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7319 SW KABLE LANE BLDG 221 7319 SW KABLE LANE, OBP III 1 OF 5 BLDG. 221 (G) SITEWORK AND SHELL 0 0 0 ® ) V d> lv ► t I U) v ,91 l ,,, e 1 ir, ' _ I 't o f I I I I I I I I I I I I I I I I °/- . Q' �� / .. . rf I ,. / 1 (1-0 - � � ��f� 8 ______ ,----G) ----- _ _---— - --- - ----- -._ —_� _- L ---,---- - -- - -- I I I I E ISTNG SPACE . �if,r d .1 PROJECT 93110 1 [ ly ‘. / _,__ _ _ DOCK DOORS_ ,,, ----- -----T---- -� JTL _ _ - - I — 1 0w - 4, .. Lyn. I I I I ! I I I i I I I ! �, W I �..../. I 1 V I— AREA OF WORK zcD___ i ___ _ _ (b.__ __, a_____ .._�.____�_ _�__�_._._ _,ADO NEN DOCK LEvELERS 10 MAT CH E XIS T f1G \ 1 1 \ \ Li r N PROJECT INFORMATION 2 BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P. Q cp 15115 S.W. SEQUOIA PKWY #200 a F- to - PORTLAND, OR 97224 . N bI I ExISTIwGskvuoHT I I TENANT: PEPSICO INC. - ' j EXISTING SkYUGNT I I Z (n N ExISTR10(iKVUGHT _J • ' I \ N___4 IN—— o Hoa / I I \ / I SCALE 1/e"=1'-0" OCCUPANCY: B- 2 cv a 0 I 'v" i I \�/ i � `Y/ I - ---� / \ I To ?o CONSTRUCTION: V—N 1 I// \�1 1 I I / \ I I 1 / \ I L.._-..\J �__v� L_-\. FLOOR AREA: 655 SF OFFICE (EXISTING) - LEGEND 18,625 SF TOTAL 1 I, I i --- EXISTING TO REMAIN I I I I I I NEW CONSTRUCTION �o NEW TENANT DEMISING WALL LI --- 1 HOUR PARTITION �(] $ SWITCH # Q I I I I 1 SWITCH WITH REOSTAT 2 0 THREE WAv SWITCH �_ 0 (1) 0 O __`_ SIGNAL OUTLET ea,',.-7)- I 4 DEDICATED OUTLET ISOLATED GROUND I _ DUPLEX RECEPTACLE II I �� -j I I /� I FOURPLEX RECEPTACLE I I '/ 1 I \ / I SPECIAL OUTLET 0 I -^7 // �K I I /\\ A TELEPHONE OUTLET I �/ -\� I/ v - I I � FLOOR MONUMENT WITH SERVICES SHOWN II I _ _ i__ � .--� EXISitNG fxvLNiNT I 1 I t/ 1 2 x 4 FLUORESCENT FIXTURE EXI5IING SIPMGHT 11-] 2 x 4 STEADY BURN FLUOR. FIXT. I L.-12 x 4 FLUOR. FIXT. W/ ACRYLIC LENSE I I\ _ • INCANDESCENT DOWN LIGHT 11 ; I I I 0 SMOKE DETECTOR I • SPRINKLER HEAD o I Ci BUILDING STANDARD SUPPLY VENT I I .------�� © BUILDING STANDARD RETURN VENT Ln I E PS in II REMOVE PORTION OF I I I I NALL'NO[PARSING I O I / ExIStFVC DEWING WALL I� GENERAL NOTES • = � 1ci x _ 1. ALL CONSTRUCTION WORK SHALL BE DONE IN STRICT Z Q N '- II t I 1 COMPLIANCE WITH THE LATEST EDITION OF THE UNIFORM a N BUILDING CODE, AS AMENDED BY THE STATE OF OREGON AND n J cN ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT OZ ( ) W tT 1 I APPLY I //77Z _ _ THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND Y O O I CITY OF TI''AFC? CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING �I Cr) c» Z --\ I II I I 1 1 1 Cor ,i 3d [ is BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES 3 \ IPRIOR TO STARTING THE WORK. U n . p � � III L-2,' `� for � '.rx, wc;r' 3. CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF C1- r- �I PLFt ,hid r / ---- __ GARBAGE AND DEBRIS ON A DAILY BASIS, INCLUDING DOCK (!) IZ g, a Sec�lelt t ;•• ACCESS AREAS. Ln "---____...--11— F---\ ' r BOi_T�0 TO FLOOR N/ r S/B'PAR,rOlTS ,ro.C. 4. CONTRACTOR SHALL KEEP THE ROOF FREE OF DEBRIS (IE. III I I I I Job doro s: ____ 11 _. NAILS, SCREWS) AT ALL TIMES. I =^ = STEEL STUDS WITH MsuLAnon 4,4, Tr♦ANGLE ,I.- ,5////2f. \ LEC PAP(L 107 AND PLVWD ON EXPOSED SURFACE WILTED TO FLOOR Ni 13y:� i• '"� _ D$tG. L. I --. 5- DELETED OVER EXISTING DOOR AND ]/B'PARASOL TS 1'OC W AREHOUSE wwow OPENINGS ��� --- + v4ROUND PPE aA►LP HAROCE��+o 6. DELETED REVISIONS /� 42'ABOVE FINISH FLOOR 3 I /I - _ I I .<?' 106 i I Isi I —. -_ - &_____fl �- j-----\ A I _ _ , 1 —CRID I I 1 ry s i I 7. CONTRACTOR TO PROPERLY PATCH ALL ROOF PENETRATIONS I I 103 , III WA HUN. ___' FOR WATERTIGHT SEAL. 104 •<? I_AUNDGv N. I ;111111 . �� I — 8. DELETED _ COMP. ______43. 105 M HARD CEIl1NB 0 — tom_ _. .. :,-- 9. DELETED i lir , (--) I I _ , 101114 0 102 , w. . 10. DELETED 1 S1EF1 STUDS KITH PISUL ATION PEC ('FFICE I I V4'ROUND PPE RAS. Ill AND LvNO ON EXPOSED SURFACE ,? Aeo�EFnasHFL00R < 11, PROVIDE DRAFT/FIRE STOPS AS REQUIRED BY COOS. DATE: 5/4/93 OVER EXISTING DOOR AND NINooN oPENINos 12. DELETED TED 41411/4 MKS If 1 1331.14T1 �T[0 10 FLO M/ I j ( S 1 AR 1 CR+O A 1— I /S' ARAeaiS 1'D.C. .:-...-:--74- 1==.1,....._ LE / tE a ALL ail is 13. DI —_' °s t ED TiO FLOG:PITS i •�i ELE TED I 1 _ --j,1 L___ a _ - II r"-.01).... � i 14. DELETED. �■� ��---- - - - - I DRIVE IN DOORS DRIVE IN DOORS 7310`iW Kable Lane A ____ Suite 500 15.1 DELETED Suite REFLECTED C7ILING PLAN 16. DELETED If this notice stow(ars cle.irer than the MAY 1 91997 document, Ike document is of marginal quality. 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N/DE IN CHINA fcmI1 111 ilil ! I; I ( l11 l �tI ' { 1�2 l13 l14l1 l1 { 11 I1i l $ { lltl � l21 lit ltl lti IIIIIIIIIIIIIIIIIIIIIIII { IrIIIIiiIIlIlI!(flllllflllllifllllllff. lflililliflilllllllllllliflillllll.ifflilllllfilll!Il IIIIIIIIIIIIIII�IIIIilllllif!!ti!IIIII.IIIilllllfllilllillllllllllll1lllllllllllllllllllillllfllIIIIIIIilllllllllIillll l ' 1 6 X , 1 !140 1 1 . '7�-(-)i qsle. z.t' ' /G /..f /4 49 /,Z // , /' T-y ; • • • % 1:NI :N6 1L11:11 %4' I Nti ktl 41 4%1 \ 1/1 - ' T ---1T ?\--_________ _.. . • ,.-- -IL \''4 - -, , ,,, ` ‘ •, , -f- .3r*-1/- NI i - � 1 .IiiLl _ pl —..:,—. ;'ri ! _ . !I Qr w, ,i H —rte• \ i;� N .I 11 1 3 � + 4.� 2 D Iii x • V / / ,� I!I F \ J I; -� e T 7"y,- 4—Z.1-1/. NIlk -44 4t._ 4. . �► M. CITY 1t- TI(APU • 1 n 40 'S. ir--1 1 p-:. r : ti ... .. _ , II KI:•- I .' ....06... 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'1 °-=. z.J'' • •---� 1 ~_._. o • Atlanta, Georgia 30356 ... . } • ~ 0/► 140413911-0517Dwg ._ 4 r•: 14041 394.3759 r10. `/"O.J /7l Sht. ri 01 title _ If this notice appears clearer than the document, the document is of marginal quality. MAY 1 91997 121,1ilitilicjiiiiiilitiEiLlicilit4Liti Ijijlllilllll I IIIlllljljlllll Ijfjlji ' llljlll illjljl I � I I I i I i I I I i i ' I I ' i ' �W J i SII I I I p I I Ili ) hili iiiiiii ijili 1 iiiii i l l l � 1 i l l � i l l l l l � � I � III II III 1111111 �. I SII III �Iliiiiliinl�iii (�liI�iI�I�i�il�i�iliiiililiilii�lliiiilili!liii!�ii!!I!!ii n,!,!liilll!lIIIIIII!Iillllilllllli111111!!II!!Ii!I!IIII!!I(!IIIIIIII i !I It• � � , 2 ti zo z� i ! !!i!1!!!! r�!!�!!�lli!!!1!!!ili!!!�!iillo i!iiliiii�ii�ili{iili�i� nitinoliii!1 l i1 !i !� it I .III ! 1111!ililii!Ilililllllllillllllllllllillli!It 16 XJ EXISTING COLUW. -- 1---.--.---._�� _--_- 12•' vett1CAM f _ / AIR DICT. (WI DEI til[ CUM LAYOUT DRAWING / 4 iX I R 1110 I�� (4" TN I CII) --••, --- �-` --{ a Y rN 1 S SHEET) -64-.--- / ••- Id" MET'CAL TOO TYPICAL CUM DETAIL. MLI, ' r/j. I• r /1" TES SCREW I DANES (e•' THICK) % ' + 4 7 t {' OC (• PLACES)- / ;� • �C \:- `� / \ �. _. SEE CUM LAYOUT FOA STAND. CUM DTL.--.\ _J EIC r . (I •� .' r! !.. CONCRETE {' r { /I., V, .V W '� C ETE r � ° FLOOR S" FINISH . . ID m 1 • i►- —► ' CONC. f Loon. - t► 'd ,► h r / ' ; I -. , ' - - 4—T- L. . ..... ,_, / • i,nc,i z..40,.... pm soma l WtiEJ1iM1 / Sit .-DDA PANEL. //i I .":-t6 : , 't. A ..... ° , jirleA.: /1" ,411,/i SEE SII-Ft OM VEMT.--' T - _. , , __ L AARI INS 1011 SLACK / • , _ 1� X ". 1; r t. i _ --xi-- mow.. - _ -soil , LAY OW. -/100N. // + ) r:2* -- ._ .... _ .. v .7'E7A f C. « G' GONCRE T� - r ' rr �� 112 . I -ilOOM FL THICK -- COSMO. PIER. !10014 PANEL I lPluot SUS-i LOOP • fILLD CUT fIOOP PANEL ALLANI110 -- VINYILAT ION j SEAL All PANELS AND rLaIINS JOINTS WITH CURSING DETAIL No. I UE TA�1 ►a `� 'Jr1/ PRESSURE Fprtll JOINT. VENTILATION DETAIL BASE OF COLUMN CLOSURE 3 SCALk : 1 - 1/2J - 1 '0J {r1— j 4 SCALE: 1-1/2J 1 'Nj ____ `"'r • • — 11 1/2" r _� 1, VINT I LAT ION A _ EA /ANS. -- fr_. WSUPPr 1E AND IN{TALLED VVOR. S OPERAT JON. / ' .. �oWTWACT. WINO IN CLIC. CONTIIACT. AIR PLIMP \ SEE El[. PIAN 1011 I o Fa /R[TZa u r10M. -+� i 11.111-41.00R " t�r,.,(-„0� \ VENT I LAT I Oil SAIL 4. VENT.SWITCH TOt1!CONTRACT. 41, 1 {A; l Y VENT I CAL r '"r- Mr I NG ! &MED TO VENT. K / \ I1D6 tAll 1 L , ............. ExiSTiNG N . t7 WAIL. / ' (2) Jr ■ 7- 24 T.A. ST. GALv 4/7/// STEII. AMIE FLASHING W/ \ / ` 'VC eDCQ- K SALLY -. I I / 7/ / CLOSURE METAL , \ ACROSS TOP Or P:ENUw IN VENVT- // 1 'k \ ' I CONTRACT. I•„I., 0.C• ( PLACO) r - _ _ r • ' H► P ~1a e re I / ♦ t -1! CONGIIETT rASTNEP , I 7 . L I1 1/2” r.. • ► LAI AL-1 PANELS AND ►Z.AS► NT I 1 Ne JO I S VIM MN CAULKING. . ' ' 11 ' D(TA,L Flo. AIR PLENUM ' ,....,::,:.•;-:,.....: �: , = .7� ��. . 20SCALE: 1 -1/2" - 1 '0%. ' ....v. n.t. �.'+.{ - 1• 1 17�.T>I't i L 4 --, 1� �' LITA ` "O PLENUM FAN CLOSURE k-,..-71: 1 . I r-. Poc rt CaL';h! - rr . col t _1 9 _ __..... scAt I_ : 1-1/2f - 1 '01 , i i — 5" • 7" 14 WUGE SA1011T j , DALv. STEEL ANGLE CLOWN E t \ I ! i ErrlSt"IG �� /,,‘ T� // iI(LASHING WITH MDG EDGES.- COLVIIN - vENTILAYION SLOWER FAN WIRED /� A i / ! FOA CONTINUOUS OPUTAT ION. W/ \-.--!�� +'� I _a�K 1 I , f , , 1 / / I/1{ w )/4 !1K LCittTr SAIL. SWITCH. rAN • SAIL SWITCH rZE l2 r /'� �• F r I / l (I SIR[ IN vE)rt. CONTRACT.-- -. �a. ..5F.:7. -1.. - .4. 1,Z , 1.0- ,'- r , 1 1 ,' {" OC. PLACES) SENSOR " �— { f n- FIELD CUT PANEL TO LENGTH (OR- -- e ANT LGL PANELS. II,)111) R[OIIRCD. ► iel'z ' 42 " • '\ I + , • -- -_..-__ he_SURE !0.414. \ I , t MST ST{110 COUPON. 1'r'4'4,�'�• ( < < ` �-.�,� .. ..l.. .._... ._ .- _. __ _.._SSSS- -....�... .. ._ _-_ � t _tit___ / ' le a". 3 . . . __ _. . .. AI. ► •1{ r 2/E" TF!( SCRE11 „ e / A 1 I v,„„2„i / 1 { O.C. (1 PLACES). W J '� AIR OVCT iv ' , ye” O O J )” w 2" 21 GAUGE QALv• \ .) I j- J r' J STEL ANGLE CLOSURE LIE t riwING 4 / - - 1" r I. r 1S-3/4- ?• OA. GAIV. To N TRUGO. PANELS /MITE C Llfrll �, \ � / ! ElKNING WITH HUG EDGES TO WTCH PANELS. (TYPICAL). 140 § V < N / ///// TO New A IR DuL T. &. ilk __ / \4/ 2 cf 9 vt -- FICID CV VERTICAL TO LENGTH SEAL ALL PANELS A/4) !lAlSNINO JOINT, NI 111 LAUlklrx; • REWIRED. ALLOWING NOP I•' PRESSURE FOAM JOINT. w r VEM ILATION FAN. SCE ELEC. PLAN ip PI SEAL PRO All PANEL S AFC '!ASH I IC JO I Nt, WITH CAUL),Nr; ' `NI LOCATIONS. LLOD I r4 fr. C ACT AIR DUCT DETAIL e_ �NSTAILCD IN VLM. C011T11A[T. oLTAI I NO. SCALE: 1 1/21 - 1 'ill l,{'• 7 CEILING TO VERTICAL FLASHING SSSSIL.-. 1 • . ___ _.. + R I-•a r�Cnf f : /zJ n 1 '0J 'vie TUAIATIk! V,A.:CY P:lRt MARSHAL Off'lC a ,.� SIE I TCII TO RE NODI T® ON Roor m4716.7104 eLowit, FAA Aso sA r OF 9 A F,N Ft ti'L:Ct O 10 FREE2E11. ---� /'• CONQiTIONALLY APPI OVCO i� : I 1� �. (7) VE?ITIuT, et OWN FANS. _- E - ._. _� __-. -..._- ___ __ ___.. __-7- ._ _- . ____ EQUIPMENT SCNEDVLE �- n,1a 11 ruor AN APPROVAL OF A AP(�it')v.'L (. : ''-*T OA"'.',31c.' '" L' ;EA31C1NT'S el RED FOP CONTINUOUS OPERAT 10" I -�. I I3U I LD I NG WALL -►° F PGFTTtc'{ldtt . ILL C aG for bk Iwer c: I M SUPPLIED AIC INSTALLED IM von. ( TOP w r11ECxE]l OUTLINE 0! �. 5D �p t:. AC' { L,-TTER . . . . esp coIrTRACT. WIRED .N ELEC. I',OIfTRACT ^�Ot. 1160 cfm 40 .5 SU ESE. PLAN NOR LOCATION. \ I Jt. ll WALL. 11�w ^L..PI;,t , MINF N a= IE - l= Permanent ht capacitor blower. `161 {T L:2wilt General Notes r ilD • - .. "Ail:-- A'R 'tor NIP FLOW 1 I �`"LD'"{ 1� 377 cfm 5 e� curl n,tHn1, , 1 N N N lr7V y "S g panting and runne'ti by Miters - ( + oD I �' Plumbing and drain(Ines by others SAIL SWITCH PROVIDED \ F'l Same, a9 E F 2 W/ Co IC's. r 1 RED TO 'A I ME ... VENT I LAT I*Ml ETATVS PMIEL. ElattrICal connections to eeulpmenl by others 1kr) ? ■ 21" AIR DUCT ` • _ 7/ �I I Ef-4 7aJrN �Perman � C capacitor blowerVetikalron of structural regulrements ueetea Dy HVAC W 11 N `� e0uroment to be tesponued:ty of building owns(ardor /kLIp/t //e 115v / " rated I \ nWldlpWne1 ardor !neeIMIIyLMglyO12" ■ 2e' II CONRETE Ft0DR Same a3 EF 4 ` rw o a coil acto 1© Aro culls. AIR DUCT ---IN. I 9 {" r t 2" -;'2-81' ® -- w I t a.Ii w 91 15:afl ar+d Sta 101�Or�on / CERINS PANEL AIR DUCT. �n :TcrY r'F' Tl�ARO '° ro ,� (TVP t GI). hmlGl Snowily Code, Stale of Oregon IWO Dr►i. -- - - ---= " --- - ---•--- ----- --- - - --- - `� --- --- --- _ - — e 1 \ 4'-- =NTAMO Appmved �' � �, of CARO Orle aM Two Far 'y pwdlmg Soec 90 - - - - - - - - - - _ w^ctnditionpIty. ADO'i! ' Cede.NEPA 90 .and Chapter S3 rd INC r iEi#138,•t . ! ..{- VERTICAL /ANSI _�__ - - .. Z::... r ♦ f.rr Ol,ly stir' f 1.0014 RUST {E MIME i� LV -__-__- _ Ado ,ITSI1N •/- r/R" Or LEvil. . '.+► ..-" PERMIT NC) /ynEC 9/-01) . !viAerwa of one year from lnlltaSalton I+ma1F LAmrel, IAN � In I rants all parts and labor are tO be!tee IrCm lebtls Ser;latter tt? mA Idle and 0.04Menehp !Ars warranty covers pelts - ' �' r {rtS^. '.1 .. .(.'. .l S S S S . . one/"toad°, Jaye from IIM dale I Startup • uriest. S E C T I O N '-' C Job Addrl>sr•?J (J �(,/ 41tik,.....4.11Lid even 90 days oua11ME teryrcrneoltnrca a technician has )4. % SFAs Al 1. PANELS A/o r LASH NIG J01►rTj WITH CAUUf 11'/G. �� iiN411 P410 Ut'A NIG. SW Keble Lane .F SUB-FLOOR VENT SYSTEM 7319Suite 500 AIR DUCT ELEVATION _ _A I R _P_ l_ E N M sof 13 NO SCALE SCf•LSE: 3/16" . 1 N e' - --- .