 451 1430•Fa+11091eed'9829 � 1 lug mANKA-MRA d �Zlo (60) ')7 I � _. N1 a� __�►_�E ._ - I'�o�1 p Tot- hd = x•42 w �•1 g call a — �, �(ol��� o. cah �-PD► = wo DATE -- ING INCORPORATED MACKENZiE ENGINEEh JOB NO. - STRUCTURAL, COOL, TRAFFIC SHT itl�__of — 304 120TH AVENUE.NORTHEAST•BUILDING 3.SUITE c21 MAGKEN7.IE ENOINEERINO INCORPORATED BELLEVtJE,W4 WASHINGTON 98W5•(208)X51 1 30•Fa>(20A 48 9629 IYls All RI(iNTS RESERVED 2.� � 1.21 ti fa•1 �� 0 Q r, c:� ?•y' I� Fob µ f4 AP t �Ih + C 10 l 2,7 1 - �D1 I l0 (b _ 010 0/1 1�I% �1o�Q� c�,1(�,I) � 112 ? ,I����.�._�I(•,i�. �. �� Voo ------------ By DATEJ' JOB NO. --- -1 MACKENZIE ENGINEERING INCORPORATED SHT f&LOF �1 I STRUCTURAL, CIVIL, TRAFFIC U I 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 MACKENZIE eN41NEENING INCONPOMTf.D U 6'ILEVUE.WAS 98005•(2061411 1430•Fax(2081648-9829 SE tom.Au nIGHTS RERVED GL�f G _933 / A' p �,e l''fG �•J, � �- � � !L z 21 .d � n s O•BS 3�3 �, ��---moi- J�x�4s�a, G.•--�-�,-1.�x,.�1 o,>z _ ...__ - FDP'TE VAO - T 1e d ��= I'll o ) Q i1,5 v � � —' MTE ---- JOB NO.. MACKENZIE ENGINEERING INCORPORATED SNI ( fJ'I -of Nil 0890 S W BANCROFT STREET PORTLAND OREGON 97201(!A)3)224'9880 r t4ACKENZIE ENGINEERING INCORPORATED 1985.ALL RtGNT9-IEBERVED aN v 4or-,r Lo All 116 ----- OATS JOB NO. {�rw MACKENZIE ENGINEERING INCORPORATED SHT (`J 0�— Or —'- STRUCTURAL, CIVIL, TRAFFIC r'- MACNENFIE ENOIHE':R{NU IN(',ORPORAT ED 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 2?3 ip�AlL RIOMT9 RESERVED BELLEVIJE `NASHINGT()N96005.12061151 1430•Fe><120616469629 `.Y/!! LseF ✓SSL a p I Z7 ,�Gf wL 40T) 7L zzr o ar1 •�)��o =- z � ,r_' v; �___----._ By DAT JOB NO -- MACKENZIE ENGINEERING INCORPORATED SHT 1LJy OF M90 S W BANCROFT STREET PORTLAND OREGON 91201 15031 224.9580 fAACKEN>!16 ALL.ZRIOHTS RESER ED C.OPPORAtED , quo AFP, VjG'1 cpE I� ;uP� ��IEP�- • � � �� /� P q (o II -----_-- -- ---.—_ - JOB NO ��1 MACKENZIE ENGINEERING INCORPORATED SNT I OF - 06gn S tiv BANCROFT STREET PORTLAND.OREGON 97201(50.11224-9560 MACKENZIE ENGINEERIN(l INCOFlPORAtED L' I ALL RIONTS RESERVED lon*t�, 10 q��R _�� � r�al � 44lopDfA � 4XIO poi ti��E U�P�I No, MIS, �,l s�Pl, w( ��I�SING�;'!IOv1 , q� PO R. �A&12 G 0/4 910 V .e. 110Vr V C 1 goof ............................... �E 9Y —-- MAT _ 08 NO. r MACKENZIE ENGINEERING INCORPORATED SHT � UF_ 0890 S.W.BANCROFT STREET PORTLAND.OPFUON 9720'(-s 11 224 X560 MACKENZIE ENOiNFEMNO INCORi'()RATfD IVS.ALL RIONTS RESERVED 1�7�h1E;� �. 111.1 MAX Mo 40+ F, F% I I GoM P ��- (ad r I � i I ay GATE -- MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL, CIVIL, TRAFFIC SHT OF _- 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 BELLEVUE.WASHINGTON 48005-1206)451 1430-Fax(206)646.9629K"ZIE ENGiNEERtno IHCORtspRATED tYM,ARtOHT5 RESER. i 10rl a P f� �►Ain-APNOP 72, W T F_ _ — JOB NO. - (- MACKEN?IE ENGINEERING INCORPORATED SHT . OF _ STRUCTURAL, CIVIL, TRAFFIC 300 120TH AVL•NUE NORTHEAST•BUILDING 3.SW E 233 ©MACKENIIE ENOINEEPINO RiCORPORATEO L __ BELLEVUE.WASHINGTON 98005•(208).151 1430•Fax(206)646 1"g,ALL R10NT RESERVED w o, ( �WTION FP ml $4� i� JLm �fp -WJNV - 6T WRp . ��bio( GN�NN�i, �4•.�C�) ���. fi �.�(c�1 � � � -- ��2 ��I '� h NDN E � h _� _-1�1----- -- ------ BY_ 1 DATE Ile2 v vyyv 'all�b_ MACKENZIE ENGINEERING INCORPORATED JOB No _'L',Ck_ STRUCTURAL, CIVIL, TRAFFIC SHT _ OF_ 300 120.H AVENUE NORTHEAST•BUILDING 3,SUITE 233 — BEL LEVUE.WASHINGTOt 198005•(206)451 1430•Fax(2(k3)6489829MACKENZIE ENGINEERING!NCORPORATED LYES,ALL RIGHTS RE5ERVED M OTO q i ,�00 I�`- I /7 �.�k Tow 410 0 oob W 1�ToI'A � — 0. (D w� X11�o1�r, — r;;,� a► Fop e4 FPO r i BY I � _ nATE r MACKENZIE ENGINEERING INCORPORATED JOU NO. STRUCTURAL, CIVIL, TRAFFIC SHT I LA—OF I 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE'"3 L _ BELLEVUE,WASHINGTON 98005•(208)451 14.10.Fax(toe)848 9829 MACKENZIE ENGINEERING INCORPORA,E7 loft ALL RIGHTS RESERVED 1 PI I AL (I�.ca � D�'l1 ( I�l,�►h s �/�.�j�` ��:a 0 X= �.�' —1,(0(,' 11-�,1 oil By �� w�g��fijr� USG M� �� x`�� •� DATE - JOB NO. MACKENZIE ENGINEERING INCORPORATED /V�►/'/ STRUCTURAL, CIVIL, TRAFFIC SHT - ---OF- 300 120TH AVENUE NORTHEAST-RUILDING3.SUITE 233 MACKEMZIF.[140WEEMNO IHC0RP0MTEO BELLEVUE,WASHINGTON 98005.1206)451 1436•FaA(206)646 9629 1�l.ALL g1OHTS RE9F.RVEO MAR a P 4 li-) No liX ow 0.;7(11 11 . c� w 0, W/ / C J�NNE� G���o�TiNu _blq o�� _Gpiv_�_ r . 01, �4 w u 1 -- By . J DLL---- DATE __-----'_"`--- JOB NO. ' MACKENZIE ENGINEERING INCORPORATED flHT OF -- �i STRUCTURAL, CIVIL.TRAFFIC ITE 233r)MIACKEN7..tE`EN61N�EERtNGIMCORP(7RATED I300 1201H AVENUE NN 10N 98005.BUILDING06151 i�3pU Fo(20R)646 9829 tom.�Ll R10H TS RESERVED BELLEVUE wASH G _ I II 1 _ . � p o� G��• ��v1�� To fFc� of o� MWANKALBRA VA I � G G QF �.y Q By (2A ot DATE JOB NO. MACKENZIE ENGINEERING INCoRQCRATED SHT _ML--OF STRUCTURAL,CIVIL,TRAFFIC �MACKEN7JE Et1D�NEERIN0INC!)RPOAAtED �m 10TH AVENUE NORTHEAST•BUILDI 1 1430,SUITE 233 '00 ALI RIDHTS RESERVED y���FvUE.waSHWGTON9f�p5•f2061 5 ._._.-.-------- — 610 f/l Iwo �j00 21�' - - so o 0 � 2 2 mo d = D. 7/'��i kA 4 By I DATE r MACKENZIE ENGINEERING INCORPORATED JOS NO._ir STRUCTURAL, CIVIL, TRAFFIC SHT _tu__OF_ 300 120TH AVENUE NORTHEAST•BUILDING 3.SUItE 273 BELLB111F vWHINGTC)N 98005•(208)451 1430-Fa-(20604039629 MACKENYIE P.#D)NEERIND 1Nl�RPORATETI ign.AALL RID HTD RESERVED lw - — rl�Ec� 0, 8 4 a ��� F iia C 7o 74 .... Cha- KV W Ile, Olin BY LA I PATE__ JOB NO, MACKENZIE ENGINEERING INCORPORATED SHT._Kj—OF----- STRUCTURAL, CIVIL,TRAFFIC ,M 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 MACKENZIE ENOINEERINO INCpRPOM?ED BELLEVUE,WASHINGTON 98005•(208)4511430-Fax(20Ni)646-9629 19E9,At'-RIGHTS RESERVED �OkAs -- �C� �I m,�X �� D FT Fr Tey c �� � �ti t� rYP, c ��►Ir►��� o� �����. YIN —00i4l, � h 4A) _ t= 2 8 DATE MACKENZIE 'ENGINEERING INCORPORATED JOBNO.M�In��G_— lSTRUCTURAL, CIVIL, TRAFFIC SHT.