- — - OF! 1 0 SCALE: 1-1/2" 1 '0" r{ t./. ' i .._.. ._ If this notice appears clearer Ilion the MAY 1 9 1997 document, the document i' of marginal quality. Illjllllljlll II1 II� IIIII I 'MI11111111 1 IIIIIIIIIIIIIII IIIIIIi11111I 1 Ilrl!jl1lllll I i;illll1IIIII I I !IIIII�IIIII I IIIIIIIIIIijI I IIIIIII�IIIII(I I IIIII1IIIIIII Illllllllllllj 24 X W J L INCH 'I MAO[ IN CM INA I _ ' r 4 I �*t 3 Ii 1 11 11 I t t� 1 it i tI 9 it 9 UPA (1III111I1111In11i111il1ni1Iiiilili1I,iii11i1111iillnli 111111111 iinllni1i1111!1lilnllllililli111inl�nll,IiIIII�I IIIiI�,IIIIIIIIIIIIIIIIIItIII,ILII►�IIIIInII�IIIIIii►►�IIIIIIII�f,1nIIIIltlniinn�ililli��t��niliiill�Il�Innln�ili�Iilililllli�Iniilillilniillili�IillliliiiIllIIIIo►1 7319 SW KABLE LANE, OBP III 2 OF 5 BLDG. 221 (0) SITEWORK AND SHELL OIIMIMIIIMIIIIMMIIPMINIIIIIMIIIIIIIIIINIIIIIIIIMIIIIIW Cr: I 1 !il? O M Z (i7 lig- - - - - 1111_ --.--- -- - -- - C O Cr) NOTES : H ea A/C LIN/T 11 FRAMING DETAIL IIWNV H a/C 2 LENNOX MODEL GCS16--653--75 GASPAK PREPAID um:, MAO ` tn Q _ sr JO [N[0 � 56 . 5 MBTU COOLING 75 MBTU HEATING •r cruw[ r.• u, [ aa• O/c ! Trip:CAL ALL 1,10[11- Li) Z ZW O 460 VOLT 3PH . 1 `S . 0 MCA 1995 CFM CI WEIGHT 560 LBS . 0 N EF - 1 BROAN MODEL 363 EXHAUST FANF- _ _._.. . .. , 17% ) rn 300 CEM 115 VOLT ,r+• ,rw, 1[1 P•wLtN j r^ cc en 1#681!) V' M 11_11. ___..s" �—�\`. VENT TO EXTERIOR r 1111 _.y --M.:N Twu•• OR olid._ •uPPOM / `'\\ O v/ oozier M•N•1w• _1__ J_ 173 -_ I kri O EF-2 . 3 . 4 BROAN MODEL 688 BATHROOM EXHAUST FAN ! �1r11 �L_ 50 OEM 115 VOLT SWITCH W/ LIGHTS -,, .1,„ `CC , Q t3 VENT TO " 0 COMMON VENT •LuuM • a/.ra• I ZZ Z ,,,,• • ♦ 1• Tr11 l•1 . wl:N \ 0 0 Q Ut -" 1 - 1 :5 REZNOR UNIT HEATER \ 300 CFM 115 VOLT 0 H --j M//iii//N//N//i////i//////IYXifak.,A,. i 40.44WNYN I I 11 cr ,......___.CENTER or esi•v try -- - ___ --- - .-__ __.�.., - - - - — - - -1- �\ CD _. -. - _ _ __ 1111_ — _ 0 -1 :Zi: ti ii:1 la) aim w/ Jots, wAwerme �, 2111 � �~ —� Z U ,r►. ALL SUPPORT rw..,:N• \vi/i/fir////iu/n 1 j I.. > 1 4 1 r e`r 3 • 3e- M O PZ 1 k...... < . CD k , 71 IL—__: _ - T_ I 1 " f3AS Z U 1 I ! W • r. 11_ - -__1111 11_11.__._ __.-_1111 1111- _. _-----11_11-___-. _____-.- C4Cr, i..... I 14 W (CUNIT DP TA I L I _ II 1 r N 1 I 1111 y uN:T •:o[ M SCAT E • NONE I , .'00 '" e ,. 1111. •N•[L CL:. SASE •07T0« 400 _ �•r • 4 - CORNERS ( �_ 1111 - - , w MM M[r.L SCREAM --- 1 r , [3 ------- �.._. 11_11 __1= _- _-_ _-_- —_ - _ _ ---:---- 11_ "pc . ..... meeLeA armee, 1 l!m4:'-\ 1 _._— — ---- —.__ y LENNOX N N O �: 1 1s0 iso /g 202 1z o, COUNTER /L.•N:N• --� I / O N G <� S ACK r® (5 E. -- MOUNT:N• .4144k: -10'r 12`r� / e"r m �_ ,..4f \\...... r "T ""_' MODEL GCS - 651 - 653 „0 F, tb yti�l il.�.b• 45���.i�:�� •Q ---m. :I• 1/2" 10" I H 136 Les. r._ —_ - _ _ 124 Les . r ' -L 8,1 ,, ; j Evo 250 > N H 6",,m e r 11 7 200 A:.r I to �s 72 w FLASHING I I `� __ — __ s 1111 � Q_ . s y ; 100 10 I © C� [--^ 155 Les . L__ 1111----- -------•----� 1.5 Las . 12"r- = TALI_ � �1 ,,.. LL____ � Q � •8„ tc-�t 1'`r 1e r 1te'r3/,,, Q U II O =- CENTER GRAVITY 200_Ily 10"r , \ �: A ____.- - O to ] 7_ a 1 Nlip SCALE : NONE 8 ef , ■I n6,.. 1 10"r 1.- O r V H• V V1 _1� �_J —r fF-- �" //�\ U ' I , — 12"0 I ' 19"r- '(1�I, 10 a I - - l I Ail .l I 12"r _ a ,, - ► EF-1, ' 1 r �.-__.J 1 ! Ivl , SCALE NONE II IJ4Q 1•� \ EF.2 30 i - e•r / 1 200 10"r � �12'♦ �•- 10"r � _ -_ NN COMMON to r 1 I \ I I -_ [ 4* VENT �f f3" 1`0 —� 100 1111._ _._ \ t I Y PC 111 L C111 I / f -- -- I' -_ 200 z00 8- I `eh I j IIr-----1"---- ��� 30 EF_3 11 ., - 1 _ _ =v -11.11—_ _J CI._ ... . ____ _ , \ „ Z 1 N NEATER UNIT Ot_TA IL.. .., / f /�� V O I WV I n O _z + t I w (1) Q 0 f7 oouL[ NUT PowT_� � LL' suPI A� Cr) W L . • seam 411p.,_ P004 OM ---21 ---2'..a'xi,.• angle , r, <I CC --_____�I �. _a,. w00 A1gFLOCR C L� A HVAC ' J Q ar 1 SCALE : 1 ! 8 " = 1 - 0 " ,)1-99/P J I- 11 t= 64171 .. co w (Li /Hoc 91-©!07 E ). w 0 C) E UNIT EDTAIL Q SCALE : NONE ge z 0 H t- O ?�� ? risco 0 m 2.2/2 2 7ci/ 91#r 1 ci 1tn [.L CAO : ( 13 1 : 1485M1 TUAIATIN MD 1Y FiRe MARSHAL. OFFIC --- AI,h}.0 VFD PROJECT NO . CONDITIONALLY APPROVED . . . 1 SHEET NO . __ At'PPO"AI Or MANS IS NOT MI APPROVAL OF ON11: 11` `' CII OVERSIGHTS 7319 SV'Keble lane S.:.- i f 'HcD LETTER ! Suite GOO 70}13 -- ?I_ NS XA iNENLi�� �A� .. - {` ► � C_•T1 If this notice appears clearer than the MAY 1 91997 document, the document iv of marginal quality. uII� IIIII;IIIIIIIII�IIIII 1111111{�IIIIILjl�lllll�lllllll IIIIIIIIIIIIIj�II(I!jl� lllll I Illlljl�lllll� Illlill�illll I Illllll1llijl I IIIIIII�IIIII(I I IjI�IIIjIIII Ij1j1j111j1j11W J INCH � MADE INCHINA3�l '��111 cr f $ 1 1 $ It I t2 U 14 ti 11 ti II , IIIIIIIIIIIIIIIIIIIIIII►IIIIIIIIIIIIIIIIIIIIIIIIIIIIII►IIIIIII�IIIIIIIII�III!I!II111111111111111111111111111111111!Illlllllllllllllllllll�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIII�m 1 ILII MILLI • • t"....„ li,. . i....) a) ID I CD M H CJ z •. 0 1••- In 4-4 • O O N ......) z z 0 10 -C_. ."-3 I (TE_D) _ 7 .7.---, ---E7:3;) 0 0 1::::) "i.. cc° „, --a ,..\_„ \ (in ...z o J O a I I I I I I I I 1 !- O (A) H i\\ 1 4r Z i ii Ow Ca UN-3CC OC I I I 6: 13 1 " L3AS Q I I I I I I— ilia-4 0 it , l'alD.... Q � U �, I 2 0:3) A_,--=.1-._ --- -- — i — — c. i 1.4-- i --. 1.-)...rj,7 i 1-1".7-t I r I I I I I ... 1.-- Q Z , - - lINLde I I m u ri,„, u, Aco / , u, 1 / imp 4 .I I I I I -•. r- — _ _ -- - - - --- —_ _ . 1 _• • l _ __ i— __�._ _ - • I'' t W - - - I I N 1 uN-, I I I I d -- (>I U H-3 •4 a � cn t]1 .4 ` I .I • Z Z I I I ( I i o H H J > • `� � " D m 4 W to I '1a f Q N I I I I I .. W Z W J 3 .r F- 4 4 • 4O0O II (.._,F- UH-2 I i e CS) •ca4....k...._._.y...._.___L6 1 3/," - v: I k W O ' H N I I I I I UL.H—a. N I (I) N I• W o c� I I ! I I I t ^ co c � _ : 1-_ I I (JJ 0 -- I - ___ ' - z11 11_-�_ W Q 1 _ JI 280 ' TO FARTHEST Q t` I FROM 20 METER J A — 1 W H n J I- n , . h . Y `V1 3 � O 1(: [Mil . H 0 U Ql �.1 j'� '� SCALE : 1 ,/ 1. 6 " —. 1 _ 0 " (.9 N I- WW CC U fUAIATIPI Vr,.LZY F:RE MARSHAL OFFICE CAO I ( tats ) : 1 49SM2 APPROVED 1 PROJECT NO . CONDI T ZONALLY APPROVED I3 APPROVAL CW PLANS IS NOT AN APPROVAL Of 3 H E E T NO . OML ;CNS OR OVERSIGHTS SEE ,ATI ACHED LETTER :1 M 2 . 7319 SW Kahle Lane Suite 500 Bof 13 PLANt.;EXAMINER DATE M� U F If this notice appears clearer Ihan the MAY 1 91997 11111.11.1=1.111111111111.111111.11111W AMIA Nbb IMIIIBIMIMIMOMMIMIINNWMIMIIIIMONWMOMIOMIWIOMOMIMIMMMIMIMMWWL document, the document i� of marginal ynality. .. . it, illlllllillIII;III11IIII I IIIIIIIIIIIII I I�IIIIIIIII�I�I IIIIIII�IIIIIIIIi(f(IjIIIIIII II,IIIIIIIIIIIIILIIIIIIIIIiIIII I IIIII�IIIIIjI I IIIIIIIIIIIII(I I iIIIIIIIIIIII IIIIIIIIIIIIj W J INCH (MADE NI G?I INA 7711 I el 'l i 1 i t 71� i� 1l —ii`—h ii ii iliti " tri " , 11�itl tl�IIIIIIIIIIIIIIIII III111111111111111111111111111111111111 IIIIIIIII IIIIIIIII Iliilllllllllllllllllllllllllllllllllllllll111111!IIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIUIIIII111111tt11I1111t111111111 IIIIu Hit il111i11111111111111111111IIIIIIIIIIIIIII IIIIIIIIIIIIIII1111IIIti iiIII 11111.111111 . 24 X 0 S i I S T — 1 '6 r___ A / I 1 A \ , & A S s (Th ) rm .._) I A T El \ 1 1 - — - ' ---- o -- -- OVERLAND PARK, KANSAS __ ______ ____ _ DRAWING SCHEDULE: SHEEP: DATE: PEv . DESCRIPTION: 1 11 -25-92 - GENERAL LAYOUT 2 11 -25-92� - DETAILS AND SECTIOND BID DRAWINGS FOP , 3 11-25-92 - WIRING 4 11 -25-92 - PIPING _ _ PU F . S . OREGON BUSINESS PARK BUILDING G (PTR # 221) 7319 SW KABLE LANE # 100 PORTLAND, OREGON 97224 'co-' -fir i .fir � � P :- , / • i TO PORTLAND ExiT •791 _-�_ / IN TERS N; .c OF () v `TATE S �— io 600 , _� „PACIFIC O\_______,________----_____,-- ri,EGON 12\\ `` - -- - — — CORPORATE > BUSINESS ,; .. $ CENTER \PARK II � � -����� / r_17.10.."`......„......- -_,__ . glj 1 , ...„72.:3 11/4...............00.... .."...., , Itatt— ._ __ Ci``-,:cb1.• :,\V.0"71 . n , _ ... il � ] iIiOREGON �91.:.---- 2BUSINESS � iftj' , r2, k .....—_, A,.....I 2 r] 1 PARK I iI _ __ _ , 1 r� ���`W _. „ _ .. ELECTRICAL. S'cRvIC£. ._\ I SW 77No*vital .� e ... --" -- .—. �-- �.-. '!mow 1 6•••••••••••••••••; . i SW 721410 AVE AIL ,/ y I 11 � �.r..n n n. +" \ STATUS PANEL lOCA1ION �- —-- -- — —— Au . „,,,i/;› (a; r /_ -- r.r/�i1 yLs .7z_ _'rr i. W��w� •S , f'j �'�� iN Iwl) `� .1/4s-�t � 1 � " �” OREGON ��..j �� 'fir PACTRUST CD- grl• . , _;:i--it. rill f3L'SINESS �,�-4,Z4 / � � BUSINESS t PARK III <1CENTER (.7.4 in co _ ,,, • ,\,,,,..>'; 4t,fp 6WM lGTO1fl :1;774 7 SW 4TNAVENa �\ 1/ •( ♦ I-- -- -1.° // - I — - i. / (C) NORTH rirririgr111711 LE, 7319 SW Kable Lane Suite 500 9 of 13 If this notice appeals clearer than the MAY 1 9199/ document, the document iF of marginal quality. W J 2 4 x iIIIIIIIIIIIIIIIIIIIIIIIIIII i IIIIIII,IIII1iIIIIIIIIIIIIII IIIIII11111 11 iirrilllllll I IIIIIIIIIIIIILIIIIIIHIIIIII I IIIIIIIIIIIII I IIIIIIIIIIIIIII 1 IIIIIIIIIIIII IIIIIIIIIIIIII INCH## I MADE IN CHINA tt��ll 7711 111111II1IIIIIIIIIIIIIIIIIII1IIIIIII111111IIIIIIIIIUIIII I1I11I111111Inlll1�11111!n11llnllnllll1llln1Ilnllllnll11llln{ill1l11n'liulllll�llllllll1llllnlluiill1lll1lil111101l1itillllllll (nll1lil�il11li11 011IIInt1li1i1ll11 nI =11111111ti111111lii) 1iill1ll1Il1ulllll)lull11Illl1lllnl1l ll1 , u, z 1 1y 0 L7 Q 4 > a r Z o Z LL I- U, W o O. W O ti J •a , -- - - 185 -p, -- — o W a o z z W 00 EXTERIOR OF __ 6G' -0" 6p' -p° _ _ _ 65' O" 1,-. 1-. LJ z Ex1ER10R OF t~n u e Z BUILDING �, p, -1 1 „ -, ;PjU11NL BUILDING 5a < Q• a o 14 . -9 1/2" 43' -2 1/2' �.;-- 12' -11 " - �1{,� - -- -- s2' -4 1/2" ,� '-8 1/2" a u• s v �7 a ::11 u Z I � � 4 1 111 il O ---- — — — - _ 7 I -f-- A 4r w -- --1 ' - IJP ‘.___J1 .z. (i.t FREEZER FREEZER RECORDER SYSTEM �� 4 PANEL J�J STATUS PANELS AND 1 U JJ J RECORDERS FURNISHED BY PGA. INSTALLED AND WIRED "� A (�'0•• IN ELEC CONTRACTISI 1,) `�1 1J 1 a 0 Di ET, « 1 _ _____ ,_ STATUS PANEL LAYOUT O., 0.1 4 REVISIONS: 9 `t in GENERAL NOTES r- 1 TO 120V POWER SUPPLY FOR POUR HEATERS . ENTRANCE DOORS - 4.I AMPS. - KE ELEVATION ON SHEET 2 r ...1 F2. ROOKY THERMOSTAT/SENSOR LOCATION ON DRAWINGS ARE SHOWN FOR g CLARITY, THEY SHOULD BE LOCATED IN AIR RETURN. BEHIND THE EVAPORATOR. i -------- - 0 0 _____ _ - 3. SEE SYSTEM PIPING 6 WIRING DRAWINGS SHEETS 3 AND 4 4. RTO WIPE PROVIED BY PGA 32215FLR S. SENSORS FOR ROOM ALARMS. AND RTO TO SET IN GLYCOL, BY PGA FILES. aD 6. ALL PANEL AND FLASHING JOINTS TO BE CAULKED Cn v i AS SHOWN IN DETAIL 1113 n1 Oi DRAWN: T. BL AIR -\.I 7. FOZ DOOR OPENING DETAILS SEE DETAILS CHECKEDru if) : r, nJ 11 TWO 13 ON SHEET 13 LIGHT SCHEDULE Ex15T BALLY 2'10' x 6'6' E► ,RANCEF2 __:::TO CBATTERY R__EXISTING FREEZERA ^ F2 = EOOR XIT LIGHT DOOR, RELOCATE FROM EAST ENG OF ' 7;14 1 � LIGHT 't/l/LJ FREEZER ADDITION. SEE DETAILS 5 lkl I WALL PANELS ° AND 6 ON SHEET 2. SEE NOTE 1 EXISTING �' (--N1'� .I CHICKEN FREEZER ` } STANDA• CURB FOR LENGTH 1 OF PART TION WALL. SEE DETAIL 1 SHEET 2. _., o ��!fff 4-EXISTING FREEZERI c1 BALLY ENGINEERED STRUCTURES. INC TYP, � WALLPANELS.�J U[�EHPAE LINSULATEDDUL MALL PANELSger tSEE PANEL scHEolxE1 - LEGEND EXISTING 8'0' x W'0' BI- -----lir - ---- -- --- _--__._.___A_ _.. PARTING NORII. a.IOING _ -, .- _ .-- — -M,-- — _ -- a - _., - t9 --- FREEZER DOORS. Wi FAST ty 7'AFF i 7'AFF g 852AL2200 FRZ. ADDjT(t>rl SYMBOL DESCRIPT ION01 SYMBOL DESCRIPTION - FOLD, AND GUARDS C}- Y o- S -I I� CONDENSING UNIT (SYSTEM 11 o _...__i — - _ - �_,r ,. AO .4k_ i� �� V 0 JUNCTION BOX EXIT EXISTING 8'O' x 9'0' 81- Primp 448 E I LIGHT PARTING HORIZ. SLIDING 120v. RECEPTACLE FOR '� • "T� v A SUPPLED BY PGA, tJ� FREEZER DOORS. W/ FAST HEAT TRACE ON ORANE 't 4 TYP. @TOP RECEPTACLE OA SOLENOID, OLENOID VALVE INSTALLED IN ELECTRICAL D I nj FOLD, AND GUARDS. r` LINE 10 AMPS EACH. t41 WIRES TO J ANO SIDfS - CONTRACT, 0 STATUS PA!ELS.� THERMOSTAT IC -EXISTING COLUMN TO POWER SUPPLY n�_ SUPPLIED BY PGA, WH DOOR HEATER INSTALLED IN ELECTRICAL Ill'SEE DETAIL 7/2, FOR NGCONTRACT. (I ENCLOSURE. TYP. NATE. EVEPORATOR MOUNTING = TYPICAL +!E---FIELD CUT 8'-0' 9'-0' OPENING IN ti INSTALLED IN ELECTRILAL LI LIGHT ON DOOR < (in J FREEZER DRAIN LINES TO EXIT +I EXISTING WALL PANELS FOR PASSAGEWAY, O SENSOR SUPPLIED BY PGA, n FREEZER THRU WALL AND CONNECT FIELD VERIFY LOCATION SFE DOOR GUARD SEE NATE '�. CONTRACT _� 3 J le DRAIN LINE OF COOL DOCK 11 U� ELEVATION ON SHEET 2 Jli. vRDT SENSORSUPPL IED BY PGA• UJ i�FREEZER EXIST BALLY 210' x 6C' SEF NOTE 5 CTq�L�iO IN ELECTRICA!ENTRANCE DOOR, RELOCATE ADDITION WEST ENO OF FRZ ADDITIONOEXISTING FREEZER____ WALL PANELS. L I-i (D 6 E"7 1/2" .. S 3 w 1— a' am CC I'a X 14' -3 3/4" �.E7' -8" 28' -7 1/2" 7'-8" 14'-3 3/4" _ EVAP A P w u (J 7'•4E P A C I N G . "g 11J 4 ' -9 1/2" --� 43' -2 1/2" < y... `__._ 72' -11 " -4 -_ 62' -4 1/2" 3 /E ' -B 1/2 ' BALLY PANEL APPROVALS AND LISTINGS: (z LL i a UNDERWRITERS LABORATORIES: BALLY PANELS ARE LISTED 3 (J.L . FILE #P5667 N) , AND LABELED, AS PER z ASTM STANDARD E-84 AS HAVING A FLAME SPREAD OF 25 OR Z • LESS, WITH SMOKE DEVELOPED OF 500 OR LESS. a FIELD WIPING -----o- FACTORY MUTUAL: BALLY PANELS ARE FACTORY MUTUAL FIELD PIPING APPROVED AND LABELED AS CLASS 1 BUILDING MATERIAL IN AND WIRING ACCORDANCE WITH A FULL SCALE CORNER TEST, 1987 STANDARDS, - MEETING F .M. STANDARDS FOR WALK-INS AND WAREHOUSES WITHOUT DATE: I SPRINKLER SYSTEMS. (THI:, FACILITY WILL BE EQUIPPED WITH NOV. 25' 1992 FREEZER ADDITION BALLY PANEL SCHEDULE A SPRINKLER SYSTEM IN EACH COMPARTMENT, AND IN WAREHOUSE _ _ _ SYSTEM AMPS — 460/60/3 PH . ABOVE COLD STORAGE . ) GENERAL LAYOUT NORTH W AREA 1HKN5 "R„ EXTERIOR INTERIOR GOND. UNIT EVAP. FAN HEATERS PROJECT No: Auk DETAIL NUMBER SCALE: 3/3 " r i ' 0" �iNISH» SURFACE FINISR. ` SURFACE~ LOCATION SYSTEM AMPS ' AMPS AMPS COUNCIL OF AMERICAN BUILDING OFFICIALS: THE FOAM CORE 322 15 PARTITION 4" 34 WHITE BFADED WHITE BEADED - --r--- , , OF BALLY PANELS HAS BEEN RECOGNIZED BY C. A.B. O. AS -DWG . NUMBER FREEZER SYSTEM ' 1 " j 652AL2200- (21 EMF 446-8 50 ,0 (2I .6 26.2 FINISH' 24 GAUGE WHITE POLYESTER ON GALVANIZED STEEL. COMPLYING WITH MAJOR MODEL BUILDING CODES (ICBG, BOCA, sBCCI) . SHEET: *`--DETAIL AREA 1 IMMIMMINIMIMminaly OF 42 7319 SW Kable Lane Suite 500 10 of 13 t If this notice 311)I1cal'S clearer than tIn' MAY 1 91997 document, the d,icunlent is of marginal L1!tality. 1 ‘A/ J �IJIIIII� IIIIIIIIIIIIIIlI,III I I,III,IlI,I,I iIIIIIIITIIIIII IIIII,IIIIi! I II ,IIIIIII,I,I IIIIIIIIIIIII �IIIlilililiI, I,IIIIIIIIIII'II , i I I, IIIIIIIIIIIiI hili I'III,III IIIIIIIIIIIIIj 24x INCH 1 MADE IN CN INA 33(( t l( fes► l 1 Cm t 3 t I I I II If. 13 14 i If It fi 11 ' — 1 tt i I ! IIII�IIIIIIIIIIUIIIIIIIIIIIII!IIIIIIIIIIIIIiu1011llilllllllllilmiht11�111IIIuhillllllllillllllllllllllllllli,llllllililllll;)hill)llllllllllllllwili►IIIIIIIIIIINIIilllllllltilllth;llitttllminlo ullilllllllllllllllllllllllllllldmilllllilllllllllilllllimihllllllllilllllllllill)1011 r li - --- - __ 4' WALL PANELSr INTERIOR OF 1• 010 x 3/4' TF-C SCREW THICK WALL. PANEL. ` 6' O.0 TYPICAL. -- 2' GALVANIZED STEEL // OOR / (WHITE fDINISH, TYP I M O • .c.r. EKTERIQq 3' . 3' .026 GALV. STEEL ` z w — APPLY A 1/4' TO 3/B' BEAU / - SEE DETAIL DRAWING FOR 4 > FLASHING r/ HUG EOGfS M1E16 810 x 3/4' Ilk SCREW N0 W OF SILICONE BASE CAULKING • TYPICAL CURB DETIAL WHITE POLYESTER FINISH 1'6' O C. 11 PLACESI 0 H J 'r 7 A eBEFORE ASSEMBLING PANELS " 8 fURNISNIED BY PGA -812-11 NEx HEAD 1/2' PRESSURE FOAMED URETHANE JOINT / ' ,` 1 Y %, TEK SCREW, 9Y RALLY FIELD CUT BALLY VERTICAL 010 X 3/1' TEK SCREW II !/�, �% '_�• PANEL TO WIDTH OR LENGTH AS #°"... e1,14:04>1'6' O.C. 12 PLACES) . ' A 0 z z 4 SMALL ANCHOR ` REQUIRED ALLOWING FOR 1/2' BY PGA W O O P7 FOAM JOINT. URETHAN( �NSlIlA1t(i USE SHIMS, CAULKING ` Y /:: • CUT-IN DOOR— ui u t z 1/1' FOAM JOINT ,, Q O \.. AND/OR PRESSURE FOAM BALLY VERTICAL OR , 9/16' x 2' WHITEPPL131 SIDES .~~, PANEL 1 Y� CEILING PANEL U 11 Q p PANEL JOINT. UNDER PANEL. AS REO', / ' FINISHED FLOOR GLAD STEEL FLASHING i 4' 21 GAUGE WHITE GALV STEEL W/ HUG EDGES (3) SIDES w 'U u z INTERIOR •a '' ' •, %•. •, • 1 • WITHHUGCEDGES FLASHING OF DOOR. Br BALLY.CHANNEL a ` ` -O ' ' - l � - FINISHED FLOOR MUST BE FIELD CUT OPENING - PANEL WIDTH ♦ (/2' cn 30v LEVEL WITH-IN •/- 1/8' FOR OPER PANEL ERECTION REMOVEATONGEIE�ROMTPANELWASiREQUIRED z 5/16' 1 1/2' rEJ li --------- -- PR0 CONCRETE ANCHOR, BY BALLY. FIELD CUT BALLY VERTICAL PANELS FOR OPENING OF DOOR REQUIRED lrLr Illy NOTE. WA-2 WALL ANCHOR USED AT CORNER JOINTS. ANN FLASH AS SHOWN, WA-I USED Al ALL OTHER VERTICAL JOINTS PLUS CENTERLINE OF 16' VERTICAL PANELS SEAL ALL PANELS AND FLASHING JOINTS WITH CAULKING. (r�l � SEAL ALL PANELS AND FLASHINGS JOINTS WITH CAULKING 1 J SEAL ALL PANELS ANO FLASHING JOINTS WITH CAULKING CAULKED PANEL JOINT DETAIL NO WALL ANCHOR DETAIL (TAIL "" FOAMED CORNER JOINT____i_ . DETAIL NO CHANNEL µ 'ATI UT-- IN DOOR DETAIL •�� ' �`� 2 TRIM ; ' A Al f 1-1/2" = 1 '0" Coto SCALE: 1-1/2" 1 '0" SCALE: 1-1/2" = 1 ',)" cum `i SCALE: 1-1/22" = 1 '0" col(' 5 SCALE: 1-1/2" = 1 '0" `� coCOti �� 'Z' STRUCTURAL. SUSPENDED 1:11: CONDENSING UNIT . -- ( 4 �) ri ' ---- OFF CTLJ AL NIG BUILDING — Q ���� STRUCTURAL By PGA ODOR CAP-; - -- ( r '\i STEM ATE - ---- J -----..._f______ �` \\\4 7/f.EGA:i4i); . --- VERIFY LOCATION Q REVISIONS: 1 .. 3/8• ALL THREAD. SUPPLIED • PANEL ERECTION IN REFRIGERATION CONTRACT EXISTING .. _--- `._-_[ ____ ___._L N s,,, T•ETE CONTRACT METAL DECKING CURB CONCRETE FLOOR__ �- STEP PLATE ANCHOR �^ U ANA) HEATERS. I — 4411 VERTICAL PANEL CEILING PANELS /5/ 7'-: „: .... l VOID BELOW STEP PLATE TO BE ` / ` c = • /4 2:,. FILES: FILLED WITH FOAM AFTER A" _-- - - y_!- 322150T1 DOOR 15 ERECTED EvAPORAr(>F, SEAL ALL PANELS AND FLASHINGS JOINTS WITH CAULKING. INTERIOR NOTCH FOR HEATER CHANNEL ,f T EVAPORATOR EXISTING LAMINATED BEAM TRUSS COLUMN SYSTEM L W H LBS. DRAWN: T BLAIR 7 SUPPORT SCALE: 1- 1/2" = 1 '0" -,1„ SCALE: NONE SYSTEM "A" CHECI EU' A SECTION + ` B52AL2200 159" 45.75" 48" 1929 t 2 SCALE: 3/8" = 1 ' -0" — 8' -0' 7' -9" § iA TD ^k _- - A O 4, ,_ ,RACKET ITYPI . W —� CC (111) 0 FILL WITH CONCRETE Q AND PAINT YELLOW 3LD (LEAD FREE PAINT) —•--Oy w LIGHT AND JUNCTION BOX cc CE (A FOR HEATER CONNECTIONS. J Q U (.F -DOOR OPENING. �., '' r - CONDO I T i TROWEL NOTCH IN FIELD I PNEUMATIC POSITIVE DOOR CLOSER. I r� U 0 MALI —�' ~'�' I w FILL V010 WITH CAULK. t PROVIDE VAPOR BARRIER z .k --6' x 6' x 1/1' \ Q U SEAL EXPOSED CONCRETE I TUBE (TNT) C O THERMOSTATIC CONTROLLED HEATERS ---- _ a _J 4 v ° 6} ,4 '�. W F-- 1.7', c4,:- ":". -."• � _' , PRz. EWIRED TOGGLE TYPE LIGHT �, ® .._---------- MAGNETIC DOOR GASKET . w 0 . 'D_ D: ,,I \ rFINISH FLOOR SWITCH (W/PILOT LIGHT) . - C a- 4' Liles OF FREEZER. -- — / e r u_ 5/16' STEP_ ANGLE WITH - - L�L.•� PANIC HARDWARE .- -„_ ri CIL CE ' 1PAINTED FINISH �. �y . 111L�1111l1/11111�/1/ff •—,11J W 5/B' CONCRETE ANCHOR BY PGA. DOOR PANEL TO HAVE 1/8" STEEL ---------�-� 2'0. O.0 BY PGA BALLY FLOOR T4NEL �4 '� FRAME, WITH STEEL HARDWARE REIN 21 FORCING STRAPS IN DOOR FOR HARD- o a TYPICAL CURB DETAILWARE . SCALE 1-1/2' • I ' -0" GUARD ELEVATION _ ., SCALE: 3/8" - 1 ' o" 4...„,- SPRING--LOAOEO SELF-CLOSING TYPE (1) FREEZER HINGES (CHROME FINISH; . — — DATE: DOOR GUARD PROVIDED BY PGA, INSTALLED IN CONCRETE CONTRACT. EXTERIOR INTERIOR NOV• 25' 1992 D0 0 R EQUIPMENT PROJECT N0: - - 32215 SCALE: 1/2" - 1 '0" SWING AS INDICATED ON DRAWING. SHEET: 2OF4 7319 SW Kato'?Lane Suite 5O0 I1 of 13 If this notice appears cle:u•cc than the MAY 1 91997 document, the docuntcnt is of ntar2inal quality. W J IIII1II� i1I1 1I I1I!III!IIIII III)III1'IIII 11111111111111'11IIIII�IIIII I IIIIIj'I') l I Illllll �tIIII I IIIIilI lllll I IIII1II 'IIII I IIIIIIIIIIIIIII ! i111111III II IiIIIII1IIIIII INCH ,�MADE IN CHINA �N 1 ��t f 4 i T i '-T- II If 13 11 1 —' r�ili(iiliiiilnOInuliuil!Inliinhlllllihnlhnllunlnll mi nlllnHhilllllllll ollllllllllln hmilulln onlnllllnlhoonhhili�i nhilomi Hunhooillln+ nl homihno nihmo IIihn �im��liltiinun liii�Ili�Ionllinounnnoulllllliu U) r Z I O T'1 c 4 > a r z OZ W t- ,,, V1 W 0JH J O 0 O U W a WF OO H u - < F- In Li 4 Z r+ rQ1 a O m 4 r H 4 N M. U ---- W W y r • I■I • 4 U I IUSIBLE 019COIECT LI__ • 1.1•1I U 160/3/60 APPLY Lf I. _ -to.l �.• ail ELECTRICAL PANEL __ - ► ) L3-WIIII ' I..÷c .-.----,- - i''-'i (11 w W M-f MONITOR --1.2 r--, 1 t3 g LANG _... _____ • ._ 1...0 ..... 4 - --_ _--�- , • -- — cn - OEFA08T TINEA TRANSFORMERFUSES 1 HEATER F 4701 CC—HI-A-- C NTA MC FAN >- �� J V 0) DT-1 EVAPORATOR FAN Ul FUSES FUSES FUSES FUSES y 1 VRINApr • • • F A AMPS 111 lil a 15 AMP i f F K1 NV F EF:1 F 50 AMPS F f 5 AWS F f F 15 AMPS co "'� E `-J'1? TR 1 EFC-1 -� V 1 o-0 -- o. L.__:4::•-.---1,-- E,_1 Pl1HEDOM! 250 VATRANSFOIMEA J1A TCTC TO FAN HEATER MC-I 0 `-'� e SWITCH b0 • • p p -�' HEATACT01 LOR-1 CONTACTOR _ ~ to IIJL, L5 4 f 2 1-43 — K T -- T YLOpc-0UT RELAY Y T_fil Cr F NiXf6 FL18EOfMERIC) N.O. C ----, Q I 1 SECONDARY N C , REVISIONS: I III • O_ O 0 n O WEn 1 I 2 5 AMPS 1� s�( I___11 a -1 Cf, UJ X I 1 - } ; ,-1 CI L.L. Li--ii Z ----: .-- ‘-____fFt. LU > 1– cr- a v 1 Z � Qd -- I L... .-4 (I) Z 1 Cl cnY FILES: 32215 T • ___.�___--_ —j i_- 1 (tel w (�-- I I I --, .-1 Q cu o Cf) coz - — 1 -�_ I I IDAN 81 Alq r CF-1 CF-2 CF-3 CONDENSER FAN CONTACTORS I 1 • 11 ± CF-1 I 1 I CF 3 C I 1 I DRAWN BY: -/- T -r T T 0 HENUMCAS C �..1 CD 1 B888000 i _ *toc CF-2 b o e0 i `��� TEDBB ______ ( )1 (......."" 4%... ) TR-2 Al IMO IA it Ai•u.n• RYB TERMINAL BOARD .J - TTS-1 0 7 6 6 1 3 2 ! • • •n414MS • •' TERMINAL BOAS 7 i1 _{ �- $ 1 f 1l I 1 � 4 _. — _ *"`.........:*>' I _ _ [ . ' MIRED I I ( I I I { , .-�- --R 0 d---5— FIELD m ^, TO STATUS I I I I { LOW CIRCl1IT jt --- - Iw PANEL DEFROST 1 _ INDICATOR LIGHT .-1--41-1- I_��1_y- -i-r—k i�p o----- ____! 1 O OI a LIWIDINSTA 901EN0I0 FIE�p jNSTA�IEp T-1 THERMOSTAT T-2 THERMOSTAT T TIMING MECHANICAL Tf£RigSTATcli ___ • O ?... CIRCt1IT HIEN O 1/2 HP 1/2 ►� i 1/2 HP ��- • o ��, HIGH/LOW `�� —J w �1 � � � PREF SMI TCH Q C�//8£R FAN CODA FAN CSA FAN FIELD MIRED 60 WATTS M0161-1 (U cn ID I MOTOR MOTOR MOTOA TO STATUS 1.3 FLA f.3 FLA 1.3 FLA PANEL CtJIPAFSSOH ROTOR W-1 HEAD FAN OIL SAFETY SWITCH i Ln Q) I wZ lr6 LRA 1�6 LRA 7�e LRA 36.7 ALA [� O 107.0 LRA 1I FLA (III) !!! ( LEGEND 2.e1 LRA M 3 CD I cc J 1 MC-1 MOTOR CONTACTOR o 3 W I I j LOA-1 LOC!(-OUTT RELAY OR FAN CONTACTOR 04-1 W HC-1 HEATER CONTACTOR 05 HEATER O { 1- z u_.1 DEFROST PD-1 PI*-I 'p0DgOMN SWITCHWIp05 WATTS DRAWING ►J0 _J u I 1---T. 0_-_J Z`J HEATERS DT -1 HIGH/LOWTPFiESBURE SWITCH af-i CRANKCASE HEA R • - f OSS-1 OIL SAFETY swSWITCHFUSE REPLACEMENT U O w `_J` I CF-1 CONDENSER FAN CIWTACTOi —1 I L-•____ 33 CF 2 C CEN ER FAN CONT AC TOA T�— T—LITTIEFl711E Z V DEFROST TERMINATION C CF-3 CONDEHI9EA FAN CONTACTOP SUSSMAN EVAPOIATOR TR-I TRANSFORMER FUSE AMPS VOLTS _ _ PART MJ R PART NNeER N FAN DELAY THERMOSTAT -L`J FAN MOTOR ISI TB-1 TERMINAL BOARD T' MEP - PRIMARY 0.6 500 FPO - 6/10 - LI J v1 L rii 1121141____PIAL TRANSF•• 3• ' 9E RY E,6 �.E60 Y FM - 2-1/2 ,`1.N - 2-1/E , T-I2 CI PBFANMTiEfM1OSTAT - 11J I- 15 500 _ FNQ - 15 FL4 - 16 N ca T-2 commas FAN lTf{Mg4TAT .r•.:..T•.: ... ',� , W O in CC D-1 FUSIBLE DISCONNECT DEFROST HEATERS _ IO _ 600 FAS - RrO FLS - R40 I'll 6 HD-1 HEAADTFFAN COMPFESSOI i 60 q00 1117 - R60 FLS - P60 -- 2 a � CRANKCASE HEATER I. 5 + 500 _ FRO - 5 FLO - 5 ____ PAGE. .. ------ FIELD WIRING CONDENSER FAN S —_ • 16 500 FWD - 16 FLO - 16 LL. --- FACTORY MIRING FUSIBLE DISCQ'IECT 70 - 800 FRS - P70 j FLS - R70 J 3 W -' z 7 M a U, 0 a DATE: NOV . 25' 1992 PROJECT NO: 32215 —7 F7-7.--- I311 IIF F T' -.�. •4 7319 SW Kahle Lana Suite 500 12 01 13 If this notice appears clearer than the MAY 1 91997 document, the document is of marginal quality. W J „,.!,..„ „, ,„,„11„,,!,,llIllllli '1I1I1IIIIIIIIIIIII1III1I1I1I1I1i1I1111( I I1I1Ijl1l1l1I I I1I1{II1I1(1i ii111i11fil1i1 I IIlIiIiIlIij ( I 1► I1I1I1i1l({JI I i1lJl1i1l1l�l I1I1I1I1III1ij 1 MIN CHINA �7I l `"'! 3 4' 1 III fl 1 T it A I � it II Ii Ii 1 (�I�IIIIIIIIIIII�IIIIIi1111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111M111111111111111111l111l1111nn111111111111111111n111n►11n1n1! 111111!lull111111111111InnI1n111nt111nlnitlu11ln !1111 I I t' I I . 11I I 1 t' 1 '� I I I I I nl II I I III I IJIIIlllltlll I,lN 24 X 7319 SW KABLE LANE, OBP III 3 OF 5 BLDG. 221 (G) SITEWORK AND SHELL LIQUID/SUCTION I INE GEE JOINTS NEED TO BE LOCATED 10 ACHIEVE AN EQUAL DISTANCE MECH CONTRACTOR ;HALL TURN )EQUIVALENT LINE RUN) BETWEEN THE INLETS ANO INSTALL A FILTER/DRIER N AND OUTLETS OF THE DUAL EVAPORATORS.' UNLESS USING DRY NITOGEN WHILE BRASSING LINES, LIQUID LINE STABILIZER W I I I I l I l l l l l l i l 1 1 1 1 1 1 -_ LIQUID LINE --- —� ` I (LIQUID SUBCOOLER) 1 1 1 1 1 1 1 1 1 1 1 1 tri I y f Q ti11T + T + iiiiiltliiill i r. o > 11 i( I I I I I I I 1 1 I Il 1 1 1 1 1 1 Ii 11 1 1 1 1 1 1 i I I I ( It I I1 I t I ( I I I C I 1 HMI 1 1 + + ( 1 1 1 1 + 1 + 1 1 1 r�-----� --- Mit i + t+ + 1 1 + 1 1- 1 1 1 1 1 1 1 1 a ~ _ SCHRADER LINE TAP 1 _ o Z w I 4. I DISTRIBUTOR ---. I I 11 I I 1 I I I I ( I 1 I ll WW "-, I i I 1 I 1 I 1 I 1 1 i I 1 I i 1 i I I I I ` rn i 0 / 14- 4 1 1 1 1 1 1 F I 1 1 1 1 1 1 1 1 _� L L IQUI D LINE r-�- 1 k. I I I I I I I 1 1 1 I I I I I I I 1 1 1 rJ a w 1 i I l 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 l 11 1 1 1 1 4 1 1 1 1 1 11 + 1 1 1 1 1 – - - 1 1411 saLENDID VALVE O 1 1 1 1 1 + 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I l I l i 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 U w a A , 1 I 1 I 1 1 t T ill i 1 1 1 1 I l i{--�-- W O O 11 I I I 1 I I Itt 1 1 ! 1 I I I I I 1 I 1 THERMOSTATIC 111fl11 11- { 111111111 + EXPANSION 11 I I I I ' I I I 1 I 1 I I II I 1 I I I VALVE (EXTERNALLY 11111111111111111111 ;: u Q o f♦ / + 1 1 1 1 I I f i l 4 l l I l EQUAL I ZED) -- + 1 1 4- 4--4 .4 I 1 1 1 1 I I I I 1 CI1IiI1I11Ii1111111II 1111111111111f111111I1 ) 44 .4r I t t it T 1 T 1 1 ¶ , 1 1- 1 111 1 1 --r 1 i i i 1 I I i i I i i I I I I I i I I i 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1® — I r 1 1 Y I t i T 1 1 U u a 0 W W 4 2 J 1 1 1 1 L 1 ► 4.4 1 ' 1 1 ' 4- ' 4-4 N U ..---4-4.- I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 --- SUCTION LINE LIQUID SIGHT GLASS 1 1 1 1 1 i l i l l i l l 1 1 1 1 1 1 1 u VI EVAPORATOR � • r •••••••• •••w• ••••.......... EQUALIZER LINE Y THERMO SENSE BUIO (LOCATE EVAPORATOR AT 1' 30 POSITION & INSULATE) t ��w��••••F►•• •A �•7 r-� A•••.i••••lp�w IU��� GRAIN PLL AN 1113 DRAIN PAN ll �__ , --- — -- -- ----- -- 'P' TRAP REQUIRED 0) IL FOR ALL RISERS. REFRIGERANT LINES SIZES MUST BE SIZED FOR EQUIVALENT LINE RUN IN ACCORDANCE -� '� 4 WITH CURRENT ASHRAE GUIDELINES TO ASSURE w - 4 (.3 _� ��' `� -.