--MIL OP 300 120TH AVENUE NOPTHFA;' •BUILDING 1.SUITE 233 LJ BFLLE rUF wASHiNGTON oP:,,j5•)206)45I 430-Fa„(206)646 9629 MACKENUE ENGINEERING INWAPOMTEO tYm,ALL RIGHTS RESERVED SEI MPI leo � � r�qv (o. q FT w'1 I u li 11'�' (o,� I,�3 665 5 y OATEL ^-- _— — --- — JOB NO 1�K-- MACK.:NZIE ENGINEZRING INCORPORATED fHTM OF- (1890 S.W 13ANCROFT STREFT PORTLAND,OREGON 97201 150)224.9.00 11 � _... P 0 BOX 09039 PORTLAND,OREGON 41201 FAX 15091228 1285 MACKENZIE.ENGINEERING IN(71RPORAtED t98s,AlL RIGHTS RE5 RVIII �iPy 4 O � es-- s b _ �� A4 By-- — DATE JOB NO. MACKENZIE ENGINEERING iNCORPORATED f STRUCTURAL, CIVIL, TRAFFIC SHT -L1 — -of 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233 E�l ENZIE ENGINFERINO INCORPORATED Ffl BELLEVUE.WASHINGTON 98005•!2081451 1430•Far 1208184®-9829 I RIGHTS RESEFVED yr d F r •=p�. .r.., ,. .t. c' • .,, ..JKIr' n ,r, v ,p r .•It, f '.s YAM" ','R 1Yj,fi. ,R, ,\. r• r,� '4, " . r r r i' .,' .X ,••^!•. 4r •, '"�, ti ., ••'T� f ,'7r,,,•, I' x `Yp,r, � •^ dr^.,b t�� •a v. a .t,f.'F '� r� J �1A..� R fi^r 4y ddyy � "t,111 P �• y r�Ytt k�'~ rr I, t: tj � Y.41 a Ic• '1 f' %F• W F .� o$'• �.•. �« bt y7R'; b . y� 14 u 1! t' 1 Y1 (' p.i } .m,:, t.. y � rK 1 t.' .7' •, •A J'Y' M.P. I�+. Ji tiIJ« y� :�" � K � '1 V�'. ,r � dC. f \A i , I •�f I il • ,• ,1 '1^ f 1' 't},' aatf ... .T �Ll , ,,, T. �'�• T '�. . u'F ',;; , r at , Y' ,j 'r i . ' q i 1n ( '� F. . 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F d II c I I .-t i .. - . i �, t r t . - .. - - - - -�•w.�,•-•- i -;r a p. ;.,t, .. ,r , � ."�h : ']'�_ -_ ,. .- 4+ h. .t. �c .. •wa.•.+�►---,-,...."•.,..+... -.... i.4+ -- - -------_--_'---- ---- -.-..__�._�.._..�...._- _._ ...-�- - - -'--- -•"-----'-- --_•..._ ._.......__-._---—_._....- - -� �,I� y, a...`` Jam, ,«.z !' . " 1. 'r, j 4 t a+ „ " M ,r ,;^ Y ',f>,�1. .) •' 4 . •, J, .,. / ' - r i r• ! +, - •,.. , ,. .r :V ,, 114 iil{ lkl ly S:. ajjjilji��^ ..,. .,; t yr. I •ix t- , ,.. • !;y L, r„ 'y+',�fJ t'�.X. �. lI x^t, h. � - , .-; C -ti„ I •fix, ,,pdi; V11 pyo �'�K(p''� �p�IvE dol• k,T fig _ 2g �aaf1� � r ��tio�l = tip w Irl' lu FT. h to oG� 9y__LJL Wil• t - •_�---- DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. ` �-- STRUCTURAL. CIVIL, TRAFFIC SHT _4C.�_�of 1 BELLE(VUE AWASH NG ON 9RC05•(20614D51 1430 430UFax 1208)8/8 9629 1M.ALL RIONT811RESERVED��ArEI Y axis I opb n- 15 ----y Axial load, kips: P - 26 --I TS 5 x S x . 1875 Yield stress, ksi $ Fy I ___1_-- Duration of load factor = 1 1 ----------------- 100 overstress, % /100 - .01 I i t Klx/rx - 81. 18 I I Kly/ry = 81. 16 MAXimum DEPTH, .nches: d - 5 X I I I I Fa MINimum DEPTH, inches$ d = 5 IdI - --I-----I-- 17.88 ksi MAXimum WIDTH, inches: b axist I I Fbx 2/.60 ksi MINimum WIDTH, inchest o - 'S 1 1 I i 1 .. Fby - 30.67 ksi 1 ----I ------ X-AXIS ----fts -----b- fa . 7.95 ksi 13.2 fbx - 6.49 ksi Effective length, ftt Klx 11.97 fby - 000 ksi Unbraced flange, ft' lu - 13.2 .N/ft Curvature coefficient$ Cmx = 1 ------------------- ---- Applied Moment, k-ftt Mx - 2.9 ASIC (1.6-1a) : --fa-_ t>.44 Fa Y-AXIS -- Cmx fbx------ - 0.36 Effective length, ft: Kly - 13.2 Fbx Effect - 13.2 CurVatLlf a coefficients Cmy _Cmy fby------ - 0.0o Applied Moment, k-ftt My = 0 ( 1 - fa/F ,eY) Fby 0.81 Print, Revise,, re-8tr►rt (P/R/S) ? BY ��` DATE JOB NO�•_ - MACKENZIE ENGINEERING INCORPORATED SHT ..LC F---OF--- STRUCTURAL, CIVIL, TRAFFIC MAC�F.N2�E FNOINEEFINO iNCORPo TFO 300 120TH AVENUE NORTHEAST•BUILDINti 3 SUITE 233 I� ALL pIUHT3 RE4ERVE0 Mjfl BEL LEVUE.WASHINGTON 98005.12091 451 1430•fey 12061949 9629 IL- to MAX 1 P pE0 f A M PTf IPI, = ��� �� x �m Ky► It 40 --I--��;------------------}-��-I--- -------hob---=-�'i-=-��o-�' U y g lo� X By , •LNC DATE JOB NO. ✓� IMACKENZIE ENUINEERING INCORPORATED 0690 S W BANCROFT STREET PORTLAND.OREGON 07201;603)224-9S60 SN T. _OF A KE ENDE[Np111UP 04COWKMATED ('�' �o0 �o NEW Roo s; �� ('�ppc��l pa�u� uN�Pi�p �EN�TH = I°I•� rr F�dM �T l EPltlON a ��h. •1 Fq -k° BY - �- --- DATE.-1-QA--5 1— MACKENZIE ENGINEERING INCORPORATED loeNo � .-- STRI ICTURAL, CIVIL, TRAFFIC SHT --- 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 HACKEN2IE EHOIK«<:..J INl ORPORATED BELLEvUE,WASHINGTON 98005•(209)451 1430'Fax(20G)046 ® 1M!ALL AnHTS RESERVED r cG j ex Fav- sad GM¢ 1 '0 By �N _ OP2 — — DATE._ — MACKENZIE ENGINEERING INCORPORATES JOB No ���Qz�'!� -.�_ STRUCTURAL,CIVIL, TRAPF"IC SHT —�60 of 300 120TH AVENUE NORTHEAST•BUILDING 3,SUITE 233ME MACKENZIE ENGINEERING 111Cpi PORATEO BEILEVUF WASHINGTON?8005.12081 X51 1130•Fex 120818 89829 IM,ALL RK)H TS RESERVES a �s Axial load , kips: P = 41 . 5 y axis I o8P 15 -------------- = ---'-- yield stress, ksi : Fy 46 -----' ----- , TS 6 „ 6 ,. . 1875 = 1 _----___________ Duration of load factor i t •`�1 I -•----- Allowed overstress, % / 100 k:lx/r:c = /6' `'4 MAXimum DEPTH, inches: d = 6 I ; 99. 1 ' d = 6 X ; I K.1y/ry _ Mll�limum DEPTH, inches: - �- Fa = 14. 56 Visi MAXimum WIDTH, inches: b = 6 a,-,' ; 1 _ MINimum WIDTH,Fb>; 27. 6C) k:si Fby = 27.60 ksi ' --- -- �-' 9 ------ X-AXIS ---- --- ---- b fa = . 7 <<si 1 .97 4�.si Effective length , ft° LxX = 15 fb" _ Unbraced flange, ft: fby = i�, ()C) ksi N/ft = 14•5 --_______-- Curvature coefficient: Cmx _------___---_____--•----_a 0. 67 Applied Moment , k- ' ASID ( 1 .6-1a) : __fa__ Fa a-- Fa ------ Y-AXIS ------- _ i�. 11 ft: F=.ly = 19. 5 _ _Cm:: fbx____-- = Effective length , - li - far'F 'ex ) Fbx Curvature coefficient: CmY MY _ 1' i Applied moment , );-f t Cmy fby------- _ (r/R,'S) - ( 1 - fa/F ' ey) Fby Print , Revise, re-Start 6011 Jai L��- 1 h � > _ tD g1rh4 �N 44 t u�a_ vvf � — _- t � M� P . p�*E -_- Joe too. O R PO R AT ED of _-.