` ADEQUATE OIL RETURN TO THE COMPRESSOR Ij() �, AND NO MORE THAN A (2) POUND PRESSURE IVJ�I ,�- `� _� DROP, M A X I MUM. ^� FREEZER' `' 1 , 0 COPPER CONDENSATE DRAIN LINE. WRAP WITH On4frO HEAT TRACE AND INSULATE WITH 3/4' ARMAFLE( L -00H----PITCH ALL HORIZONTAL REFRIGERANT !NOTE: HEAT TAPE AND INSULATED DRAIN PAN OE (�( LINES 1/2' PER 10'0' DOWN TO NIPPLE IN ADDITION TO DRAIN LINE 1 PITCH II r-��II (Jfl CONDENSING UNIT (MINIMUM) DRAIN LINE 1' PER 1'0' �J ni, C9 4J: REVISIONS: USE PROPERLY SIZED HOLE SAWS FOR ALL PIPING LINE PENETRATIONS OF INSULATED PANELS. USE CAULKING TO SEAL ALL PIPING INSTI ATION 1-1/8' LIQUID LINE -----.4 1. 2-1/8' SUCTION LINE (TOOL CAULKING BEAD) I -~ 0---- INSULATE SUCTION LINE COMPLETELY FILES: WITH 3/4' WALL ARMEFLEx. SEAL ALL 32215PIP BUTT JOINTS WITH ADHESIVE AND BLACK DUCT TAPE. SUCTION LINE ANCHORS SHOULD WRAP .ROUND INSUL- 1 ATION VERTICAL OR HORIZONTAL ANCHORS/HANGERS SHALL BE PLACED ON 10' CENTERS MAXIMUM, DRAMN: CHECKED. DUAL HIGH / LOW PRESSURE CONTROL ❑ ❑ ld OISCHAGE VALVE I U SUCTION LINE v18 ABSORBER 1 -L- SERVICE VALVE -N ( 3 I ' ! ' I ! I ' I ' I ' I ' 1 ' I ' • TTl.l. I I I I I o 1 1 1 1 1 1 1 1 1 , 1 1 , \! . SUCTION LINE =i _ 1 1 1 1 I 1 I 1 I I I I 1 I 1 I I ��-yy —� ( I 1 1 1 1 1 11 1 1 1 1 1l LT): �U 111111111i1i ; 111 � i � / FILTER/DATER ^�J 11111ii111Iiillll `�' SCHARDEq LINE TAP TURN I I , I 1 , I 1 , 1 , 1 i , 1/13 ii ANO INSTALLED BY _ -7 LOW OIL PRESSURE F MECH CONTRACTOR ( 1 SAFETY CONTROL C I I 1 I I I I 1 I I I I 1 I I I I I COMPRESSOR I I I I I i 1 11 1 1 1 1 i11i1i1i1i1i1 ' I W _� I I I I i 1 1 I 1 ALI.UMI A I(g-, i I I I i I I 01 1 I i 1 1 I I 1 0 I ( 1 1 1 i l I i i l 1 1 1 1 i l 1 I i. AIR COOLED CONDENSER W z \ (III) 0 \ U) LIQUID SIGHT GLASS LOW AMBIENT HEAD PRESSURE CONTROL LLI AND MOISTURE INDICATOR (HOT GAS BYPASS. CONDENSER FLOOOBACK CI a SYSTEM. PRESET AT +,_ - HEADDPRESFORE MINIMUM/-WI H LI95 QUID LINE DS w 0 — LIQUID L,NE ,®r STABILIZER ACCESSORY.) J Z • FILTER/DRIER 0 .. OUTLET 0 SERVICE : s:..1 (� 0 6 VALVE w 4 < ir-° .*....\ Li o -.-,... .1 rN1 am CC ''' 0 NECEIVER 1-1' n N LL Q EZ Cb 3 W .: Z a PIPING DIAGRAM0ft B52AL2200 - ( 2 ) EMP446 - 8 DATE: NO SCALE . NOV. 25' 1992 FIELD PIPING FACTORY PIPING PROJECT NO: 32215 'JIFFY. 4 DF ' 7319 SW Kable Lane Suite 500 13 of 13 If this notice r,1i1)ears clearer than the document, the document i of ntar2inal quality. MAY ] 91997 IIIIIIIIIIIIIIiIII��f11�, ,� ,�I� IIII�II� III � IIiIII�IIIII1I1II ,1IIII►1IIIIIjI�►1I1!I1III11I 1I►1IItI11I1I1i ► I �Ii�I�III�I , , , , 1,i ; II1IIIIIIII1IIII 111111111111111 1111111111111I111 2 4 X W J 0` INCH 711 llrlI 1 INTI►Inlllliliull����I���il!iiilui�l1111�niilnnlinilnnlnnlunlnn�un imihminidmihniiinidiiiiiii��l11111;uihimiillidlnililphilomillinimidin iiiiilmoiinihin lith Ii iIi=h�iil�i��I�it� In ninl�it�linthiniul mi— hmini liinliminiilinthim 7319 SW KABLE LANE, OBP III 4 OF 5 BLDG. 221(G) SITEWORK AND SHELL r--- , . . . 11' ADDRESS: .1 319 c.:•- u3 tT1 P IL, , 1:. \.ert . 2.2 i (..( eS1 .e.u.loilkc cNa s w if Ig, Si .,, Y ir 1 1 is\records\microflm\targets,bu'lding.doc 1 I i 1 1 I rppw--_______ *11 INSPECTION NOTICE �. _ City of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97223 e`� Inspection Line (Ref-OO-Phone): 639-4175 Business Phon : 639-4171 Inspection: -')./.1a-- Footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL, Post/Beam Struct. San. Sewer Framing ‘11-Bldg. ,I Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor dater Line Gyp. Bd. J-Mech. Onto Requested: .3.-- P' a 7/ [noel i. AM PN Address: 7_1 1 i,""� -_ Pstelt of 1`/G� �w,_ Builder: l7 L r'-e> , THE FOLLOWING CORRECTIONS ARE RFQUIPFD: • (‘6CP Avrtki Qi' :At"/Alt/c'.e <705/Z r 1 i 7s, ,- -y A I ______ I Inspector, Dates J -` O - 9/ /_ ._ ✓A/PPROVED ___ DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Relnsp. j I I LL-____ L . 4-.I IF 4400 ,N 0fre'ru -4,,' '''•10"i"wieme r, •' ^' 0mollse^C'^*"'"�Frw�M•ser ;,ill '' 1�.i .�. +.1Y-rY^.,.. •.�, .... •sin 1 f , • e ,,, CITYOF TIRD . „------ ,,,,. t ''�'',NI, • COMMUNITY DEVELOPMENT DEPARTMENT MUMx 13125 SW Ho:Blvd. P.O.8a 23397.Tipvd,Oregon 97223(505)639-4175 PCUNNING PERMIT — — F'LM91-0016 639-4171 DATE ISSUED: 01/30/91 r�- SITE ADDRESS. . . . 7319 SW KABLE. LN PARCEL: 2 5112AC-01100 SUBDIVISION • FANNO CREEK ACRES TRACTS ZONING: I-L . 1 BLOCK LOT •21 .: CLASS OF WORK. . :NEW -�- GARBAGE_ DISPOSALS. . : MOBILE HOME SPACES. : TYPE CF USE •COM WASHING MACH : BACKFLOW PREVNTRS. . 114 1.:,. OCCUPANCY GRP. . :B2 FLOOR DRAINS : TRAPS STORIES • 1 WATER HEATERS : CATCH BASINS : FIXTURES-----------._ - LAUNDRY TRAYS SF RAIN DRAINS SINK6 • URINALS • GREASE TRAPS LAVATORIES OTHER FIXTURES TUB/SHOWERS. . . . : SEWER LINE (ft ) : WATER CLOGt'TS. . s WATER LINE (ft ) a cOQ� ,• DISHWASHERS. . . . : RAIN DRAIN (ft ) r c Remarks : Add interior~ water line f(-_•r tenant build-outs. Owner: FEES - ,, PACIFIC F I L" REALTY ASSOCIATES, LP- - -----. - 1type amount by date rebut , 111 EW 5TH AVENUE, SUITE 2950 PRMT $ 57. 50 / / el. 'j4 0 PLCK $ 14. 38 / / 't PORTLAND OR 97204 5PCT $ 2. 88 / / i '`*Ay.', ., Phone tis 224-6540 PAYM $ 74. 76 .)LH 01/30/91 1 1 •1 Contractor: - Y,. DOWER PLUMBING COMPANY P. O. BOX .:23144 t TI GARD OR 97223 " 1 Phone R: 297-3941 t 74. 76 TOTAL 1 ..- .: Reg ti. , : 52378 '. 4 .... _. _-_ REQUIRED INSPECTIONS -------- '''. this permit is issued subject to the regulations contained i^ the Water Line Insp `; Tigard Municipal Code, State of Ore. Specialty Codes and all other Rough-in Insp __-__ -_�'_-_ applicable laws. All work will be done in accordance with Final Inspection — approved plans. This permit will expire if work is not started -`— '''' P within 160 days of issuance, or if work is suspended for more than 181 days. —_.___—_—..___...._._____-- ti Permittee 5ionalture : ; Issued P /0420•1_ _ 0' Call for inspection - 639-4175 • 1 ii oC' ''':,',4;',m a °,, 4' ,? , it a a i,.r4 4 a via to ' . ,. .. Yr._ 1 J ,rr r .. ,�o- :..«....q^.`M•MMMM: 1441�",a t4/..*** '10."440.2"- ,may, y, :...w.+m ......i.w.. 1 , •••• .�,ti i '1 y A lri" e1 { 1 1 1 CITY OF TIGF1RD "-- RECEIPT OF PAYMENT RECEIPT NO. 191- P0919w 1 CHECH AMOUNT : 74. 7(‘ C NAME s POWER PLUMBING CASH AMOUNT : 0. 00 1 ADDRt5E; : PO SOX 2:5144 PAYMENT DATE : 01 /30/91 i SUBDIVISION : T I OARD, OR 97c:2.3— 731 ') RABL.F PURPOSE OF PAYMENT AMOUNT P(1ID PI,IRPOt;E. OF PAYMENT AMOUNT 1'A1D 1 PLUMBING PERM PLM91--001 EA "' .. I ST. BUILD PER 4. lis? 1 'f SHELL °{ 'form_ AMOUNT PAID - --> ;4. 76 ' I . , , ; 4� i'''• , t y i *1 ' ¢,A "+R�65-gy0 A •"1:+ S ' ' j4:.;,' rc y� . • • 1 'i: I rw✓,' , A ' + • wkn �'' � � T . . FI f I- ARD.� T T PLUMBING PERMIT rrPERMIT 0 : PLM91-0016 CITYOF BOOM COMMUNITY DEVELOPMENT DEPARTMENT \ oelooN / 13125 t3W 14611 BMd P.U.Bu.23397,Tigard,Oregon 27223(503)63041 lb DATE ISSUED: 01 /30/91, SITE ADDRESS. . . : 7319 SW KABL.E LN PARCEL.: 2S 1 12AL -01 1 Q SUBDIVISION • FANNO CREEK ACRES TRACTS ZONING: I-L BLOCK : LOT :21 CLASS OF WORE. . :NEW GARBAGE DISPOSALS. . : MOBILE HOME SPACES. : TYPE OF USE . . . :COM WASHING MACH • BACKFLOW PREVNf RS. . : 1 OCCUPANCY GRP. . :B2 FLOOR DRAINS : TRAPS : STORIES : 1 WATER HEATERS : CATCH BASINS : FIXTURES----------- -- LAUNDRY TRAYS : SF RAIN DRAINS : SINKS s URINALS • GREASE TRAPS : LAVATORIES s OTHER FIXTURES - T IB/SHOWERS SEWER LINE (ft ) . . . . : WATER CLOSETS. . : WATER LINE (ft ) •500 DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . : j,,, ' Remarks : Add interior- water line for tenant build-outs. i OWNER: __.___._._._.__._ _ FEES t PACIFIC REALTY ASSOCIATES, LP PRMT $ 57. 50 / / 111 SW 5TH AVENUE, SUITE 2950 PLCK $ 14. 38 / / 3PCT $ 2. 88 / / M+� PORTLAND OR 97204 PAYM $ 74. 76 .JLI$ 0t /30/91 I 1 Phone N: 224-•6540 J 11 Plumbing Contractor: Name: _ �_• -- —Address:: 1 -��- 3i Cit : St City Z � ate: rc___ Zips-_9- -3 Phone*: 2 5f y j3 iO. Reg w:—S23.Ze _ ---- •------- REQUIRED INSPECTIONS - -- This permit is issued subject to the r1>•g .':t'' ulations contained in the Tigard Municipal Water Line Insp _ I Code, State of Ore. Specialty Codes ani all Rough-in Insp other applicable laws. All work will b1► done Final Inspection I r 1 in accordance with approved plans. This -' permit will expire if work is not started _ '" within 180 days of issuance, or if work is _ susperded for more than 180 clays. -` - xL---___1010____ Authors ed Plumbing Contras r Signature __ Call for inspection - 639-4175 Contractor Notes : __ , , j I - --- — + 1 . 1 r ►L.- _ _ _Allhilliffi.� ._ ___r_A • # , t • td c, :• 7 H Hi i . 'I "i E . 7 I • I. •:, E C; F. a ; 1 E c.• . 1 . ,-?, • • 77)4C N . La000rr Avenue w. P. O. E',or 17'12c • . Poi ti.mnd, OR 7211-Ui : RECEIVtO Phone: ( EIO ) :ear.4- 1 7-•,7. FAX: 2°'a- J ^1` LSC 2 199x] :yilv"peci,al tri pect1or COMMUNITY UEVEIUVMENI i . pAIL'1 F'IELL' REPORT x� •.,. 1 - 1E/90 LAE REPORT NO. .C�4-i::C'-327 `i' LIENT : HL Greet, Company W RH,' O . q. 4,. I ` 'F,DJEGT : FiuildiIKt 221 , 1 'Cc F,DDRE7 . 1 1'3. r d, Ur e•_ul, ,.', r'E OF INSPECTION : t.ru: tur�J Et.e'e.l ".r''it t NO: Wf r,T:-IFF cloudy TEMP : �• IRC..E .. Illi ipect.ion Notes: I _' formed a random •. 1 •_.u._.1 iii .'_•:tion of (ii,id ,:riiz d ,I stud to Lilt p,:,nc1 embed . t.e huild'in ,r _2! r .,i tl,, ;,Guth .v.h:.1 eaEt w.i:J .Is . j was rioted the weld quality cor}f"rmcd 1,. OW,, ,..ode on the weld_ inspected. It s ...',.E Hotted dt s.e.'er 3l Acct iun_ tli w.: 1d Ie Hc!th did riot. quite Ileac:h the spe!ci1 ied . • :,f weld on the web Bidet of t.lit- '.t.u.1c. . We1dT: ranged 3 . 25 to 7L . 75. " . However , , I 1 : ...: t i orial weI d mat.er i i.l •Dri the ( l r,i•1i1E fide of thestud e,.c&tided th° specified 1 r'cAnQir"i'�• to ,. . ' LHlc,,,,it.t I i'..: : _me. w•_.I•,� ,.,.:.ed :L t. one 1.,c.i t l on , -, _•. i_t NE l 1 l.i•-t6 Lac 11.1 ,•. ..I :11 c,..cC 'i : ie of tIi l 4.tuci . ::t , he '..Ut 1. ii_. ! l . L,u�i1C.1Ii� ;,r',ille•s were Poltec 'i tilt . 1 panel .:1rit'I welded L:, '..he ,, ' L_'1 NeI , a 1 w<'s_ x�. I -vr�d ..a 1. [.I,4:%c. local iti .r ' n 01 . .1 I . , . : ,. , , I . ., , i' • 11 irl i IJIJMF•EF 1:574 _.r EI I 1414 -, ..$1 I' .11.1; L .. .r• _i I. , ei k • '11' • F-FI . '1 • i,. I I J ; 1 is x':11 . r , I :11 '--1:f. .. . . ii. Lil - ,,i'll rr . , v,,- t. Ir 4 ._ . �, � r t 111. 2r �; .wi1 r---- _ _._ 1 f____ ,., . 411 1 INSPECTION NOTICE e'r4� City of Tigard Building Department i 13125 SO Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-0-Phone): 639-4175 Business Phone: 639-4171 Inspection: __-f " Footing Plbg. Und !slab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. I Post,'Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. Mech. Date Requested: /i T./LO -74 T1net .tAM PM Address: /3/if.4,-/ ) -;),w;0 / Permit Si 7,iefi" L2I0 r}- 1 Builder: 11 L "?..-ee--}t-D THE FOLLOWING CORR$CT / B ARE REQUIRED: 1 ____if Inspector,_ �• __ Date: //— ice- TCJ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. I I I I • r. .11 INSPECTION NOTICE City of Tigard Building Department 13125 811 Bail Bled. Tigard, Oregon 97223 Inspection Line (Roo-0-Phone): 639-4175 Business Phone 639-4171 Inspection: - 34i L Footing P . Underulab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gae Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Much. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mech. Date Requested: /1—ZIT-/94 Tient N AN PN / Addrss2: ,3/f 4LL f C_ -�_/ Per'iE (►y t Builder: t-/L �Y„_ THE FOLLOWING ODRRECTIONS ARE REQUIRED: — r � Inspector: Dete: _ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Cell For Rsinep. 1 r------- INSPECTION NOTICE City of Tigard Building Department (, P O Box 23397 Tigard, Oregon 97223 Ai Pho`ne: 639-4175 Type of Inspection `r Q/!//,7P'/a )/7--/ / Date Requested (� //, /'/S qG Time AM.), /\ P.M. Address .j3/ / 5 !.v /�P A4 i`"" hhit #9,0-6/692 Owner .-. _ �C � r Lot #t Builder /4 ! 6 fen-7 The following Building Code deficiencies are required to be corrected: Presented to --- � �i — �'Approved Inspector JAE - CJ Disapproved Date CALL FOR REINSPECTION CJ YES NO L. 1 M1 M K�1I yl. r I • ' rIVMw►[l{ IAN!Mt1!W', WMI'!* MWv,,.. .,...•:w.,..,,«.w.r....«,......_.... ,. ..,..... NORTHWEST TESTING LABORAT© l', IFS, INC. CONSTRUCTION INSPECTION 5405 N Lagoon Avenue NON•D[f TRUC TIVE TESTING ' MATERIALS INSPECTION P.O.Box 17126 WELDING CERTIFICATION y,q CUEMICAL ANALYSIS SO,L TESTING ►NTSICAL TESTING Portland,Oregon 9 721 7-01 26 ASSAYING Phone.(503)289 1778 November 6, 1990 FAX.289-1918 LAB REPORT NO. : 908791 Special Inspection DAILY FIELD REPORT • CLIENT: HL Green PROJECT: Building 221 JOB ADDRESS: 7319 SW Kable Lane Tigard, Oregon 4 TYPE OF INSPECTION: Welding PERMIT NO: 90-1082 WEATHER: sunny TEMP: ° , Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformPt::ca statement, etc. )• Performed visual inspection of beam hanger to tilt panel embed plate connection field welds roof level grid lines C, 5 to 7 , B, 7 to 12 . • 4 The welds inspected conformed to AWS D1 . 