------_ INC SHT. NGMEERITRG�,c �MACKIHISE EN�t►IEERItW t�RPOa� MACKENZIE E CIVIL. �p�,ALLRIDHigRE9ERVE0 STSUCTURAL, V'(2 6)646,0629 1AVENUE rvO����aEAST.BUt�ptNG 3.SUITE 233 �L�V" BELI.EyUE.WASNtNGi0N9B00S°(2081455 X43 Y axis 1 perimeter col Axial load, kips: P - 13 --- I----- --------------------- I i TS 6 x 6 x . 1875 Yield stress, ksi : Fy = 46 t 1 I i 1 ---------------- Duration of load factor = 1 I t I I I Klx/rx = 76.24 Allowed overstress, % /100 - .01 X 1 1 I 11 Kly/ry - 50.83 MAXimum DCPTH, inches: d = 6 --I-----I-- 1dl MINimum DEI•,TH, inches: d = 6 axist I I 1 Fa - 18.72 ksi MAXimum WICTFI, inches: b = 6 I t I f l Fbx = 27.60 ksi MINimum WIDTH, inches: h = 6 Fby = 27.60 ksi I---- -----I b fa - 3.04 k s i ------ X-AXIS fbx -AXISfbx - 19.66 ksi Effective length, ft: Klx = 15 t - 14.53 fby - 0.00 ksi Unbraced flange. ft: lu - 15 -------------------------------------- Curvature coefficient: Cmx = 1 ASIC (1.6-1a) : __fa-_ = 0. 16 Applied Moment , k-ft: Mx - 13 Fa ------Cmx fbx___ __ = 0.81 ------ Y-•AXIS ------- (1 - fa/F'ex> Fbx Effective length, ft: Kly - 10 Curvature coefficient: Cmy - 1 ______Cmy fby....... = 0.00 Applied Moment, k-ft: My = 0 (1 - fa/F'ey) Fby ----- 0.97 Print , Revise, re-Start (P/R/S) 7 Y axis I perimeter col Axial load, kips: P - 21 ----- --------------------- TS 6 x 6 x . 1675 Yield stress, ksi : Fy - 46 I 1 ► rt I ---------------------- Duration of load factor = 1 I I t 1 1 Klx/rx - 76.24 Allowed overstress, % /100 = .01 X I I I I I Kly/ry = 50.83 MAXimum DEPTH, inches: d - 6 -i ---t-- Idl MINimum .DEPTH, inches d - 6 axisl I I I Fa = 18.72 ksi MAXimum WIDTH, inches: b - 6 I I I I I Fbx - 27.60 ksi MINimum WIDTH, inches: b - 6 I I-------I I Fby - 27.60 ksi I----- -----I b fa - 4.92 ksi ------ v-AXIS ------- Ebx - 11. 19 ksi Effective length, ft: Klx - 15 N/ft - 14.53 fby - 0.00 ksi Unbraced flange, ft: lu - 15 -------- '---'-------'------- --- Curvature coefficient: Cmx - I. ASIC (1.6-1a,) : --fa = 0.26 Applied Moment, Ic-ft: Mx - 7.4 Fa ------Cmx fbx___ 0.50 ------ Y-AXIS ( 1 - fa/F'ex) Fbx Effective length, ft: Kly - 10 Curvature coefficient: Cmy - 1 _______Cmy fby____,__ = 0.00 Appl i ec Moment, k-f t: My - 0 i ( 1 - fa/F 'ey) Fby ----- 0.76 Print , Revise, re-Start (P/R/S) ? DATE - MACKENZIE ENGINEERING INCORPORATED JOB NO. STRUCTURAL, CIVIL, TRAFFIC SHT lk-of 300 120TH AVENUE Nl)RTHFAST-BUILDING 3.SUITE 233 BELLE VUE.WASHINGI nN 98005-(206)451 1430-Fax(206)6469629 MACKENZIE F14GINEERING INCORPORATED ION,ALL RIGHTS RESERVED M art- COL,, Y axis : r Axial load, kips: P m 6 TS 6 x 3 x . 1875 Yield stress, ksi : Fy - 46 ' -- -- Duration of load factor m 1 { ( 89 Allowed overstress, % /100 m .01 Klx/rx s 84. X { I ( Kly/ry a 109.39 MAXimum DEPTH, inches: d 4 6 -----I-- MINimum DEPTH, inches: d . 6 --; Id : axis: I I I Fa a 12.48 ksi MAXimum WIDTH, inches: b 3 I I Fbx r 27.60 ksi MINimum WIDTH, inches: b m 3 I ----' : Fby, m 27. 60 ksi I- ----b-----' f P1 - 1.81 ksiX-AXIS -------- --•---- fbx - 6.37 ksi Efferctive length, it: Klx l4. r ,I/ft 10.7 fby - 0.00 ksi Unbraced flange, ft: lu - 14.7 Curvature coefficient: Cmx = 1 ASIC (1.6-1a) : --fa-- 0. 15 Applied Moment, k-fts Mx s 2.33 Fd __ _ _Cmx fbx-__•_-- m 0.25 Y-AXIS ------- (1 _- fa/F'ex) Fbx F' fective length, ft: Kly s 11 ,rvature coefficients Cmy m 1 __Cmy fby------ = 0.00 �dplied Moment, k.-fts MY • 0 fa/F'ty) Fby -'---- 0.40 Print, Revise, re-Start (P/R/S) 7 By PATE -- --- -- JOB NO. MACKENZIE ENGINEERING INCORPORATED STRUCTURAL, CIVIL, TRAFFIC SNT --oF --- 300 120TH AVENUE NORTHEAST•BUILDING 3.SUITE 233 n MACKENZIE F"GINEERING INrOR{hRATk BELLEVUF WASHINGTON 98005.(206)451 1430•Fax(206)646 9629 tp� ',LL RIGHTS A"ERVEO MW b = �1Qdd Ike - 1,90 FO; � I � o FD Tip i BY ` 1 DATE - J08 NO �0�- MACKENZIE ENGINEERING INCORPORATED 0690 S W BANCROFT STREET PORTLAND.OREGON 91201(603)2211.9600 SNT � _OF P 0 BOX 69039 PORTLAND,OREOON 91201 FAA)903)228.1266 I SFJ M � tSERI CORP7MSEUACAgbM9EED a.r a IoM Foal Ny ���u� — — — — FRO lob TiIt � �V00T(� o N� �Qo � � e� - -- - _.. BY -_---- DATE -- JOB NO � -- r a rMACKENT.IE ENGINEERING INCORPORATED SMTOF OBOX 69079 PORTLAND.OREGON 97201OFAX O(5079228-1185��22�•� P O . ' -_- IM AL1LZRIGH S RESERVED INCORPORATE -1- 10 mkx _ 000,til m ��Ji 0 ► i MOT - 1� 000 ((P) WI 06ok r. �j BY / — DATE G — JOB NO _ RT-JIILI MACKENZIE ENGINEERING INCORPORATEDSTRUCTURAL, CIVIL, TRAFFICBHT.— _OF ',C`0 120TH AVENUE NORTHEAST•BUIIDINti 3,SUITE z93 ACENUINEERINO INCORPOMTED BELLEVUE.WASHINGTOI4 98005.12081451 1430•Fax(2061646 9829 la�All RIONTB RESERVED d , pow (�oo� I � I aiC�11H - Wf�( i By � LN��- — DATF MACKENZIE ENGINEERING INCORPORATED JOB NO1 STRUCTURAL, CIVIL, TRAFFICsHT _-_ _ or, -- — 300 120TH AVENUE NORTHEAST•BUILDING 3.SUIT[233 MnCKENZIE ENGINEEIINU INCORPOMiED BELLEVUE.WASHINGTON 98705.12081451 1430•Fax(206)646 9629 190 ALL RIGHTS RESERVEU�LL RIGHTS RESERVEI � a INf��IaP� ga�P��rs 1100 0) - 1140 )-1140 Ib�. 30 ok �000/1�0 4�00 �/� 1I �Qv !� POL ",NSF P��ew o By DATE G JOB NO. �� — MACKENZIE ENGINEERING NCORPORATEU CHT �nV OF -- SFRUCTURAL, CIVIL, TRAFFIC I 300 120TH AVENUE NOR THE AST•BUit DING 3.SUITE 23' MAG cENDE ENOINEEPINO IN(ORPONATED BELLEVUE.WASHINGTON 96005•12061 451 1'130'F&(208)646-9629 tp� �LL gIpHTS gE4ER�ED I NTfi JW H t0JT voo��� �NCHOPI I -- l4x By f i I I DATE . � L _ JOB NO. v MACKENZIE ENGINEERING INCORPORATED SHT _OF-. STRUCTURAL. CIVIL, TRAFFIC J 300 120TH AVENUE NORTHEAS'•BUILD'NG 3 SUITE 233 Q AUCKENZIE ENOINEERIN6 IHCOq�RI TEU BELLEVUE.WASHIN(ITON 98005•(206145, 1430•Fee(206)646 8829 �tYee,ALl RfOHTe AE9ERVED MIR MRL�WWA-m-RALMRALMR&IIIIIIIIIIIIIIII lug j " II W/ Vie Ww.. o* oil i v OI� - -- ------ - BrLC'.- DATE MACKENZIE ENGINEERING INCORPORATED JOBNO. STRUCTURAL, CIVIL, TRAFFIC 300 120TH AVENUE NORTHEAST•BJILDtNG 3,SUITE 233 BELLEVUE,WASHINGTON 98005.1208)451 1430-Fax(206)6469629 NAI:NFNLIE ENGINEEPtLo INcORroRATEo 19�.ALL RIGHTS RESERVED 00 �{s�A0� Jq �V = (I hoo 2 0000 40 i IOU I ---- ---- - JOB Ntic MACKENZIE ENGINEERING INCORPORATED SHT_ L)F 0890 S W BANCROFT STREET PORTLAND OREGON 01201 I13091 224`9580 MACKENZIE ENJINcEPiNO iNGORPORAiEO 100,AI L RIGHTS RESI!RVED Q -- 'I- i e .1 yv7 yAGo�.