1 and detail 1B-RF and 1A-RF of the MacKenzie/Saito detail book. ) � I CC: HL Green INSPECTOR: Charles Carmien Ci' ! of Tigard MacKenzie/Saito NUMBER: 574 • AS.MUTWL PROTECTION TO CLIENTS THE PUS IC AND OURSILVFS ALL REPORTS ARE SUSMITTEO All Tut • CONFIDENTIAL PROPERTY Or CLI IN?/AND ARE INTENOEO EOR?NE USE Or OUR CLINTS ONLT NOOTNtR PERSON OR(NWT?MAT UTILISE THE REPORT OR AN•PORTION'WNW,FF11NOU1 OUR*MITTEN AU1IORITATION • T ' • ti ,f' a Aw ,R ,A.w+Aq►v✓/P ,00,00,440.4,40.• ,'„i,,,,,,--------7- R k. . NO '' THWEST TESTING LABORATORIES INC. CONSTRUCTION INSPECTION 5405 N. Lagoon Avenue NON.O[{TRUCTIV[ TE/TIN: yi MATERIALS INSPECTION P0 Box 17126 WELDING CERTIFICATION ...r. >FCll[MICAL ANALYSIS SO,. TESTING } PNTSICAL TESTING Portland,Oregon 97217-0126 INO ', Phone,(503)289.1778 '1 November 5, 1990 FAX 289-1918 LAB REPORT NO. : 908790 `' Specia]. Inspection 1 DAILY FIELD REPORT CLIENT: HL Green PROJECT: Building 221 JOB ADDRESS: 7319 SW Kable Lane • r1 I, Tigard, Oregon ,, ,:.r.1 TYPE OF INSPECTION: Welding s f j PERMIT NO: 90-1082 WEATHER: cloudy TEMP: f Insp. ction Noes: (Include location, testing data, substitutions/deviations, 1 materials and methods of construction, conformance statement, etc. ) It was noted on the tilt panel to foundation connection at grid line 15 that • `w`,' plates had been para bolted into the concrete foundation where the embed �."'. plates in the tilt panel did not line up the embed plates in the foundation. . • Performed visual inspection of tilt to tilt panel "butterfly" connection ,:. welds grid lines G an 1 . The welds inspected conformed to AWS D1 . 1 and the Mackenzie/Saito detail book. Observed welding of beam hanger to tilt panel connection welds grid line A welds observed conformed to AWS D1 . 1 and the Mackenzie/Saito detail book. , The welder of record for the beam hangers was Daniel Berton, City of Portland welders certification tE-358 . I • 'r4 CC: HL Green INSPECTOR: Charles Carmien I City of Tigard « MacKenzie/Saito NUMBER: 574 F AS A MUTUAL PROTECTION Tp CLIENTS TM(PUNIC AND OURSELVES ALL R(PQP?S ARE/U/MITT(D AS TM( CONEIDENT,AL MOPE.TT OE CLIENT{AND AIN INT(NO(DEOR 7HE U/[OE OURCLI[N.NONLE NOCITM(RP(R/ON OR ENTITT MAT UTILIE(TM(REPORT OR AN,PORTION THEREOF'*AMMO OUR WRITTEN AUTMOM(ATION r C • Ar W 4 - , A rr----7' NORTHWEST TIES FING LABORATORIES, INC. CONSTRUCTION INSPECTION 5405 N Lagoon Avenue NON.O[{TIIUCTIV[ TESTING ' /1 MATER,AL{ INSPECTION PO Bok 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS PHYSICAL TESTING Portland,Oregon 97217-0126 {O ASSAYING i Phone (503)289-1778 FAX 289-1918 November 1, 1990 LAB REPORT NO. : 908787 i t { Special Inspection '.- DAILY DAILY FIELD REPORT ;'. CLIENT: HL Green PROJECT: Building 221 Oregon Business Park III JOB ADDRESS: 7257 SW Kable Lane Tigard, Oregon TYPE OF INSPECTION: i 1 PERMIT NO: 90-0182 WEATHER: sunny TEMP: 0 SOURCE: MIX PROPORTIONS SLUMPTICKET NO. U ------- -- ---- ----QUANTITY MIX TEMP. 1 li Inspection Notes: (T,,clude location, testing data, sub3titutions/deviations, materials and methods of construction, conformance statelmmit, etc. ) Performed visual inspection of completed beam hanger to tilt panel connection II field welds grid line G. The welds inspection conformed to AWS D1 . 4 and C ' detain 1B-RF of the MacKenzie/Saito ani, Associates detail book. . , ,I Performed visual inspection completed tilt panel to tilt panel butterfly w connection welds grid lines 25 and A. The welds inspected confo•:med to AWS .j D1 . 1 and detail 17-6 of the MacKenzie/Saito and Associates blueprints. 1 ( • tk C'' : HL Green INSPECTOR: Charles Carmien ;f, City of Tigard y,, NUMBER: •1. , s Al A MUTUAL PROTECT ON TO CLIINI1 THE PU.LIC ANO OURSELVES ALL REPORTS All{U{MITTEO AS THE CONFIDENTIAL PROPER/Or CLIENTS AND AREINTENOer FOR THE USE O.DUO CLIENTSONL`NO OTHEPPER{ON o . OR[NTITT MAY UTILIZE TNI REPORT 00 ANT POPTION THEREOF MTHOUT OUR'RRITTEN AUTHOIhEATION r1. . I �y 4 • , '� T A 710 A 4, r--- - Nell\\ H V<• S TES S N CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue NON•D[STRUC7IV['CITING :y .,' MATERIALS INSPECTION OBox WELDING CERTIFICATION i P CHEMICAL ANALYSIS SO,L TESTING PNYIICAL TESTING Porland,Oregon 97217-0126 INO Phone (503)289-1778 FAX 289-1918 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NC. : 908607 CAST BY: Risk Griesenauer SLUMP: 5. 5" PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 1 Building 221 ADDRESS: 7319 SW Kahle Lane DATE MADE: 10/17/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATF RECD: 10/18/90 4 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX i 1 ADDITIVES: VR / +20 gallons , ! SOURCE: Ross Island Sand and Gravel ' CONDITION OF STORAGE: ASTM TICKET NO. : T4-0002n AIR rEMP: 60° TIME: 11 : °0A CU. YARDS: 1 of 7 LOAD NO. : 1 CONC. TEMP. : 65' WEATHER: cloudy % AIR: 5 LOCATION OF POUR: Ruild; ng 221 edge panels only . I :,°!, f • Test Weight Max. Load - lbs° Ago t : i. Date Mark Pounds Load per sq. in. AveraggTested 10/24 23 . E 2850 7 days 10/24 28 . / 2880 2865 7 days i 11/14 28 . 2 4030 28 daysIld 11/14 28 . 2 4000 4015 2.8 days If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hiet.pas at 289-1778 . Thank you. cc: HL Green City of Tigard Supplier MacKenzie/Saito AS A MUTUAL PROTECTION TO CLIENT• 1HE a11SLIC AND OURSELVES ALL REPOaTS ARE SUBMITTED AS THE CONFIOENIIAL PRO►ERT'•OP CLIENTS MVO**E INTENOCD foil THE LAE Of OUPCLIENTS ONLY NOMut*PERSON OR ENTITY MAY Ott If THE REPORT OR ANY PORTIO'YHfPEOP WITH JUT OUR WRITTEN AUTHORIEAI pN • ,v J1 L. F • I r1 fd�r0�,eJ' " _ter__ An _ _ _. � II y'gt,:;'.,, NORTHWEST [ES f lNG LABORA TORIES, INC. g 'xnS. CONSTRUCTION INSPECTION 5405 N. Lagoon Avenue NON•D[STRUCTIV[ TESTING 1 MATERIALS INSPECTION P.O.Box 17126 WILOINO CERTIFICATION ( CrItMICAL ANALYSIS iO,L TESTING 1 PNYSICAL TESTING Portland,Oregon 97217.0126 ASSAVINO i Phone.(503)289-1778 FAX.289-1918 October 16, 1990 LAB REPORT NO. : 908603 Special Inspection DAILY FIELD REPORT CLIENT: HL Green PROJECT: Building 221 & 222 JOB ADDRESS: 7319 SW Kable Lane Tigard, Oregon TYPE OF INSPECTION: Reinforcing PERMIT NO: 90-0182 & 0181 WEATHER: clear TEMP: 68° 1 l i ' Inspecti,,n Notes: (Include location, testing data, substitutions/deviations, materials and 'ethor'ys of construction, conformance statement, etc. ) Visual. inspection of reinforcing for tilt panels 13A and 21A. Also 24 assorted edge panels on building 221 reinforcing is in conformance with approved drawings. Several panels need to have sawdust cleaned out before concrete is placed. Scheduled for 10/18/90. Building 222 need to check previous inspection sheet to determine if addition ;j panels are built that require inspection before concrete is placed. i • r „ I N 1? r ii I, n IPJ'.,{'' 4?':',. CC: HL Green INSPECTOR: Rick Griesenauer City of Tigard tei . MacKenzie/Saito MacKenzie Saito NUMBER: 562 i,,te, ,,4J 1111{ ..q I.„j AS A MUT 1.1.0,(C•AL1.1.0,(C• N O'(C•O •O CLRNKI IS ?St PUC ANO OVR$(Iv[A A REPORTS ARE SUSAPTTED AS TNt , �,.--¢ill ; 1,1T¢_ CONFIDENTIAL PROPtP',OF CLIENTS ANOMIE INTENDED FC' 'NE US(or 7URCLI[rITSOhL•NOMNER PERSON t +YH',� OR INTi••MA'UT,-Ift'NI RUNIC,OP ANvPORTION TNtPtP r OP..., SUR 1YR11/[N• t U NR:2 OATION nrP , r lila- -iP's'W, 1:'s ) ,r 1 _ -- 1 r 1 NORTHWEST HWEST TESTING LABORATORIES, INC. CONSTRUCTION IN..P[CTION 5405 N Lagoon Avenue NON.D[STRUCTIV[ TSSTINO MATERIALS WSPEcTION P0 Box 17126 1"'[LOINO CERTIFICATION .;�; CII[MICAL ANALYSIS C SO.L T[/TINO PHYSICAL TTSTINO Portland,Oregon 97217-0126 Af5AYIN4 l' ' Phone (503)289-1778 ' October 15, 1990 FAX 289-1918 LAB REPORT NO. : Q08600 fi 4; Special Inspection °�„ 1,` DAILY FIELD REPORTy' IA CLIENT: HL Green + , PROJECT: Building 222 JOB ADDRESS: 7319 SW Kable Lane Tigard, Oregon T"PE OF INSIFCTION: Resteel PERMIT NO: 90-0181 WEATHER: cloudy TEMP: 58e 'F1 ' 1 Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) , Visual inspection of tilt panels 24 , 20, 26, 22 , 14 , 11, 10, 3 , 8, 7 , 6, 5, 4 , 3 , 2 , 1, 27 conform to approved drawings. Forms still being buttoned up outside will need to check clearances before pour. 1 i , CC: HL Green INSPECTOR: Rick Griesenauer ., City of Tigard MacKenzie/Saito NUMBER: 562 io AS A MUTUAL RROT[C'ION TO CLIENTS THE RUSLIC AND OURSELVES ALL REPORTS All SUIRAIT ID AS VHF fik. ,. CONFIDENTIAL►SORERTT AR CLIENTS AND I INTINDCOFOR'.T LA M OURCLIENTS ONLY NOOTHIR►I WIN OR ENTITY MAY Olt IIT THE RESORT 00 ANY►OPTION T 45510E A'HOot OUR MISTTEN AUTHOOIEAT/ON 01400- -11 ) NORTHWEST TESTING E. ABORATIORIES, INC. 5405 N.Lagoon Avenue NON•OtSTRUCTIVE TESTING , I CONSTRUCTION INSPECTION 5405 C[RTISICATION SS, MATERIAL,. INSPECTION PO Box 17126 SOIL TESTING CHEMICAL ANALYSIS Port end,Oregon 97217-0126 ASSAYING .Nr11CAL,TESTING ' Phone (503)28 -1778 , iOctober 15, 1990 FAX 289-1918 LAB REPORT NO. : 908597 r } Special Inspection 1 DAILY FIELD REPORT , • CLIENT: HL Green PROJECT: Building 221 JOB ADDRESS: 7319 SW Kable Lane Tigard, Oregon ' ' TYPE OF INSPECTION: 1 PERMIT NO: 90-1082 WEATHER: cloudy TEMP: 50° 41 Inspection Notes: (Include location, testing date, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) r Visual inspection of tilt panels for building 221 . Panels 6, 2S, 4S , 8S, 10S , 51, 44 , 34 , and 47 . Reinforcing conforms to approved drawings with resteel lifted several areas to obtain clearances and areas untied finished up before concrete placement. Ok to pour. 1 I I CC: HL Green INSPECTOR: Rick Griesenauer City of Tigard MacKenzie/Saito NUMBER: 562 : I i 41.0 1 N S MI1U* PROTICTION To CLIENTS THE PUSLIC AND OURSEL.tS AL.REPORTS 505 SUBMITTED AS t..1 COSISIOENTIAL IMIORERT•OT CLAN'S ANOMIE DONLY MR4ON OR WIT.MAT 11Lit5tot P5PORTOP AN000i'IONMtKOt WtN0J?OUP RRTTSN 1r00EA,ON 1 NOR ! Il-1 EST TESTING LABORATORIES, INC.• •,,{ '.. CONSTRUCTION INSPECTION 5405 N Lagoon Avenue NJN•DEfTRUC TLV[ TFf TING MATERIALS 1 NSP[CTION P0.Box 17126 WFI.DINO CERTIFICATION r • Cr1EMICAL ANALYSIS SO.L TEST NO 4.' PHYSICAL TESTING Portland,Oregon 97217-0126 ASSAYING Phone:(503)289-1778 FAX 289-1918 1`I CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 908599 CAST BY: Rick Griesenauer SLUMP: 4 . 5" 1 PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 ADDRESS: 7319 SW Kable Lane DATE MADE: 10/15/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECFD: 10/16/90 4 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX i I 1 ` ADDITIVES: VR SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. * I14-98313 AIR TEMP: 50° TIME: 9 : 9OA CU. YARDS: 9 of 45 LOAD NO. : 5 CONC. TEMP. : 64 ° WEATHER: cloudy % AIR: 5. 5 LOCATION OF POUR: 44 , 34 , 47 Building 221 . Tilt panels 6, 2S, 4S, 8S , 10S, 51 . Test Weight Max. Load - lbs. Age Date MarkPounds Load per sq, in. AverageTested 10/22 28 . 2 3220 I days 10/22 23 . 2 3180 3200 7 days 11/12 28 . 2 4660 28 days 11/12 28 . 2 4700 4680 23 days I If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. I cc: HL Green City of Tigard Supplier MacKenzie/Saito AS A MUTUAL PROTECTION TO CLIENTS THY PUBLIC AND OURSELVES ALL MPORTS ARF SUNAITTED AS THE 1 CONPIO[NTIAL PROPFRTY Or CLI FNTS A ND ARE INTENDCDPoI TN(USE Of OURCLIENTSONL,NOOTUCR PFMON OR ENTITY MAY UTILIEF TNF REPORT OR AN.POP,ION?HMO.TYITHOUT OUP worm EN AUTUOIRSATION I I iNINIMIIIMPlhonmulmimlommliniglaininswprimPaziermesurrnmeassour • • I • NORTHWEST TESTING LABORATORIES, INC. 4; i, CONSTRUCTION INSPECTION 5405 N.lagoon Avenue NON•OCSTRUCTIV[ TESTING 1 MATERIALS INSPECTION PO.Box 17126 WELDING CERTIFICATION .. SOIL TESTING CHEMICAL AN.LYSIS PHYAIC +o Portland,Oregon 97217-0126 ASSAYING Phone (503)289-1778 7,y'' FAX 289-1918 's • 1't, ;i1', CONCRETE COMPRESSION TESTS ta. TESTED FOR: HL Green REPORT NO. : 908598 i,`: CAST BY: Rick Griesenauer SLUMF : 3 . 5" I .` PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 *' Building 221 YY ADDRESS: 7319 SW Kahle Lane DATE MADE: 10/15/90 1 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DI'.TE RECD: 10/16/90 4 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: VR iISOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T4-98310 AIR TEMP: 50" TIME: 7 : 45A CU. YARDS: 11 of 20 LOAD NO. : 1 CONC. TEMP. : 64 ' WEATHER: rain % AIR: 5 . 5 LOCATION OF POUR: 8S, 10S, 51 , 44 , 34 , 47 . Building 221 tilt panels 6, 2S, 4S. Test Weight Max. Load - lbs. Age Date Mark Pounds Load per sq. in. AverageTested 10/22 28 . 3 3450 7 days I 10/22 28 . 3 3340 3395 7 days 11/12 28 . 3 4510 28 days 11/12 28 . 4 4400 4455 28 days If you should have any questions regarding this or any other report, please contact Alesia Preston o Jim Hietpas at 289-1778 . Thank you. cc: HL Green City of Tigard Supplier MacKenzie/Saito J AS A MUTUAL PROTECTION TO CLIENTS THE PUKIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE CONTID(NTIAL PROPERTY Or CLIENTS AND ARE INTI I'O(D FOR'HEUSI O.OUR CI I[NTS ONLY NOOTN(R PERSON OR INTITT MAT UTIIIEE THE REPORT OR ANY PORTION THEREOF NITHOUT OIIR TVIRRIN AUTHORIZATION Mb .4 • * A IP , lead 1 4Y 4 il w : ,, Iwi lit* 'Ilm'. 