✓.✓ � G pre<��'/P�,el�.✓ r- �Ur �7v ✓s , 37s-x I ,c1, Y. �qs „✓ f � l.o ✓ = e, en.7V✓ r:: '7< lle)7 x �8 17 7 Nf� By DATE jOB NO MACKENZIE ENGINEERING INCORPaRATED SMT �Y OF J 0990 S W BANCROFT STREET PORTLAND OREGON 97201(503)224-9560 MACNENZIE ENGINEERING INCORPORATED NIGHTS RESERVED S-sr Z�� I• ?�xlxz yq �SB ` -� � 7x J �Jy x ) 13 oGF Z oSB�s 13.yq 13,�,�K Jl-a� F,�11' f../�1GL I4 ?>r/ojv r s )a! ^Lf LToo ��,✓> �� �✓�� ,✓BGG � 3•J',e,( I���,,S�Z3o `L` �3�� M;^�� 'l G s'OroS By DATE_ i o_. l,� �✓-� ---------- _ ------�.�`��_.�_ JOB NO 2 P3 S3 Z MACKENZIE ENGINEERING INCORPORATED $HT —L OF 0090 S w 13ANCROFT STREET POATUND.OREGON 97201(503)224-9560 J U MACKENIIE ENLi1NEERINO INGOROY)RAfEO IN&ALL RIGHTS RESERVED IN r JOULARMEELARAURM 6r v✓� s 1 Z x 1 7SY/lrn C x o z st1' P6L i By s�z7s — �on� � I is PLS ,��,�. .✓.�i<i,.i/✓ �� �• '�• / /ADD f i�f1�,✓ f��l 3� DATE_10__�P �✓ Z?L✓'S3 Z — ---'-- JOB NO -- MACKENZIE ENGINEERING INCORPORATED SHT _ OF p,go g W BANCROFT STREET PORTLAND.OREGON 97201(503)22� 95N0 MACKEN7JE ENGINEERING INCORPORATED IYE!ALL RIGHTS VFSENVED CITY OF TIGA RD November 3, 1988 OREGON David L. Williams Mackenzie/Saito & Assoc+ates, P.C. 0690 SW Bancroft Street Portland, OR 97201 Project: O,D.P. III Bldg. 215, BP882176 15875 SW 72nd Ave. Dear Dave: Plans for this project, comprising the structural shell, have been reviewed for conformity with applicable codes, and are approved. Should any changes be made to the plans, please provide us three copies of the change details or. calculations. Please provide, when available, copies of the detaiis or specifications for the following items. 1. Roof trusses 2. Fire-resistive roof system 3. Plumbing 4. Mechanical systems 5. Automatic fire sprinkler systems if any of these items will. be installed only with tenant modifications, they may be submitted with those plans. If you have any questions, or if we may be of assistance, contact us at any time. Sincerely m Jaq Plans Fxaminer ef/7845D 13125SW Hall Blvd .PC) Box 23397 flgard,Oregon 97223 (5503)639-4171 --- -- D.Ull DING PERMIT NO. : BUIE1823.76 V/ c,TYOFTWARD CIrf OF �I� 1741--MIT'RD 4� COMMUNITY DEVELOPMENT DEPARTMENT OREGON J.ScAJED: 1.1./ 2/88 11,,5 S.W.Hall Blvd.,P.O Box 23391.Tigard Oregon 97223,(503)6351-4175 (1 . PMT .NO j ��w 12ND AVE. OR . 1 . 1. RLMINE'.!31-i PAPK 113'. (AX MAP/l..(')*T' P.%:l.j.2DC0)00 to 'sf.?9'000 SE"T BACK5 7 IF. : FT-4ON'T : REAR: OWEA.A.-UNIT5 : I-EF"T : PICHT : Worm Nr-w NO EXT .WALL CONST : *T*YPr-.:- TN0l-l!:)1*r-0!Al- NO SiAl'TW5, N:NP S) F.' ;1,41:4 W 11' TYPE' : T I IN F.'s"OT .UPEKNIN(35 Ot"C'Up , U, N;NP S -NP E., W (K."CAJ11") .L.OAD T(JTAI APKA /113 PET'? Y ES NO - STORTE15 : 2 I.ST: 291180 ROOF' (',',0N(5'1' : A F 1.121 1,1360 AREA 5E-PAP? NO 1:4AI ED: p 4.7 2ND: i5lill:"AP'? NO PA'VED: NO MID: EMSUM Mjjj:/7 NO .. ..ANTNE'? Y 1.-.-1: ALA1*-M'? NO G,A P A G,E FJPR K3441<1 IT? -5 FLAXIVI I.-OnEll: 150 F I-OW DE'rti:CT? NO (:0121+! HDCP .Aux s�' ? --- f+I .AN (A-1ECK U-11 hJ OF NO . h 0 A. 4 I—As'y' PETS 41ij 1503 00 0 F,ak(*.: V,E'.1:4 M 1 1, W PLAN N:'*VIF'.W N I. I i Ill,W 1:. 1. .7 1. $601 E Vj Li i-,t 3.A 11 97 V 0 11 -14E. DEA T ., I I I I T�tx (503 0 THEA ------------------ IA:.VFL('.3)MFNT UMAII(AIS C 0GIPLAV 760 . 00 N (;14rKV.:N kOCT 10N F)TNEET ) T R W V,.TI A H A ll(j ON 97POdl WfEl . i C T ( 503) 1,01,61 A'39 I J.5 0GdI AIII!ii NA11 ION NO I NO /133 This permit is issued subject to the regulations contained in Title 14 of the TMC. State of Oregon Specialty Codes, zoning regulation!, and all other applicable codes and ordinances. and it is hereby ,I Ara agreed that the work will be done in accordance with the plans and specifications and In compliance with all applicaLle codes and ordinances The issuance of this permit does not waive iestrictive I!l.,TNF M(M.s('JN1:2Y covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void if worI is not started within 180 days or if work is suspended or iinl* NA1.1—ING abandoned for a period of 180 days any 'ime after work liar, commenced it small be the responsibility of the permittee to assure all required inspections are requested and approved 13 0 A P 1'.) I C PermilteP igna ure Issued By SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE : - NO. CUM OF TIG RD oRtOON COMMUNITY DEV!iLOPMENT DEPARTMENT 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223.(503)6394175 FSM T' NO . (381903 7�.-�ND AVE. U 2 1.15 USA N1.Jf`1RF*-A 364*1'9 JOB AIMP'EK515 : 1,5875 qW DK : 'TAX MAP/L.OT 2SIA.20C600 SUID PA'41< li—AND UiE: it-, I (.)*I SIZE. : to P N w r.--.c."T*I(I N: 1.'i 1 WOPK CLASS USE'. 'TYPE: U'llxT-J.e(J file lapplic:akrityui ciin 0-lo? dAVLrt' 11-le ,.i 0 -se Tli-iel or 111'" T1 pe in J. la:i.1,e iii Awl?, "1111101.1r1j, plaid will. L)KA .1.41 1,11-11to Pei I C 3 COMMUNITY L) JOB Mi.) TAX L.A N 1: (j4j the isidiva sewar. I.- the 7C a atr,teerli 3 Tk.-Ie-k, �01 as c�m r,atc.,y 1.1:1C., I giverl , 010 qt% 1,1,10 lc—aa If no-t, t%0 10CIP-te(j , ti-litit iiistmller• at all dlr�(--Mtiurtts fr,(:)in (-he dist-a". 3.atti,er-iaJ faild Side Sieww"t.." t.1=! Agerict.4 IMPE—AVIOUS AFAE-A .rNSTALL. - TYPE: BILAILA)ING, SEWER TENAN'T' IMPROVEMEN1 Ni:) I ING UNITS 16 m I 1.'� VIL'uGs . PENMI'l, 11i.1, :1.0 0 . 