3 o !, 4%.f44011 • fi <<: NORTHWEST TESTING LABORATORIES, INC . Ir M,1 Vl,ry�4. CONSTRUCTION IN[PtCT10N 5405 N.Lagoon Avenue NON•OL[T RUCTIV[ TESTING ,!i� t':*., MAT(RIALS IN[PICTION PQ. BUM 17126 N£L.OINO CERTIFICATION 4.i e.0 ,FYI CHEMICAL ANALYSIS FOCI TESTING PMY4,cAL TESTING Portiand,Oregon 97217-0126 ASSAYING a '` Phone (503)289-1778 ; FAX 289-1918 . ". October 12, 1990 LAB REPORT NO. : 908594 t "s Special Inspection f.,: 1 DAILY FIELD REPORT 1 CLIENT: HL Green PROJECT: Building 221 , JOB ADDRESS: 7319 SW Kable Lane L Tigard, Oregon TYPE OF INSPECTION: Resteel r PERMIT NO: 90-0182 WEATHER: cloudy TEMP: ° f 1 Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) , i Resteel for spandrels S2-4-8 and 10 consistent with plans and specs. J 1 j £ 1 I I I ,' I. y i CC: HL Green INSPECTOR: Doug Hil].yard City of Tigard p NUMBER: X63 MacKenzie Saito5 �I ' 1 r is j fi 3I •s A A.y•�AL PROTt:'TION TO CLI[NT[ TME PUBLIC AND OUR[EIVIS ALL REPORT[ARE[UMAITTtO AS'Mt ONrIOI'..,AL PROOERTV OPCLI[Ntt AND APE INtjNO[O TOR TI t USI Or DURCLItNttONLT NOOTMERPER[ON OR ENtIT.MAT UTILI[t'Mt REPORT OR AN♦00atlOh THERMO'RI?MOUT"'UR d1RIREN AUTMORITAt,ON r I - • , • L . • . I NORTHWEST TESTING LABORATORIES, INC. 11 �;.,: (' CONSTRUCTION IN{P[C LION 5405 N.Lagoon Avenue NON.Ot{TRUCTIVt TESTING L:• fi „Iy,• MATERIALS IN/►LCTIpN PO.Box 17126 WELDING C[RTI/KATION CII[MICAL ANALYSIS AO L T[/iINO v' PNTAICAL TESTING Portland,Oregon 97217-0126 ASIA TING Phone (503)289-1778 l October 11, 1990 FAX.289-1918 LAB REPORT NO. : 908591 1 Special Inspection i DAILYFIELD REPORT . 3, 1 i CLIENT: HL Green PROJECT: Building 221 , l JOB ADDRESS: 7319 SW Kable Lane Tigard, Oregon I TYPE OF INSPECTION: Resteel PERMIT NO: 90-1082 WEATHER: cloudy TEMP: 1 ► Inspection Notes: (Include location, testing data, substitutions/deviations, ,, materials and methods of construction, conformance statement, etc. ) 1 Visual inspection of resteel for panel number 1 through 15 reinforcing is in , ` conformance with approved drawings but clearances for resteel have holds on '`� + 14 , 15, and 9 until ok'ed by MacKenzie/Saito for concrete. r I: I I • 1 * 0 t ,, CC: HL Green INSPECTOR: Rick Griesenauer ` City of Tigard . , ' ! ' MacKenzie/Saito NUMBER: 562 (: , • i. rr y i t r1' 1 • AS A MUTUAL PROTtCTI0N TO CLIENT{ 1Mt PUSL C AND OUR{TLAIS ALL REPORTS ARE/U{MITTLD AS TNT CONTIOENTIALMOPLRTT Or CLIENTS ANO ARE INTENOLO AOR TNL USE Or OUR CLIENTS ONLT NO OTRIP PERSON OR tNIItT MAY LOU!T0404.06?00 AN,PORTION TNERTOP EntlynLIT OUR MIMTTtN AUYNORIEATION V ; YI - 3 1 O• e rE,�� Z (firr. L . NORTHWEST TESTING LABORATORIES, INC. CONITRUCTION INSPECTION 5405 N.Lagoon Avenue i MATERIALS INSPECTION NON•LESTRUCTIV( TESTING "; 1 + PO.Box 17126 WELDING CERTIFICATION C IIEMICAL ANALYSIS SOIL TESTING .. •HY(ICAL TESTING Portland,Oregon 97217-0126 MG ` � 1 Phone.(503)289.1778 i. ': FAX 289-1918 CONCRETE COMPRESSION TESTS ,, 4', 1 TESTED FOR: HL Green REPORT NO. : 908593 ' r CAST BY: Rick Griesenauer SLUMP: 5" rr(''. PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 '' Building 221 ADDRESS: 7319 SW Kable Lane DATE MADE: 10/11/90 . Tigard, Oregon '° TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 10/12/90 4 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: VR SOURCE: Ross Island Sand and Gravel { CONDITION OF STORAGE: ASTM t,1.11 TICKET NO. : T498101 AIR TEMP: 40" TIME: 8 : OOA CU. YARDS: 11 of 44 • I LOAD NO. : 4 CONC. TEMP. : 55° WEATHER: cloudy % AIR: 6 1 LOCATION OF POUR: Tilt panels 13 thorugh 1. Test Weight Max. Load - lbs. Age Date Mark pounds Load per sq. in. Average Tested i 10/18 28 . 2 2690 7 days 10/18 28 . 2 2650 2670 7 days 11/8 28 . 1 4250 28 days 11/8 28 . 1 4280 4265 28 days l 1 If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. cc: HL Green City of Tigard Supplier MacKenzie/Saito AS A MUTUAL PROTECTION TO CoENtS THE PUSLIC ANO OURSELVES ALL REPORT{AR($USMITTED AS THE f CONFIDENTIAL PROPLSTT OF CLIENTS ANDARE INTENOEO FOR THE USE OF OURCLIENT$ONL.NOOTHESP(RSON OR ENTITY MAT UTIL'j(1Nt Pt PORT OR ANY PORTION TNjP(OF WITHOUT 0140 WSITTEN AUtNOINjAT QN A i. _-J i ' '- '1 NORTHWEST TESTING LABORATORIES,LIES, INC. CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue NON.DESTPUCTIV( TESTING MATERIAL[ INSPECTION P0 Box 17126 WELDING CERTIrICATION CHEMICAL ANALYSIS SO.L TESTING PHYSICAL TE.TINO Portland,Oregon 97217-0126 ASSAYING Phone (5031289-1778 1 GAX 289-1918 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 908592 CAST BY: Rick Griesenauer SLUMP: 3" 1 PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 I ADDRESS: 7319 SW Kable Lane DATE MADE: 10/11/90 i Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 10/12/90 " I 4 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX , ADDITIVES: VR ISOURCE: Ross Island Sand and Gravel n i CONDITION OF STORAGE: ASTM , .41 TICKET NO. : T498098 AIR TEMP: 37 ° TIME: 7 : 15A CU. YARDS: 11 of 11 LOAD NO. : 1 CONC. TEMP. : 55° WEATHER: cloudy % AIR: 5. 5 LOCATION OF POUR: Tilt panels 13 , 12 to 1 . Test Weight Max. Load - lbs. Age 7 � Date Mark Pounds Load per sq. in. _Average Tested 10/18 28 . 2 3010 7 days 10/18 28 . 2 3020 3015 7 days i 11/8 28 . 2 4350 28 days 11/8 28 . 2 4280 4315 2.3 days If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. cc: HL Green City of Tigard Supplier MacKenzie/Saito AS A MUTUAL PROTEC-TION TO CLItiTI tNt PUOIK ANU OUMEIYrS ALI REPORTS Al!SUSMITTI,AS THE / CONVIDENYIAL MO►EPYt Or CLIENTS AND APE INTINOED YOR TME USt or ITURCLIENTSONLY NOOTHERPIMON 1. OP tNt-T.MAY UIILItY TME REPORT OP ANY PORTION tME.t Or WITHOUT OUR PIt/TTEN A101+00112*WON .1 li •1 INSPE':TION NOTICE City of Tigard Budding Department „to,P.O. Box 23397 (2i,p Tigard. Oregon 97223 Phone. 639-4175 Type of Inspection e Date RLquested — /�) �'- Time ' M. P.M. Address 2 '31 Z /��� � i L �_ Ptartltit 094:: — Owner Lot # Builder _ � 1 The following Building Code deficiencies are requir-d to be corrected: 1 Presented to r l+'Approved Inspector _ I_I Disapproved / — er' Date CALL FOR REINSPECTION C] YES ru NO • -I ... .. 4 . , . :IMI 1*,;.' ,. ? NORTHWEST TESTING LABORATORIES, INC. I 5405 N Lagoon Avenue NON.OESTO JCTIVE TESTING CONSTRUCTION INSPECTION M IAL{ INSPECTION P0 Box 17126 WEI.DIN(: CERTIFICATION }• CHEMICAL ANALYSIS SOIL TESTING M .Mr{IcAL TunNo POrlland.Oregon 97217-0126 A{{A.INo Phone.(503)289.1778 - October 9, 1990 FAA 289-19 le LAB REPORT NO. : ¶ 201284 Special Inspection DAILY FIELD REPORT CLIENT: HL Green PROJECT: Building 221 ,1 ) '4" JOB ADDRESS: 7319 SW Kable Lane "` ? T 0 ,.-.I '. Tigard, Oregon TYPE OF INSPECTION: Resteel PERMIT NO: 90-1032 WEATHER: clear TEMP: 42° ii SOURCE: Ross Island , 71m, MIX PROPORTIONS SLUMP TICKET NU. _____QUANTITY MIX TEMP. - : A 3 , 000 4" T497805 70° }.. Inspection Notes: C. .tclude location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) 9 Resteel checked at tilt panels ;8 through 62 . Resteel conforms to plans and specs provided. Concrete placed and test samples taken. 1 E 1 1 CC: HL Green INSPECTOR: Dean Suminski f City of Tigard MacKenzie/Saito NUMBER: 399 I .S A MUTUAL PROTECTION TO CLIENTS THE PURL<C AND OURSELVES ALL REPORTS ARE 1USMIT.ED AS TME CON►IOSNTIA,.PROPER?.Or COIN'S AND API INT[NOID►OR TME US(Or oURCLI[NTS°NLT NDOTME.PERSON CM[NTIT.MA,UTILISE TM[REPORT M AN.POPTION•M[REOf M"TMOIIT OI.IR►AITTEN AUTMOMEATION I .,.. ... - w.r,el.v�v.Iu..Ien.r`vunwr.aa.ei 'a' .:,T • - .,.. i I A ___—...mMigA NORTHWEST TESTING I_,ABORATO IES, INC. T. CONSTRUCTION IN{PtC TION 5405 N Lagoon Avenue NON•OESTPUCTIV[ TESTING I MATERIA($ INSPECTION PO Box 17126 WC OIN0 CERTIFICATION CII[MICAL ANALvSI$ fO�l TESTING 1. Am v SIC AL TESTING Portland,Oregon 97217-0126 INO ;7 Phone (503)289-1778 `c;. October 9 , 1990 FAX 2R9-1918 REPORT NO. : 908283 HL Green I 111 SW Fifth Avenue , Suite 2960 Portland , Oregon 97204 1 ! I b iect' Field density tests taken by our representative , {, I Doug Hillyard on 10- 08-90 at the Oregon Business Park Phase III , Building 221 , located at SW Kable Lane in Tigard . Oregon . 1,i, REPOF T : t Percent Unit Field Dry Wgt . Percent 4 Location _ Depth Moisture iticu . ft _ Compaction AREA OF SHRUB STOCK PILE .1.t 441 Six , 6 ) Random Tests i' ' #1 20 . 5 107 . 2 91 . 6 #'' 16 . 2 106 . 1 90 . 7 #3 17 . 2 105 . 9 90 . 5 #4 18 . 2 106 . 4 90 . 9 #5 17 . 9 107 . 2 91 . 6 46 17 . 8 106 . 9 91 . 4 Compactions DO comply with 90 % compaction. F Moisture-Density Relations (AASHTO , T- 180) Optimum Moisture 14 . 3 , % ' Maximum Density ( lbs . /cu . ft . dry ) 117 . 0 Material : Sandy Silt - Tigard STP 1 i NORT-IWES ESTING LABORATORIES , INC . • .0/t pas er , ions Manager IJ I A$A MUTUAL PPOTEC'TION TO CLIENT% TN[PUBIC AND OUPftivt$ ALL P[POPT$API$U{Mmt0 Al TMf ) CONr1OEN11Al PPOPEP A OP CLIENTS AND APS INTENDED TOP TM[U$f Or OUP CLIENTS ONO NOOT NEP PIP{ON 00 ENTIIT MAT OIL if 'NA 11POPT 00 AN,P(P11ON T.rPtO'WITNOI.1 OUP'A NTTEN AUTNO$ItAT,ON 4.111/111111111ffillEir“ ., J , 1 "al. , . NOR'ii HWEST TESTING I ABORA TORIES, INC. i 5405 N Lagoon Avenuer CONSTRUCTION INSPECTION NON•DESTRUCTI VL TESTING MATERIAL% INSPECTION P0.Box 17126 WELDING CIRTIPICATION CHEMICAL ANALYSIS SOIL TESTING II •NYSICAL TESTING Portland.Oregon 97217-0126 IMO Phone (503)289.1773 FAX 289-1918 CONCRETE COMPRESSION TESTS (' TESTED FOR: HL Green REPORT NO. : 908589 CAST BY: Deab Suminski SLUMP: 4" 4 PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 '11 Building 221 7DDRESS: 7319 SW Kable Lane DATE MADE: 10/9/90 l Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 10/10/90 3 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX 1 ti 1 ADDITIVES: VR SOURCE: Ross Island Sand and Gravel , • CONDITION OF STORAGE: ASTM lk TICKET NO. : T497805 AIR TEMP: 42 ° TIME: 7 : 30A CU. YARDS: LOAD NO. : 2 CONC. TEMP. : 70° WEATHER: clear % AIR: 4 . 9 LOCATION OF POUR: Panel 50 . Tilt panels 48 through 62 . Test Weight Max. Load - lbs. Age Date_ Mark Pounds Load per sq. in. Average Tested 10/16 28 . 0 3270 7 days 10,'16 28 . 0 3240 3255 7 days 1 11/6 28 . 0 4560 28 days 11/6 28 . 0 4950 4755 28 days o If you should have any questions regarding this or any other report, please I` contact Alesia Preston or Jim Hi.etpas at 289-1778 . 1 Thank you. cc: HL Greer City of Tigard Supplier MacKenzie/Saito AS A MUTUAL PROTERION TO CLIENTS THE PUBLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE CONTIDLNTIAL PROPEPTY OF CLIENTS AND ARI INTENDEOEOR THE USE Of OUP CLILNTSONLY NOOTNLR PIRSON OR ENTITY MA.UTILIEL THE REPORT OP ANY PORTION THEREOF WITHOUT OUP*MITTEN AUTNOMEATON . , L .. , 1 • X14? i(S� A °,a , NORTHWEST TESTING LABORATORIES, INC. '�'1. CONSTRUCTION INIPICTION 5405 N.Lagoon Avenue NON•D[STRUCTI V[ TESTING �L MATERIALS INFr[CIION PO.Box 17126 WELDING CERTIFICATION C.I[MICA1. ANALYSIS AOL TESTING wNYSICAL TESTING Porland,Oregon 9 721 7-01 26 INO Phone(503)2891778 October 8, 1990 FAX 289-1918 LAB REPORT NO. : 908281 ;. Special Inspection DAILY FIELD REPORT CLIENT: HL Green ' PROJECT: Building 221 JOB ADDRESS: 7319 SW Kable Lane Tigard, Oregon • TYPE OF INSPECTION: Resteel PERMIT NO: 90-1082 WEATHER: clear TEMP: 440 Inspection Notes: (Include location, testing data, substitutions/deviations, materials and methods of construction, conformance statement, etc. ) Visual inspection of reinforcing for tilt panels 39, 40, 41, 42 , and 43 are . I in conformance with approved drawings for building 221. Concrete pour to start at 7 : 00 a .m. CC: HL Green INSPECTOR: Rick Griesenauer 1 City of Tigard MacKenzie/Saito NUMBER: 562 1. i�kk AS I.MUTWL MOTtCTpN t0 CLIENT! TN[►UtUC AND OUlSILKf ALL 11[[OttE ARl SUSMI"IO Af TNt$ON CONf10I NTiAL•AoPlNTY O[CLItN7f ANO AR/INTChD[D IOR TNC USI OCURCLIINTSONL,NOOTNfRMER OR tNT11.♦MA?UTILIZE THE REPORT OR AN♦Y)RT17N TNER[C.W'TI.OU•OUR WRITTEN AUTHORIZATION 1A • 1 - I c dd gr. y• + ' r Ti y • 0 • >. n., wadi T 'M• hi ' ,t ,w; ,:: ',. i--� �it`'. � rti q a a'v '• '�, 'MNiMdMt+�ss�MttYr&�N+Irz.'yenrr�vrw.,�+m.++w+►tiwaM.awW.iz�Nr .'Lx,.+.-,.:...,.,yc-,.f. .,,,..1,„ ,1 i•. NORTHWEST TESTING LABORATORIES, INC. eon{rA :TION INSPECTION 5405 N.Lagoon Avenue NON.DISYAUeTlvt TESTING MAT[RIAL{ INSPECTION P.O.Boz 17126 Wt OINO CERTIFICATION CTILMICAI ANALYSIS .1 ., ►NTIICAL TIITiNO Portland.Oregon 97217-0126 Soil TESTINGy.," Ino • Phone:(503)289-1778 October 8, 1990 FAX 289-1918 REPORT NO. : 908280 • ".''' HL Green ' 111 SW Fifth Avenue, Suite 2960 Portland, Oregon 97204 '1) Subject: Field density Louts taken by our representative, Doug H.illyatd on 10/6/990 at the Oregon Business Park Phase III , Building 221, located at SW Kable Lane in Tigard, Oregon. • REPORT: Percent Unit Field Dry Wgt. Percent Location ____ Depth Mojaltgre #/cu. ft. Compaction Utility specifically electrical south side of building 221 . East 17 . 2 96. 7 Midway l b 6 West 97 . 0 10 . 1 95. 8 Compactions DO comply with 95 % compaction. 