00 CONNEUTION CIAANGE' FNI.1.1. law !15 t 1-1 -'�t V' �.,j at LINE. TAP 1NS'T*AI L E jj r,-L:I.at i i d R C 0 7W(o1- P4k:...N DVAN N N WorMEKN pL.k.IMRTN(',, j. or 197POP -I CI C T "J"�M 0 0 NO 1, IPOO LOFI, law:r tJ PT NO This permit is issued subipct to the regulations contained In Title 14 of the TMC. State of Oregon Specialty Codes,zoning regulations pEQUIRED and all other applicable codes and ordinances. and it is hereby S i E.,W F.1:4 agreed that the work will be done in accordE nce with the plans and F INAL specifications and in compliance with all applicable codes and ordinances The issuance of this permit does not waive restriclIve covenants Contractor and subcontractors shall have current city nosiness tax permits This permit will expire and become null and VIA if work is not started within 180 days,or if work issuspended or ahandoned for a period of 180 days any time after work has C(Unmenced It shall be the responsibility of the permittee to assure I-ill-rv,quired inspections are rPqLlested and approved Issued By 'lot SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCR13ED ABOVE I-JIMBING VIERIMIT CITY OF TI67A RD I:1­PM.I *T NO. : PLA3132177 CITY OF TWARD V COMIMILINITY DEVELOPMENT DEPARTMENT It/ 1/88 13125 S.W.Hall BF-d.,P.O.Box 23397.Tigard.Oregon 97223.1503)639-4175 11'1:'tT M . FIM'T' .NO. B81903 ! .50*75 $W fi.J.Nl) AVE T*AX MAP/I O*V l"O 121K,600 SUB: OREGON FIAPI( 1.1:1. I. AND USE : 1_01, 5TZF:1 : ITEM : N() : W014K Cl_(YiS : NE.14 W0NJ'I­:R CI 05EI, 'TRAP 11131::: T*Yl-*11-,:: INIX.151'RIAL. 1J141146L. 8VF­LOW 1:11VINIm, fX)I`4S*T YPE.: : ITIN L.AIJOPAI ONO (.')CJ*.'I_JP . GRP. : B 2 T1JI3 !31_110WEA I'Pl(ar"s Dl.SI 111WASI.-IF P 06148AGE 01!5POSAl NO . SIT)PIE5: 02 WASHING, MO(:;HINE: DWFI L . UNT.'rs : 1...AI.1NI:)WY 'TIQIAY E-4-.13G. DPAIN ( 113EA F1,00F.' DI"IATINI 51 N K 6 0 WATER I.-WrYTE11-4 !:VTOPM/061N (1:-'T' 01*14F.P I EKE-S P t f:1:J"M1T .5 $1.05 1 N E F! 1 (:)17 9 1E20 :1 1.7 1.X*J 1.)1.4 1::'!:1 CY R . .T611; 'T'A X .1,11-404 C 0 DEAN N 1)1::")N WAIIAEN 1:1.11MWENG T R A r-1,J.fit I I(I C T 150,3 1 2*�Alff) /11.5 P 0NO 17 r'!0 0 R TOTAL. 1 116 .30 P11"C-ET.V"T NO. c) 7 This permit is issued subject to the regulations contained In Title 14 of the, TMC State of Oregon Specialty Codes,zoning regulations PI;-_QUTPr-.D TM-5 ONS and all other applicable codes and ordinances. and It is hereby agreed that the work will he done in accordance with the plan d .3 E WE 1:4 - specific.ditions and In compliance with all applicable codes end P01 KAI :1.N ordinances The issuance of th!s permit does rot waive restrictive PI...S . IJNI IL..1:15 1..(.1 H covenants Contractor and subcontractors shall have current city F T N At husiriess tax perrids This permit will expire and become null and wird if work is not started within 180 days.or if work is suspended or ahindoned for i period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all equired inspections are requested and approved Permittt-ii, Signature Issued By SEPARATE PEPMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE COPY TO: APPLICATION - STREET IMPROVEMENT/EXCAVATION / d / (a (WHITE)-FILE ORDINANCE NO. 74 14 I\ ;re �(7, (PINK)- )• ER (PINK)-OTHER AGENCY (INSTRUCTIONS ON SEPARATE SHEET] '---- (BLUE)-APPLICANT APPLICATION NO.: 339 APPROVED 7�J7.12 I(.1I1 OI' ICi:1R1), l)RI.(iON FEC AMT.: f NOT APPROVED CITY IIALL RECEIPT NO.: PENDING FEE PMT. PENDING SECURITY PUBLIC WORKS DEPARTMENT - - —_ DATE _ - 1 - - PENDING AGENCY ''OK" Xppliearie)n and ProgresS Record MAINTENANCE BOND N FOR STREET IMPROVEMENT/EXCAVAl-ION As RIeoDIv FD X PENDING INFORMATION ANNUAL GI)ru yjpac EXPIRATION VATE: PENDING VARIANCE PERMIT NO. _--- _ - DATEISSUED: BY: _ Cone-. o f ,ewa l k a nEi <a'�7ron (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL — tt AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. 171 S*pi site 1'!�u 'ortland, OR 97204 224-6540 APPLICANT _ ;1.,:1�8� -- . IT PHOO49 AriDRE53 11.1'. Groen ill Sw bite 2450 Portland, OR 97204 221-(X)20 CONTRACTOR -__ NAPHONE ADDRESS n� _ Bancroft portlA�d, OR 97204 224-9560 PLANS BY___ __4iackenzie Or.�inraecing I Hon NAMI: ADDRESS E5;'MATED IMPROVEMENT TOTAL VALUATION ( COST): $ DOLLARS For? OFFICE USE 507.12 - - - - (2) EXCAVATION DATA: DESCRIPTION _ PROGRESS & INSPECTION STATUS STREET NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM Q QUANTITY STREET OPENED INSPEC- R TION _ I e ESTIMATED STREET OPENING HATE ._ S -- -- T E ESTIMATED STREET CLOSING DATE: --.--1------�- — --- D STREET (3) SECURITY NO _ SECURITY AMT : 12,51�3.U!� CLOSED U.S I t Tonal Banc FINAL SURETY CO.: __ --- - INSPEC. CFRTI FIED CHECK` CA4M ❑ •OND (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / CONDITION l. ) ,;_>G1L �:I,. lrli, x••:,.I_,,: ;fir. MikF, FEATURES; EXCAVATION LOCATION AND UXTENT. Y Y ;dills 11639'-1171 24 hours IPC or' I I to carnrlencim.;: wank. Iditiorls of S.D.R. 88-08, gj3a_o8, M88-06 & MLP 87-08 . �. 72nri i�w?- _-- -_ — -- U211y hereto. Li.,lht energy & --`,'ea fee I See attached plan: I I "oR. flusineen Pack 111 I I - t31c31�,�. 21.5 & 216" (5) NOTE THE CI1Y OF TIGARD DOES NOT. HEREBY. GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY' WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF TH-: WORK, AND TO SAVE HARMLESS THF C'IT'Y AND EMPLOYEES AGA:NST ANY INJURY OR DAMAGE WHICH MAY RESULT PROM APPLICANTS ACTIONS PACIFIC HFAILT1 A:i:,UCIATLSs L.r. fly r1 ae l Coat 4.11 ty, Inc. Its '11,enerAl PArtner APPLICANTS SIGNATURE DATF. _ �-- WAFWI�Vuwt BUILA)ING PEAMI'T ' ��� �'��� cily PEAMIA' NO . ; 8 U 8 8 19 0,'6 oaeooN COMMUNITY DEVELOPMENT DEPARTMENT A :I:S SUED : to/21/88 13'25S,W Hall Blvd.P O.Box 23397.Tigard,Oregon 97223,(503)639-4175 (ij Q 4 -011H ADL)PESS : 1-15675 SW '72ND AVE7 (AX MAP/L01' 2SIA.P.-DC600 SUB: OPE' BUS1Nl:::5)S PAPK 3 I. 1:::K I AN13 USE :IA. L 01, 'w 111::: : VAI UXIJUJIN: SE I 0ACK'n JN T : W(:)PK CLASS : NEW DWEL.L .UNY*T'5 : P J:GI Vy' : Wir;.' 'rYm : IN DU S I P)TA1 NO. BEL ROOMS 1:.*.X T .W Al L. MNSI' CONS 1' . 1 YVA" - NO . BA'T'HS : N: G : H W 82 14401' .OPENINGS : OCCILIP .LAME) N: S : W . 'TUTAI AREA 4110,70 NO . STOPUE":a : :'i 1.Ell' ROOF CUNS'T : F'114E PEA I-IE::T("IF11 f PND : AREA SE.P0147 WATED : 31417 : W A'T E 1) Mr.-:ZZAN:I'NF::'? BASEM 17 F1 (:)OR L.OAD C-APA(3E : ALAPM7 [A Ow((.4,M) DE11A."I I? -1 AN CHECK BY bCl" I-4--mil11KS : 1.)1 I:i j (:I j.I.,q p,.L r.3 J't:j 1.111 cl lit t:i.o i i m ri 4 PEISSUE'. OF NO . I Will' PE'.1:55LJF. 0 $433. 00 W 1:"llkc�t.I.-1ps t PERMIT N m W 5 V'!—e%N REVIE. $28:1. A,'.) E $ 20 R Pc)r,tJ.mnd M 197a0A F I Rr:-- DEPT PHONE. (.503) PFA-63'10 S*T*A,T,E:,. 'TAX $21. . 6.1` O'T H IE P C DEVELLIPMEN T CHAP(-*;F---r; 0 14 L.E.N SAN:"(ri'TORM) N T 1.1 1. OPLEN CONS11:101,1111INDIC S'I'NEE,:T R A 1.1 1, law F141,11-1 C f LII ha al.r)r.1 (3r4 q,jp0,e.j > T 0 PHUNK (,50-3) 281- '00H0 1131 AL 1111001� 30 R NO . C;I-0011 RECIIIPT NO . This^irmit is issued Subject to the regulations contained In Title 14 ......... of the. TMC. State of Oregon Specialty Codes, toning regulations jJ41. PEA—TJONS and all other applicable codes and ordinances, and It Is hereby acireed that the work will be done in accordance with the plans and NG specifications and in compliance with all applicable codes and WAI L. ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city r)tjqiness tax permits This permit will expire and become null and void if work is not started within 180 days.or if work is suspended or ,t)andoned for A period of 180 days any time after work has ornmenced It shall be the responsibility of the permittee to assure oi required inspections are requested and approved perinitte,p Signature ,,sued By -i—P[ 1—T7170114—639 -411 V-5 SEPARATE PERM!TS, REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE �w CONSOLIDATED FIRE AND RESCUE Washington County Fire District No. 1 City of Beaverton Fire Department o Tualatin Fire District FIFE MARSHALS OFFICE October 20, 1988 David L. Williams Mackenzie/Saito & Associates 0690 S.W. Bancroft Street Portland, Oregon 97201 RE: Oregon Business Park Bldg. 215 15875 S.W. 72nd Tigard, Oregon Dear David: A fire and life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC) , Uniform Mechanical Code (UMC) , and Uniform Fire Code (UFC) as amended by Tualatin Rural Fire Protection District's Ordinance 86-5. Plans are conditionally approved subject to the following: This Plans Examiner reviewed this plan as Type V-N construction, housing B-2 Occupancy fully sprinklered. 1. West Wall Exterior Protection: Where buildings are within 20-feet of the property line, walls shall be of not less than 1-hour fire resistive construction. Where openings are closer than 5-feet to the property line, they are not permitted and when less than 10-feet to the property line shall be protected with not less than 45-minute fire resistive assemblies. This consists of fixed windows constructed of not less than 114-inch wire glass set in steel frames. All doors shall be listed doors with labels of not less than 45-minutes and shall either be self or automatic clos`ng. UBC Sec, 504(h) Tbl . 5A 2. Exterior Exi'_ Door: Hardware for the exterior doors and key operated deadlocks may be permitted where there is a sign posted on or over the door reading, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" in letters not less than one-inch in height on a contrasting background. (UBC Sec. 3304) I 4755 S. Y. Griffith Drive • P.O. Box 4755 • Beaverton,Oregon 97076 • (503)52.6-2469 1 MMWJUAWZMRJL David L. Williams October 20, 1988 Page 2 3. Double Door. Hardware: Where exit doors are used in pairs, approved automatic flush bolts shall be used on the secondary leaf. The door having the automatic flush bolts must '-:-Ave no door knob or surface mounted hardware. The unlatching of any leaf must not require more than one operation. (UBC Sec. 3304) 4 . Firestopping: In all wood framed walls and partitions, firestopping consisting of 2-inch nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accommodate wiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. (UBC Sec. 2516) 5. '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 emergency vehicles. (UFC Se,_. 10.208) 6. Fire Extinguisher Requirements: Not less than one (1) approved fire extinguisher(s) with rat.irg of riot .less than 2A1OB:C shall beeofUvided for each 1,500 square feet of floor area or fraction The travel di.stan,2e to an extinguisher from any portion of fte building shall. not exceed 75 feet. (UFC Standard 10-1) Note: Fire extinguishers may be installed as teriant modifications are submitted for this building. 7. Approved Plans on Job Site: One set of approved plans bearing the stamps of the Tigard Building Department 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) 8. Insper_tionF Required: Inspection and approval of construction by a representative of this office is required: (a) prior: to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall. and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. (UBC Sec. 305) 9. Certificate of. Occupancy Reqitired: Prior co the use and occupancy o4' the project (space) . a certificate of occupancy or other wrrtten instrument of approval must be obtained from the City of Tigard Building Department. (UBC Sec. 307) David L. Williams October 20, 1988 Page 3 SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THr COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WI WITH 14RITTENFETY AUTHORRIZATIONNTOFATHEISTED WASHLNGTON/ ARE COUNTYFBIIBITED UILDING WI DEPARTMENT AND THIS OFFICE. APPROAL SIGHTSOBY THISIOFFICEPLANS OFISNOT AN APPROVAL NON-COMPLIANCE WITH OOMISSIONS ANY OVER APPLICABLE OVE REGULATIONS OF LOCAI. GOVERNMENT. If I ran be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely. Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department L� H,L. Green R3U BIW- CITY OF TIGARD PWM BI NG Ti3 Appl)cants muss F.oW Oregon Registration to conduct a plumbing PERMIT 639^4175 business:.x must be prOVerty ovvnerroperator not hiring outside help. > Name of DrMb fent Plumbing Permit No.