1foist ui 51-Density Relations (AASHTO, T-180) Optimum Moisture , Maximum Density (lbs./cu. ft. dry) Material : NO HWE TESTING LABORATORIES, INC. t� as per ions Manager J i •{A MUTUAL•0OTECT,ON TO C.L15NTS TNL►U{LIC ANC RSELv({ ALL 5I►ORTS ARE 1U5MITTIO All INT CONFIDENTIAL►{00551 r OP WWI AND Alt 1NTIN0I0tO.tNI UM OA OUPCl1INT{ONLT NOOTM[R015.0. r' 05 ENTITT NAT UTILIZE TNI IE►ORT 0R ANT►00710.TNI RIO,WITHOUT OUR MRITTIN LUTN0011AT/0N 1! 1 I f a } : - 41 !;f NORTHWEST TESTING LABORATORIES. INC. CONSTRUCT ON INSPCSrION 5405 N Lagoon Avenue MATCRIAulaupp]a.er NON.D[f TR UCTIV[ TESTING P0.Box 17126 wtLOINa CERTIFICATION C.ICMICAL ANALYSIS SOL TESTING PNT AICAL TESTI Portland,Oregon 97217-0126 AssxvING ( ; .: Phone,(503)289-1778 October 8, 1990 FAX 289.1918 REPORT NO. : 908278 a• HL Green t,! 111 SW Fifth Avenue, Suite 2960 Portland, Oregon 97204 Subject: Field density tests taken by our representative, A. Doug Hillyard on 10/5/90 at the Oregon Business Park Phase III , Building 221, located at SW Kable Lane in Tigard, Oregon. REPORT: 1 Percent Unit Field Dry Wgt . Percent Location Depth Moisture #/cu. ft. Compaction Three random test west half of stock piled shrubs. #1 -5 'SG 17 . 2 106 . 1 93 . 1 " '� #2 " 18 . 3 105.9 92 . 9 #3 It 18 . 1 106 R 93 . 7 n Compactions DO comply with 92 % compaction. Moisture-Density Relations (AASHTO, T-180) ( Optimum Moisture 14 . 7 , % Maximum Density (lbs./cu. ft.. dry) 114 . 0 ( Material : Sandy Silt/Tigard . ' 7 1 NOR WEST TESTING LABORATORIES, INC. i, ' I� __ Operations Manager 1 At.A TA..TuAL£ROTCCTIO$TO CLIENT[ THE PUBLIC\ND OJR$CLVCf ALL NE►OI.T•ARt SUSM•-TLD AS•NC CONrIOCNTIAL PROSES r♦Of CLIENTS ANOARE INTEN000Ftl TNt USE Or OUR CLIENTS ONLT NOOTNCRPCRSON OR ENTITY MA•UTII It TNt RCPORT OR ANY POA NON TNCRI Or M`ITNOLIT OUR*0,1TEN AUT..OIIRATION I� '1 j 1 NORTHWEST TFSTIN( LABORATORIES, INC. CONSTRUCTION INH[CTION M A5405 N.Lagoon Avenue PON•OESTRUCTIVE TESTING ar NOW[LOING C[T PICATION TRIAL/ IN1P[CiION PO.Box 17126 CHEMICAL •NALYSII [O,l ,,��JJ T((TING F' t •NYIICAL TESTING Portland,Oregon 97217-0126 ASSAYING Phone.(503)289-1778 FAX.289-1918 : R CONCRETE COMPRESSION TESTS � 1 ,, I TESTED FOR: HL Green REPORT NO. : 908282 Mr. CAST BY: Rick Griesenauer SLUMP: 3" s " 1 PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 ,R�` Building 221 '' ADDRESS: 7319 SW Kable Lane DATE MADE: 10/8/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 10/9/90 4 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX )40 ADDITIVES: VR 1 r ;., SOURCE: Ross Island Sand and Cravel JJ Ito CONDITION OF STORAGE: ASTM I lr TICKET NO. : T497795 AIR TEMP: 40° TIME: 7 : OOA CU. YARDS: 11 of 11 i LOAD NO. : 1 CONC. TEMP. : 64 ° WEATHER: clear % AIR: 4 . 5 1 + LOCATION OF POUR: Tilt panels 39 , 40, 41 , 42 , 43 . , Test Weight Max. Load - lbs. Age Date Mark Pounds Load per sq. in. Average Tested 10/15 28 . 0 3270 7 days 10/15 28 . 0 3170 3220 7 days ` rI `4; 11/5 28 . 2 4390 28 days 11/5 28 . 2 4170 4280 28 days ti If you Fhould have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . ,I Itilt Thank you. .14 cc: HL Green ; City of Tigard Supplier MacKenzie/Saito rK AS A MUTUAL PNC'TECTION TO CLIENTS THE PUOLIC AND OURSELVES ALL REPORTS ARE IUIMITT[D AS TN( I ONPID(NTIAL MOP(NT,OP CLIENTS AND AR[INTENDttl?00 THE UN OP OUR CLIENTS ONLY NOOTNER PERSON M t.IItY MA°IItnLI,'[THE REPORT 00 AN*PORTION TN(NEOP IYITNOUT OUR RMTTEN AUtHOPIT•TION J 1 I l' .. : ::.. ...,.... ., ., I fir. ._ • i., NORIA P NEST TESTING LABORA'g-O ' IES, INC. CONSTRUCTION INSPECTION 5405 N. Lagoon Avenue NON•D[/TAUCTW[ TESTING MATERIALS INSPECTION PO.Box 17126 WELDING CCRTIPICATION CHEMICAL ANALYSIS {OIL T[{TNO PHYSICAL TESTING Portland.Oregon 97217-0126 ASSAYING Phone.(503)289-1778 FAX 289-1918 CONCRETE COMPRESSION TESTS TESTFn FOR: HL Green REPORT NO. : 908277 CAST BY: Rick Griesenauer SLUMP: 3 . 5" PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 ADDRESS: 7319 SW Kable Lane DATE MADE: 10/5/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 10/6/90 4 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX lihh ADDITIVES: VR SOURCE: Ross island Sand and Gravel. CONDITION OF STORAGE: ASTM ?4i TICKET NO. : T497621 AIR TEMP: 56° TIME: 8 : 15A CU. YARDS: 7 of 45 LOAD NO. : 4 CONC. TEMP. : 70° WEATHER: cloudy % AIR: 4 . 5 LOCATION OF POUR: Tilt panles 27 through 37 . r Test Weight Max. Load - lbs. Age Date Mark _Pounds Load per sq. in. Average Tested 10/12 28 . 4 3240 7 days 10/12 28 . 4 3180 3210 7 days 11/2 28 . 4 4120 28 days 11/2 28 . 4 4560 4350 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 MacKenzie/Saito AS A MUTUAL PROTECTION TO CLINT{ THE PUBLIC AND OURSELYE{ ALL REPORTS ARE SU{MITTEn AS THE CONEIDENTIAL PROPERTY or CL MN'S ANOMIE INTEN DEOPOR THE till Or OURCLIENT{ NOOTNEI►ER{ON 00 ENTITY MAY UTILISE Toot REPORT OR ANY PORTION THEIEOP WITHOUt DUN WRITTEN AUTHORISATION • i.,e.4. ... -.. 41 NORTHWEST TESTING LABORATORIES, INC. .4,4 CONSTRUCTION INV[CTION 5405 N. Lagoon Avenue w:.k MATERIALS INSPECTION NO N.D[f TRUCTIV[ TESTING #.. CHEMICAL ANALYSIS P.0 Box 17126 WELDING CERTIFICATION PHYSICAL TESTING Portland,Oregon 97217-0126 focL TESTI AYING It ASSAYING Phone:1503)289-1778 1FAX:289.1918 :, CONCRETE COMPRESSION TESTS ) 1 TESTED FOR: HL Green REPORT NO. : 908276 11 CAST BY: Rick Griesenauer SLUMP: 3 . 5" PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 ADDRESS: 7319 SW Kable Lane DATE MADE: 10/5/90 Tigard, Oregon : TYPE OF SPECIMEN: 6 x 12 concrete cylinder. DATE RECED: 10/6/90 4 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX • ADDITIVES: VR SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM vil TICKET NO. : T497617 AIR TEMP: 52 ° TIME: 7 : 0OA CU. YARDS: 11 of 11 LOAD NO. * 1 CONC. TEMP. : 70° WEATHER: cloudy % AIR: 5 LOCATION OF POUR: Tilt panels 27 through 37 . ,• 1 I Test r� Weight Max. Load - lbs. Age Date Mark Pounds Load per kg. in. Average___ Tested 10/12/ 28 . 2 3220 7 days 10/12 28 . 2 3150 3185 7 claysC. 11/2 28 . 6 4580 28 days ` ' 1/2 28 . 6 4550C 4 ,65 28 days . 1 If you should have any questions regarding this or any other report, please r contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. cc: HL Green IV City of Tigard 14F Supplier 1 MacKenzie/Saito ri, •S •MI ITUAI ►RnTFCTpN 1D CLIINT{ TNt PUMJC '•D OUR4hvt$ ALL REPOIITS ARt{'HMITttG 1{TI•t t i1NrI:.�[NTiA�°°r►[RTvMCLItNt{AND ARt INTE ND[D FOR♦N[uS[OF OUR CLIE NT{ONLY I/OOTNER PERSON .r )R ENT,i r MA• it i=r,..[55000'OR ANY PORTION THEREOF*ITHOuT 005 WRITTEN AUTNORItAtION r0 60 j i. 1 YI w , 1'k ' • 4 :AAS!:Y ,,,.T ,..,fi:,q 41110* �,l. ry � r :'A I LNORTHWEST TESTING LABORATORIESlit , INC. , 1; 5405 N Lagoon AvenueIf NON.o[r TCUC TI V[ TESTING CON/TPUCTION INSPECTION MATERIALS INSPECTION PO Box 17126 M'[LOINO CENTITICATION T CHEMICAL I/ SOILTESTING PHYSICAL TESTING FO rtland,Oregon 37217-0126 !NO • Ph,ne (503(289-1778 FAX 289-1918 1 ' October 3, 1990 LAB REPORT NO. : 908273 ,.va. Special Inspection • DAILY FIELD REPORT CLIENT: H . L. Green II PROJECT: Bldg . 221 - Oregon Business Park 0 , 0 ,', • JOB ADDRESS: SW Kable Lane *, Tigard, OR Y TYPE OF INSPECTION: Rebar I i PERMIT NO: 90-0182 WEATHER: Cloudy TEMP: 68 ° l' SOURCE: ( MIB PROPORTIONS SLUMP TICKET NO. QUANTITY MIB TEMP. 1 / , 1 • $ Pour Tomorrow 1 ' 7 i 1 ',. Inspection Notes : ( Include location , testing data ' ' T. substitutions/deviations, materials and methods of construction ;;' conformance statement, etc. ) i , Visual inspection of reinforcing for tilt panels 827 through 35 . Al ' ; 1 conform to approved drawing details with the exception of panel #34 wits ;' missing reinforcing that frill need to have barF added before concret:.1 i''' -. sched' led . Panels #13, 14 and 15 also inspected today and are okay fo concrete . ;•,; r Ir . �3 I" CC : INSPECTOR: R . Griesenauer NUMBER: #562 :1 I ( e. AS A MUTUAL PROTECTION TO CLIENTS TNT PU/L'::INC OUPSILvt/ •LL PE PT POP'S A %uSMiTTL I AS THE CON*IDINT.A L'PO►1PT T 0'CLIENTS ANO AHI,NTENDED POaT'. UST OT OuS CLIENTS ONL'NU OTHEP PI NSON • I', OS ENTITY MIT UTILItT THE*[POST OS ANT*OPTION',HMO,A THOU'OUP MAIITTIN AUT1400 IATION t i IN 0 1 `thy. T— r7i040.0011,pgiarflotimpitoOmplAviplefwvilfoloossliaialtofrivve-onooliv•oreamortkotomplhisponlow.04reinivrei. ',, - .2. .,;L , 4/1"1,,,,,.,. • \ 'Ili LV S:Nt fT 11 ...wr..:.:J.......r..w...,...w._. ....«.._....r..reuanrMaNM:IM/lel+w a.,.,.. ....�. ....-�......_ NORTHWEST TESTING LA It ORATORIES, INC. . . I 1 CONSTRUCTION INSPECTION 5405 N Lagoon Avenue NON.DE/TRUCYIVE T[/TING MATERIALS IN/►tCTION PO Box 17126 WtLOINU CERTIFICATION CIIEMICAL ANALYSIS iO.L TE/TIRO PHYSICALTESTING Portland,Oregon 97217-0126 ASSAYING Phone (5031289-1778 FAX 289-1918 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 908270 CAST BY: Rick Griesenauer. SLUMP: 3" ' l PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 ADDRESS: 7319 SW Kable Lane DATE MADE: 10/3/90 Tigard, Oregon r, TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 10/4/90 4 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: VR SOURCE: Ross Island Sand and Gravel CONDIT::ON OF STORAGE: ASTM TICKET NO. : T497419 AIR TEMP: 57 ' TIME: 8: OOA CU. YARDS: 11 of 44 1� LOAD NO. : 4 CONC. TEMP. : 69 " WEATHER: rain % AIR: 5. 5 LOCATION OF POUR: 14/s, 16/s, 20/s, 22/s. Tilt panels 16 through 26 . j Test Weight Max. Load - lbs. Age Date ___ _Mark _ Pounds Load per sg,_in. Average __Tested • , • 1 10/10 28 . 5 3180 7 days 10/10 28 . 5 3220 3200 7 days .P• 10/31 28. 5 4880 28 days 10/31 28 . 5 4900 4890 28 days If you shculd have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. cc: HL Green City of Tigard Supplier MacKenzie/Saito j I'' $ £1A MUTUAL►ROTICTION TO CLIt.e, TNI PULA SAG GJPSELY(S ILL DMA//API SUSMITTEO AS tut C ONrID(NtIAL PROP(PT v Or CLINT,ANO SR(INT(NOIG'DO YNE USE Or OUR CLIENTS ONLY NOOTN(P PtRSON OR INTITT MAO UTILISE THE II(POOT OR AN,PORTION?NM°,*.TROUT OUR IMRITT/N AUTNORISATIIN • YI NORTHWEST TESTING LABORATORIES, INC. 1 CONSTRUCTION INSPECTION 5405 N. Lagoon Avenue MATERIAL{ INSPECTION NON.O[{TRUCTIVt T({TINO CtItMICAL •NALT[I[ P.O.Box 11126 W[LDINa CAO L TEATION •HY4ICAL TESTING Portland.Oregon 97217-0126 SO,L TESTING '• A{SAVING Phone (503)289-1778 FAX 2891918 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPCRT NO. : 908269 CAST BY: Rick Griesenauer SLUMP: 4 " PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 4 ADDRESS: 7319 SW Kable Lane DATE MADE: 10/3/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECID: 10/4/90 4 , 000 psi , 3/4" MAX. SIZED AGGREGATE SACK MIX I ADDITIVES: VP. II SOURCE: Ross Island Sand and Gravel `r CONDITION OF STORAGE: ASTM x r*E TICKET NO. : T497417 AIR TEMP: 5.7 ° TIME: 7 : OOA CU. YARDS: 11 of 11 LOAD NO. : I CONC. TEMP. : 70' WEATHER: rain % AIR: 5 ,is LOCATION OF POUR: 14/s, 16/s, 20/s, 22/s. Tilt panels 25, 26 through 16. • 1 Test Weight Max. Load - 1b3. •,fF• --- -_—_— --- --- Age Mark - -Pounds Load per sQ. in. Average Tested 10/10 28 . 3 3540 7 days Y 10/10 28 . 3 3570 3555 7 days I I 10/31 28 . 3 5050 28 days 10/31 w" 28 . 3 5030 5040 28 days i If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . 1' Thank you. cc: HL Green City of Tigard Supplier ' MacKenzie/Saito E At•Ml T Wl P.0+[[710N t(1 WEN'S ihl Pur Aho OU.{[tvt{ ALL REPORTS 1St fu{Mln CONEIOIN1I•L MOPI.+IOECLII'IT{AND AnINTENDED •EO.?HEUSI Or OUP CLIINII{ Nt !O Al TON RI E000/Pet,•M•1 VTtLI[I EMI Ro.1 n•y••. +,ON tM1.(Or*ITNMI.MMTY OUl O L NO OTFN AV1N(11MI.1ION P[.{O0N l 41 I 1 ,, • NORTHWEST TESTING LABORATORIES, INC. CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue NON•OtSTRJCTIVE TESTING I ALS INSPECTION PO Box 17126 WELDING CtRTIrICATION C•ItMICAI. ANALYSIS SO,L TESTING • '' PHYSICAL TESTING Portland,Oregon 9721 7-01 26 ASSAYING Phone (5031289•1776 FAX 289.1918 October 2, 1990 LAB REPORT NO. : 908267 Special Inspection DAILY FIELD REPORT CLIENT: H . L. Green PROJECT: Building 221 JOB ADDRESS: 72nd and Kable Lane Tigard , OR TYPE OF INSPECTION: Reinforcing • PERMIT NO: 90-0182 WEATHER: Cloudy TEMP: 65° SOURCE: '°:N HUE PROPORTIONS SLUMP TICKET NO _QUANTITY NIX TEMP. j Concrete 6 : 30A 10/03/90 Inspection Notes : ( Include location , testing data , substitutions/deviations, materials and methods of construction, conformance statement, etc. ) Tilt panels #16 through 25, 26 , 14S , 16S , 20S and 22S . Steel was in conformance with approved details on A4 of. 5 . A total of 14 panels on ' building 221 are to be poured tomorrow. 4 $ it CC : INSPECTOR: R . Griesenauer �y r ► ; . NUMBER : $562 Al A MUTUAL PROTECTION To CLIENTS THE rL.SL C • OURStLLIS ALL REPORTS Alt suSM,TTEO AS THE 1t, • CONYIDENTI•L PROPER',Or copes ANO ARE INTI NDI:•PR THE WHEW OUR CLIINTS ONLY NOOTHER PERSON OR(NWT.MAT u,ILI:t TNl REPORT M ANT PORTION THI AEOP RITHOUT OUR NRITTEN ALITNORGATION ,f • • , IJAl sµ 5 + /,ii . :3 "u. INORTU-$WIEST TESTING LAIR)RATORI ES, INC. 711 CONSTRUCTION INSPECTICN 5405 N Lagoon Avenue NON•DESTRUCTIVE TESTING MATERIALS INSPECTION PO Box 17126 WELDING CERTIFICATION .