�-�i/1l nk a � Addr"s Description A.MT J i i i�J OAS 814-21-010 DUAN. PRICE Job Tax Lot Map.NO Address FIXTURES - - Lot Bk+cfc Subdivision Sink — _ 7 Su 7.50 Lavatory --- a name o Hess arrw� Tub or Tub/Shower Comb 7.50 f 7.50 VWxy,Amrsis Shover Only - - WalerCbset �_ 7.50 (? - ---- caner isle rp 750 Dishwasher ---- _-- - -_ -- Ptr Garbage Disposal -- 7.50 7.50 WashingMachine - - Nnma 7 a0___ sone Water Healer --- 7'� Laundry Room 1 ray 7 50 Occupant Gty/Stain ZIP Urinal __ _ - - 750 in Other Fixtures(SP@dtY)-- _ 750 Non" 7.50 P 750 WUOWV Address 7.50 _ Corttrsctat �Sta1e Z)p 1,�eMISCELLANEOUS C ry us. ax No 3a oe % Sewer 1 111111100, _ a/ Sewer es.Addis 100 ,Z I S.00 %:-- ,tala �T i• a s o _ - 20.00 (ArredenlirJ) Water Servbe tet 100' -- _ _ _ - shat tl»krlorrrvtlorr Water Service ea.Addit.�r t S 00 - Mnt I have aced 00 sppMcalbn. JO 00 1 hereby carred,edincooOut I --- --k,on is oonecl,tivat l acct rsgiafNed with Mrs Sub/krYdsrs{bard,and rr-, $Ionn 6 Itiakr grain 1 tt.100 --- am t 5 00 have a Slate PkrmMng rosrme f ud Ire numbers given oorreA titat cit Scolowtorm 6 P Jn Drain AddH 100' _ - --- plurnbirq work wle be dons In soccrdancts with sPpscsbN P► sxd that µpblb hbme Space 2500 -- gon Revised Stoop Chapters 447 and e99 sit--04mf�e no help will be emrpbyed urAess Mcerned order ORS egg. IM exempt from Back Fbw Prevention 750 Stab rsglslrntk.. Pisan give reason ball Device or ArNi-Pouut10n 0ewce — ---- HOMEOWNERS-I hereby ce,,*#W I am Mw owner d k»pmp"de- so above.at whldr beatl0n 1,PUPMG t0 make a pMsttlinp lrutallelbn f rx Any Trap or Weds W 7.50 mrY Own use and t/rb propatV M rVA bskvg oonstrue6w fa sale.Deas or rent CernecMd b a F"rxtrxe - `_ (;rich fton _ -----7 54 - kNp.d edst.Pull" - -- a0 00 Per Hr - Specialty Uy Inape s -- -- -�Par -. .- Agod p4lrnhkrg wmw 15.00 min I — -- an Exlerri0 ,--- r� 1 New".or Build.Ad~ 26.00 mwn { I.UT?KN1tZED 31QNATIJAE gate -- — single fsmt� sMerttlon❑ repair(] d4e)lirq 15.00 _ Describe wak rvew❑ bddillon❑ - _____ ��erre rmLgtnel non reNd9n"t1t ---- Esiatklp-A*of SU&TOTAL dirs bL4kd*V odr propertyhAl�IK 5'�1 S P. bl�lkpa y -- — --- - -_ 5 yc N r• 4,e4-1 / - "OT"I s1A► ed M not oOn* 1 fssrmrN fleOofrMe rrlM and cold r reorlt Or OorMauoMon rrss Md.40M/b dsyarer i ouM corm or wilt M MnPery oed or Rf»rvdoned for a Prod to Illi days M srvy gone e11sr work M a0rr+ nclsd SPROIA1L 001111101 /`/i•G �I r i/ -- -_ 4'` ' � 1- >�' •5c j h,i�.c i�r�'` ------ Ot11a Moved ._.__ _---.._. � by CITY OF TIFI ARD September 28, 1988 QREGON Wiitala Management ill SW 5th, #2960 Portland, OR 97204 ATTN: Sylvia Stephenc3n RE: WCTM 2S1 12DC, TL 600 Shell addresses have been assigned for building 215 and 216 in Oregon Busineos Park III, as well as blocks of ddressos for suite identification within the shell. The shell address for building 215 and reserved block of addresses for the suit.:s are as follows: Shell Building 215 Reserved block of addresses 15875 SW 72nd Avenue 15875-15895 SW 72nd Avenue Tigard, OR 9722b Tigard, OR 97224 The shell address and block vi addresses for building 216 are as follows: Shell Building 216 Reaerved Llock of addresses 15845 SW 72nd Avanue 15845-•15865 SW 72nd Avenue Tigard, OR 97224 Tigard, OR 97224 Please assist us with suitc assignment by returning a building Elan with proposed addresses. The suite numbers should be odd and spsrrveil enough apart to allow for modification of the numbers with future development. We have notified the postal. service, utilities, City and county agencies of the ad0ress blocks and shell assignments for each buildi .g, and have amended our records. If you have any questions on the address assignment policies for the City of Tigard, please give me a call at 639-4171 . Laura Freemaa Engineering Technician/Cartographer 13125 SW Hall Blvd.,P.U.Box 23397,li0ard,Oregon 97223 (50;,)639-4171 -------- t 1 RG 1 �� �• Wk-L• TI 'r` G s � I 1 Vii- - � ,�„ � ' ATL"'• ��E - Ip•1'S ~d� n pEN s"s OREGON BUSINESS PARK __ �►-- -- - --� --------- -�" ? No. 8842 -- n n MACKENZWJSAITO i ABWX'ATES'P.C..011" F001 I NG SCHEDULEREMARKS LENGTHLENGTH WIDTH DEPTH B& , - 71.wxl1*90-TOP • GEE DTL.//C O 12'0' 6'0" 1 '6' 11.7 X 11'99-BOT (13101 Y "-801 111•S X loll"-TOP 1!1•S X T' '-TOP SEE Dt4,a/C X�0'i'-OOT l 1•l_� --�p- U 10'6" 10'6" 1 '9" (91.7 X 10'0• t/)r7 X10 11EE DTL.1/C (6184 x 416' (11.4 x 4'6" SEE DTL.'1�C 3'6" 3' 1 •p" 1 rl x 7' 14164 3'0" 1E C .�0 w �,4N 1 �a• lilri x -1'0" 4404 x a'o" gig OTL,l/C NOTE1 CENTER FOOTING At COLUMN CENTERLINE EXCEPT 46 NOTED CI'T'YQF TIGARD OREGON Mr. Dave Williams Mackenzie/Saito & Associates I 0690 SW Bancroft St. Tigard, OR 97201 Re: Oregon Business Park 1II, Building 215 & 216 Dear Mr. Williams: A plan review has been conducted for a "Foundation Only" permit on the above referenced project. The following shall apply: 1. ) All provalreinforcing the foundationshall. lanslis notpaaguarantee 'l. ) App p approval of the entire project. If you have any questions, o]ease call 539-4171. Sincerely, Brad Roast Building official 13125 SW Hall Blvd-P.O Box 23397,Tigard,Oregon 97223 (503)63Q-4171 - NORTHWEST TESTING LABOR_�7 DRIES, IN\ C- 5405 N.lagoon Avenue P�irnrno,Oregon 97217-0126 Phone:(50312Wy-1'78 RECEIVED DEC 2 9 1988 CONCRETE COMPRESSION TESTS Community Derelnpment Tested For: H.L. Greeen Report No.. : 86114 Made by our rep. R. Griesenauer Slump : 4" _ Cast By: — Project: Pac Trust Building Perinit No . : 882176 Address: 15875 SW 72nd Date Made: 12-19-88 6 x 12 concrete cylinder Date Rec ' d: 12-20-88 Type of Specimen: __ _.— - 2500 psi 3i4„ max. sized aggregate sack mix Ad lit ives: Source : Ross Island Sand and Gravel _ -- Condition of. Storage: ASTM - Ticket No . : T4 -63278 � Air Temp 50° Time: 3: .10 Cu . Yards: 9/9 Load No . : Temp . : 740 Weather: Cloudy % Air: __ 1 Conc . --- Location of Pour . Footings at north end of building and westside Test Weight Max . Load - lbs .— Ac?e Date_ _Mark. I Pounds -Load per sq . in . Avera e Tested 29 . 0 1860 7 days 12-26-BC —--- 12-26-88 29 . 4 1960 191-- 7 days .__.1---- 28 days 1-16-89 _ — 28 days 11- 16-88 — _ — "2cc: H. L. Green IrHWEST TEST!P]G LABQR.4TORIES, INC. lcc: Supplier lcc: City of. Tigard Dennis Cody , Supervisor Fielc Operations Mr NORTHWEST TESTING L `1B0 --A,-f DRIES, I-N'C. 5405 N.Lagoon Avenue Porleno.Oregon 97217-0126 Phone:(5031259-17-78 COr''CRETE COMPRESSION TESTS 86063 Tested For: H. L. Greepn Report No. : Made by our rep. R. Gri.esenauer Slump: 311 Cast By: 882176 Projects Pac Trust Buildin7 Permit No. :• 12-15-88 15875 SW 72nd Date Made: Address: 12-16-88 6 x 12 concrete cylinder Date Recd• Type of Specimen; _ � ` 3000_ psi 3/4" max. sized aggregate _sack mix _ Additives: CC 1/2% Ross Island Sand and Gravel Source: condition of St_nrage: ASTM 5: 00 8/8 Ticket No . : T4-62983 Air Temp: 28' Time: Cu . Yards: 680 Weather: Clear % Air: Load No . , 1 Co�c . Temp. . Slab on grade south end of. building Location of pour : f Test ' Weight Max. Load - lbs . Age n so Ave Load per . i , j �aue Tested Date I Mark Founds _. I 12-2'2-88 29 . 6 2670 7 days 2726 2695 7 days 12-22-88 20 . 6. —'"---- 2 8 days 1-] 2-88 29 . 29 . 2 3730 1-12-88 29 . 2 I 3820 3775 28 days - I 2cc: H.L. Green HWEST TES'T'ING LAHORATOFIES, INC. lcc: Suppiier lcc: City of Tigard Denni:S Cody , Supervisor Field Operations I D�TT�I %EST TLSTIN G LABDRAT,DAIEa9 INC. � 5405 N.Lagoon Avenue PoroanG.Oregon 97217-0126 Pnone:(5031289-1778 CONCRETE COMPRESSION TESTS Tested For: H. L. Greeen Report No. : 86055 3" 7 Made by our rep. R. Griesenauer Slumn: _ Cast By: _ 882176 Project: Pac Trust Buildinq Permit No . : 12-.14-88 15875 Sw 72nd Date Made: Address: 6 x 12 concrete cylinder 12-15-88 Type of Specimen: Date Recd: 3000 psi 3/1411 max. sized aggregate __sack mix - Additives: _ Ross Island Sand and Gravel Source : — ASTM Condition of Storage: _T462931 7i84 60° 9: 00 Cu . Yards : Ticket No . : Air Temp: Time: Y 12 74c' weather: clear _ % Air : Load No . . Conc . Temp . . - Slab on grade west side of building Location of Pour : Weight Max . Load - lbs . Aae Test Tested Date I Mark I Pounds I Load Dez sg. in . Average 2420 7 days 12-21-88 I 2 129 . 0 -- 1.2-21-88 I 2 29 . 0 I 2410 2415 I7 days 28 days 1-11-89 I - ----------------- T28 days 1-11-89 'I I -- 2cc: H. L. Green HWEST TESTING LABORATORIES, INC. lcc: Supplier lcc: City of Tiqard a�•r Dennis Cady , Supervisor Field Operations MUALAW��= TESTING LABOR-kTORIES, I-N, C. 54ri5 N.Lagoon Avenue Pornan Oregon 97217-0126 Pnone:(50`; 28 1778 CONCRETE COMPRESSION TESTS H. L. Greeen Report Ni. : 86059_ Tested For. _ Made by our rep. Douq Hil.) yard Slump : 4" Cast By: Project: — Pac Trust Building Permit No . : 882176 15875 SW 72nd Date Made: 12-14-88 Address: Type of Specimen: 6 x 12 concrete cylinder Date Recd: 12-15-88 _ 3000 psi _max. sized aggregate sack mix Additives: Source: Ross Island Sand and Gravel Condition of Storaqe: ASTM _ T462922 40d Cu . Yards : 7/14 Ticket No . . Air Temp: - Time: 2710 Weather - Cloudy % A.i r : Load No . . Conc . Temp. . — Location of Pour : Slab on grade west side Test Weiv_ ht Max . Load - lbs . Ar.e Date I Mark Pounds I Load I per sd . in . Average Tested - i 1 28 . 2 I I 3890 7 days 12-2i-88 , 28 . 2 3820 3855 i 7 days 1.2-21-88 I 28 days 1-11-89 128 days 1 -11 -89 2cc. H. L. Green ;i WEST TESTING LABORATORIES, INC. lcc: Supplier lcc: City of Tigarda�.s — Dennis Cady , Supervisor Field Operations TESTING LABORATORIF-59 v LJ �L. 1—I �.-WEST r+� on 97217-0126 Sd05 N. Lagoon Avenue Poand.Oregon Phone:(503)289-1779 CONCRETE COMPRESSION TESTS Report No. : 86060 Tested For : H. L. Greeen 3" Made by our rep. Jerry Miller Slump : _.. Cast By: rpermit No . : 882176 _-- pac Trust Building 12_14-88 Project: Date Made: _ 15875 SW 72nd Address: 12_ 5_88 Type of Specimen: 6 x 12 concrete cylinder Date Recd: _-- sack mix 3000 psi3/4„ max . sized aggregate - 16 oz . Cal Ade,itives: Ross Island Sand and Gravel _ Source: ASTM Condition of Storage: `-'— 1: 20 8 . 5 T462954 480 Time: Cu . Yards: Air r Temp: ---- Ticket No . : Clear * Air: Conc . 1 T e mp • ' _7 0° Weather: ___Y___._. — Load No . : Interior footins lines 2-3 Location of Pour : ------- Age Max . 1"�n�- Averaqe TesteaTestWeight Load Pounds Load per s`i Date Mark I 2830 � days 12- 21--88 3 I 28 . ? I - -�- I days 2760 2795 ` "/ 12-21-88 �i 3 128 . 7 28 day s 1-11-89 I I 28 days - 1-11-89 - Green r "'HAST TESTING LABORATORIES , INC. 2cc: H. L. ,cc: Supplier ,cc: City of Tigard 5upervis�r Dennis od'r Field Operations 5405 N.Laqoon Avenue Pornand.Oregon 97217-0126 Pnone:(5031289-1778 CONCRETE COMPRESSION TESTS Tested For: H.L. Green Report No. : 85895 Cast By: Made by our rep. Doug Hillyard Slump: 411 Project: _ Pac Trust Building 215 Permit No. : 882176 15875 SW 72nd Date Made: 12-06-88 Address: --'Tigar , Oregon -B8 • 6 x 12 concrete cylinder Date Re Type of Specimend: 12-07 Recd: 2500 psi max. sized aggregate - sack mix i Additives: _ -- Source: — Ross Islan Sand and Gavel _ ._ — - ASTM Condition of Storage: — 1: 30 r T462562_ Air Temp: 55 Time: Cu . Yards: 5 . 5 5 .� Ticket Na . . -- 670 Weather: Cloudy % Air: Load No . . 1 Conc . Temp. . - Location of Pour : Building entrance small footing Test Weight Max. Load - lbs . Age _ Date I Mark Pounds Load T)er so . in . Average Tested_ 12-13-88 -- I 29 . 2 2070_ I 7 days 12-13-98I I 29 . 2 2140 2105 7 days —� 1- 3-89 I 29. 2 I 3240 28 days 1-3-88 729 . 2 3290 3265 28 days 1-3-88 H.L Greene HWEST TESTING LABORATOPIES, INC. City of Tigard Supplier _ Dennis Cody , Sunervisor Field Operations