� I. CHEMICAL •NALVSIS •O,L TESTING Y.J •MY•IC•l TESTING Portland,Oregon 97217-0126 ASSAYING •' Phone 1503)284.1778 FAX 289-1918 • 'I CONCRETE COMPRESSION TESTS Ali+ i 1 TESTED FOR: HL Green REPORT NO. : 907372 CAST BY: Rick Griesenauer SLUMP: 3 . 5" PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 1 Building 221 • , ADDRESS: 7319 SW Kable Lane DATE MADE: 9/28/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE REC'D: 9/29,90 ,7i 2 , 500 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX • +r1 ADDITIVES: SOURCE: Ross Island Sand and Gravel 1 CONDITION OF STORAGE: ASTM TICKET NO. : T497246 AIR TEMP: 77 ' TIME: 3 : 35P CU. YARDS: 7 of 7 LOAD NO. : 1 CONC. TEMP. : 70° WEATHER: clear % AIR: 4, LOCATION OF POUR: East side of building 221 interior north to south large rectangular footings two (2) each. 9 '4 Test Weight Max. Load - lbs. Age �'; Date Mark Pounds Load per sq. in. AverageTested !1 10/5 28 . 4 2880 7 days ;1, . 10/5 28 . 4 2900 2890 7 days `,Ai ' 10/26 28 . 4 3960 28 days 10/26 28 . 4 39? 3945 28 days 1 If you should have any questions regarding this or any other report, please c • contact Alesia Preston or Jim Hietpas at 289-1778 . 4 Thank you. cc: HL Green 1 City of Tigard Supplier ; � MacKenzie/Saito u r,' s, TI •••MUTUAL PROTKTION TO CLIENTS TME PUBLIC AND OURSELVES ALL.f PORTS ARE SU.MI'lID AS THE CONFIDENTIAL PRO•[Rt•OFWW1 AND ARE INTEND(D FDRTHE On or OW+ 4Nlf ONLY NO OTMER.EIIRON no rMttt,MA,,'Tt 7 ,.'f.r.,,.•-••N•Pn•TIr N THEREOF NITMOUT OU• 'TEN AUTMOMEAT,ON 4 1t i,, f? , F Iv -__ .i.ari►wrW...EE.. . INSPECTION NOTICE City of Tigard Building Departme P.O. Box 23397 .1 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection `— pri,� _ —_—_ • Date Requested 90 Time. A.M�M. �� P.M. Address _ 73/1 rC y �!j P6t"rn-h 91t (�_! G' Owner Lot # Builder /✓ L 1- .•4 The following Building Code deficiencies are required to be corrected: N — moo r/A 6-s 7,-5-fre4 -7-da/ r//14-s AAorovr.) _sf__r_ A Presented• -- — to � � Approved InspectorEl Disapproved Date e CALL FOR REINSPECTION DYES L7 No L__ r---- , ..,.. _ . ' ''t7, A NORTHWEST TESTING LABORATORIES, INC. 4 5405 N Lagoon Avenue NON.DES IRUCTIV[ TESTING CONSTRUCTION INSPECTION MATERIALS INSPECTION PO Box 17126 WELDING CERTIFICATION . {. 110.L TESTING CHEMICAL ANFLY{�{ • PHYSICAL TESTING Portland.Oregon 97217-0126 ASMYING Phone (503)289.1778 FAX 289-1918 CONCRi.TE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 907370 CAST BY: I'at Irish SLUMP: 4 . 5" , ',I l ' PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 4'1 Building 221 . ! ADDRESS: 7319 SW Kable Lane DATE MADE: 9/27/90 , Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 9/28/90 2 , 500 psi , 3/4" MAX. SIZED AGGREGATE BACK MIX ADDITIVES: VR SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM TICKET NO. : T-497042 AIR TEMP: 76° TIME: 1: 50P CU. YARDS: 11 `1I J LOAD NO. : i CONC. TEMP. : 75° WEATHER: clear % AIR: TI/,1 ' 1 LOCATION OF POUR: Footings G line from 24 to 14 line. Test Weight Max. Load - lbs. Age Date Mark __Pounds Load per sq. in. Average __._ Tested "'I 10/4 28 . 3 1570 7 days 10/4 28 . 3 1590 1580 7 days 10/25 28 . 4 2790 28 days . w 4.. 10/25 28 . 4 2830 2810 28 days k. If you should have any questions regarding this or any other report, please . contact Alesia Preston or Jim Hietpas at 289-1778 . ft Thank you. 4 cc: HL Green City of Tigard i Supplier s MacKenzie/Saito 4 AS A MUTUAL PROTECTION TO CLIINTS TNI PUSLIC ANO(AIRMAIL ABL REPORTS Alt$UUMITTED AS TNI COMFIOENTIAL PROPER'.M CLIENTSANO ASI INTENDED FOR I HE US(OF CuP CLIENTSONLT NOOTNERPERSON MENTITT MAY UTILI(I Ti(REI.ORT OR ANT PORTION',HMSO,NITNOUI OUA NPITTEN AUTNORRATNIN L �� ' L _ ______....,....._ r"--- - • NORTHWEST ']ESTING LABORATORIES,BORATORIES, INC, Atitlu: 7.161 CONSTRUCTION INSPECTION 5405 N Lagoon Avenue NON•DESTUUCTIVII TESTING i MATERIALS INSPECTION PO.Boy 17126 WILDING CISTIPICAT,ON '• CHEMICAL ANALYSIS SO.L TCSTWR PNrAICAL TESTING Portland,Oregon 57217.0126 ASSAYING Phone (503)289-1778 1 FAX 289-1918 I CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 907363 CAST BY: Rick Griesenauer SLUMP: 3 . 5" 1 PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 ADDRESS: 7319 SW Kable Lane DATE MADE: 9/20/90 Tigard, Oregon F. TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 9/21/90 2 , 500 psi, 3/4" MAX. S'ZED AGGREGATE SACK MIX a ADDITIVES: ' ' 1 ISOURCE: Ross Island Sand and Gravel JJ CONDITION OF STORAGE: ASTM ,x TICKET NO. : T496462 AIR TEMP: 80" TIME: 2 : OOP CU. YARDS: 9 of 9 ' I LOAD NO. : 1 CONC. TEMP. : 68 ' WEATHER: clear % AIR: ' LOCATION OF POUR: Building 221 exterior footing at west side of building. Building 222 one footing interior. Test Weight Max. Load - lbs. Age 1 }," Date Mark__ Pounds Load e ___ p r sq. in. _. Average Tested 9/27 28 . 7 1430 7 days 9/27 28 . 7 1490 1460 7 days •' { 10/18 28 . 7 2480 28 days 1 10/18 28 . 7 2530 2405 28 days t If you should have any questions regarding this or any other report, please #, contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. t cc: HL Green 4 City of Tigard ,I' Supplier I MacKenzie/Saito , C w AS A MUTUAL MOTICTION TO CLIENTS THE AUSLIC AND OUEISILLIES ALL.SNORTS ASS SUSMETTID AS THE ` i CONPIDINTIAL PROPERTY OE CLIENTS AND ASS INTENDED roe TNI USE OE OUSCLIENTSONLY NO OTNIS PERSON 1 OS ENTITY MAY UTILIZE THE 5550.7 OII AN.MSTION TNEREOP*ITNOUT OUS w.ITTEN AUTNW;EATInN . t . Sri 0 r 1 NORTHWEST ORT WEST TESTING LB®RA1IY JS' INC. C• 4• CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue NON•CL$TRUCTIVE TESTING MATERIALS INSPECTION PQ.Box 17126 WELDING C[ATIPICATION CHEMICAL ANALYSIS Y).L T[fTING . •HYAICAL TESTING Portland,Oregon 97217-0126 INO Phone.(503)289-1778 FAX:289-1918 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 907360 CAST BY: Rick Griesenauer SLUMP: 4 . 5" 1 PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 ADDRESS: 7319 SW Kable Lane DATE MADE: 9/18/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 9/19/90 ,, 3, 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: • SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM r : 1 TICKET NO. : A1.06213 AIR TEMP: 57 ' TIME: 6: 30A CU. YARDS: 11 of 11 'J LOAD NO. : 1 CONC. TEMP. : 67 " WEATHER: cloudy % AIR: LOCATION OF POUR: Second bay from east side building. Slab on grade at " north end of building. 1 Test Weight Max. Load - lbs. Age Date_ Mark Pounds __ Load,__ per sq. in. Average Tested �I • Y 9/25 29 . 2 3240 7 days .4 9/25 29 . 2 3290 3315 7 days J, 10/16 29 . 4 4950 28 days 1 10/16 29. 4 4880 4915 28 days ' I If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. • cc: HL Green City of Tigard Supplier I MacKenzie/Saito e . PO ,A, P .,.-.ION woos S TM[PUBLIC ANDAM OURSELVES ALL IMPORTS ASUBMITTED Al TN[ •1 M I'.'A."Po"t PTT OP CLIENTS AND ARE INTENDEDPOR TME USE Of OURCLI[NISONo NCOTM[PPPRSON .0 I• '`'''A 1,.L1IP TNM REPOS?OR ANT PORTION TNEREO*M I MDUT OUR 11'RITT[N AUTNOPIPATION J I� C ' • .�I • ' INSPECTION NOTICE City of Tigard Building Department P O Box 23397 Tigard, Oregon 97223 Phone: 639-4175 • t Z � Type of Inspectiou Date Requested 9—/7 _ Time--- A.M. 14--P.M. Address Ll �.. 1 -1 r Permit #2D U/ Owner - Lot # Builder The following Building C e deficiencies are required to be corrected: , 12- / c /y c*". 1/ef /1,0 •Presented to Approved inspector 1JL 7 L I Disapproved Date _ / -/ / c\ CALL FOR REINSPECTION El YES Li NO L__. LL— — - A)` 1 ..:� ':191 ,� ait,. L-r,' e� M aye, i' hi �V 1"��t la:.,.•"l 4- L`ti.wi.wwwAww".VAwMaLNu. .07. r: ., ,,,,,---0. ...i_.. ,.Sc..,,0....,ar•a'• ` • '1 NORTHWES'F TESTING LABORATORIES, INC. i**,', 5405 N.Lagoon Avenue 1 CONSTRUCTION INSPECTION g NON-DESTRUCTIVE T[/TING M IAL{ INSPECTION PO.Bo .7126 WELDING C[RTIrILATION CHEMICAL ANALYL:{ /O.1. T[{TING ! PHYSICAL TESTING Portland,Oregon 97217-0126 NG Phone (503`289-1778 R G FAX,289-1918 CONCRETE COMPRESSION TESTS 1 If,. TESTED FOR: HL Green REPORT NO. : 907:358 . T: CAST DY: Rick Griesenauer SLUMP: 5. �" ` 1 PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 `* Building 221 e ADDRESS: 7319 SW Kable Lane DATE MADE: 9/17/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 9/18,'90 , ; 1 3 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX 141. ADDITIVES: • LI 4 t /': SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM L TICKET NO. : T496096 AIR TEMP: 62 ° TIME: 9 : 30A CU. YARDS: 7 of 70 LOAD NO. : 10 CONC. TEMP. : 68 ° WEATHER: cloudy % AIR: 04 i LOCATION OF POUR: Third bay from east side of building. Slab on grade at ' :j 1 north end of building. ' ;r Test Weight. Max. Load - lbs. Age .44' Date Mark Pounds Load per sq_ i-n. Average Tested 9/24 29 . 0 2180 7 days 'p. .I 9/24 29. 0 2120 2150 7 days 1 10/15 28 . 8 3010 28 days ! ' 10/15 28 . 8 3010 3010 28 days If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . i, Thank you. cc: HL Green City of :igard Supplier / MacKenzie/Saito 1 •4....I..•.PROTLCYION'C C. [NYS THE PU/LIC AND 0URSELYE{ •LL REPORTS•Rt AU/MITTLD•S THE 1 .ON,DIN*ILL PROPERTY Or CLIEN•/ANDRE INTtNDI UrOR THE LIUI CW OURCLItNT/ONLY NOOTHLP PMON I 00 ENTITY may UtILItL THE REPO*.0O ANY PORTION THERLO0 WITHOUT OUR WRITTEN AUTNOOIl•tION I ' II 1 1, .r.,1 •, Y . .1 - 1 ' . ;' :5 - , NORTHWEST TESTING L„fig]RORAT© ” IES, INC. CONSTRUCTION INSPECTION 5405 N Lagoon Avenue NON.ouTRLcrlvc rlsnNo MATERIALS INS•(CTIUN PO.Box 17126 w(LOINO CERTIFICATION CHEMICAL ANALYSIS 1101 1[STINO •NrA1CAL TESTING Portland,Oregon 97217-0126 ASSAYING f Y: Phone (503)289-1778 0.1. FAX 289-1918 ', ,, CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 901357 } CAST BY: Rick Griesenauer SLUMP: 4" • 1 PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 ADDRESS: 7319 SW Kahle Lane DATE MADE: 9/17/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 9/18/90 3, 000 psi, 3/4" MAX. SIZED ?AGGREGATE SACK MIX ADDITIVES: SOURCE: Ross Island Sand and Gravel i CONDITION OF STORAGE: ASTM '41 TICKET NO. : T496087 AIR TEMP: 60° TIME: 7: 00A CU. YARDS: 7 of 7 LOAD NO. : 1 CONC. TEMP. : " WEATHER: cloudy % AIR: LOCATION OF POUR: Third bay from east side bhilding. Slab on grade ,It north end of building. i ? , Test Weight Max. Load - lbs. Age r,, T Date_ _Mark Pounds Load ._ per sq. in. AverageTested A 9/24 28 . 7 1860 7 days I ,, 9/24 28 . 7 2000 1930 7 days 10/15 28 . 8 3100 28 days I 1' • 10/15 28 . 8 3540 3320 28 days . I t If you should have any questions regarding this or any other report, please ' •• . contact Alesia Preston or Jim Hietpas at 289-1778 . '`t;, a 1 . Thank you. `A': 1 ' r cc: HL Green City of Tigard 1, Supplier i MacKenzie/Saito 1 • 't ' Al A MUTUAL PROW"ON TO CLI(NTL TN(•USLIC ANO OU•S(LY(S ALL•1POR'S ABY(SUSMITTEO AS TNT CONFID(N1 LL MOP(•'•OF CLIENTS ANO Ail INT(ND(D FOS TN(USI O.OU•CLA NTS ONLY NO OTN(U PERSON ! os(NTITT MAY UTILIf(TN(11100IIT 00 ANY PORTION TN(N(OF R,TNO,/T OLS MSITT(N AUYNOSI(ATION I A ilyif' X111 h 1 ' +11',YI '' ° a R ,!':.:4 A;I I A a" I' _ i, hM ,*I INSPECTION NO f ICE City of Tigard Building Department I P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of l spection { 61t1+ _- Date Requested p, 7l1'/ Time-- Address -7 77 I" ! VV-C11; Ci—e L _ 2 2-I Permit #tell CG>I t2--- Owner Lot M. _ Builder /41 L- Lc 2 " CO Jnr The following Building Code deficiencies are required to be corrected: 1 � Z G i- I - � ' 9 G/ 7 4. `r•.- -L? - 0 9 - - Presented to IH /Approved Inspector Li Disapproved Y Date r -/4/- L' CALL FOR REINSPECTION ❑ YES ❑ NO _ _ � F n[�RA i 4 %'. NORTHWEST TESTING LABORATORIES, INC. 441 CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue NONDESTRUCTIVE TESTING MATERIALS INSPECTION P.0.Box 17126 WILDING CERTIFICATION CIICMICAI ANALYSIS y. •NYSICAL TESTING Portland,Oregon 97217-0126 Eo•L TESTING 1 .- Ino ;:i, Phone:1503)289-1778 y' ,,t,4 1 FAX 289-1918 ;!,k, i CONCRETE COMPRESSION TESTS I; TESTED FOR: HL Green REPORT NO. : 90.7088 Y, AA CAST BY: Rick Grieserauer SLUMP: 5. 5" PROJECT: Pacific Corp . Center PERMIT NO. : 90-0182 4 * Building 221 ADDRESS: 7319 SW Kable Lane .. DATE MADE: 9/14/90 1, Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 9/15/90 • 3 , 000 psi, 3/4" MAX. SIZED AGGREGATE BACK MIX iADDITIVES: SOURCE: Poss Island Sand and Greve] / PC301OB CONDITION OF STORAGE: ASTM TICKET NO. : T495975 AIR TEMP: 65" TIME: 8 : 30A CU. YARDS: 7 of 66 '' I LOAD NO. : 8 CONC. TEMP. : 67 ° WEATHER: cloudy % AIR: ' 1 LOCATION OF POUR: Second bay from west side. Slate on grade north end of building. 1 I, Test Weight Max. Load - lbs. Age I ' Date Mark Pounds __ Load per sq. in. __ Average Tested 9/21 28 . 9 2300 7 days Ir. 1,1i 9/21 28 . 9 7260 2280 7 days i" 10/12/ 28 . 9 3500 28 days , s� 10/12 28 . 9 3480 3490 28 days `� !I 'I tI If you should have any questions regarding this or any other report, please / contact Alesia Preston or Jim llietpas at 289-1778 . ii Thank you. cc: HL Green N ' City of Tigard • Supplier MacKenzie/Saito , 1 Ad A MUTUAL •AOT[CTION TO CLIENT'1 TN(PURLIC AND OURS(LY(S ALL REPORTS AN,'wormy-yip II TN[ CONI ID(NTIAL►ROP(Rf r or CLIENTS A'ID ARE MI.ND(O FOP TN(USE OF OUR CLIENTS ONL,NO•rWtR p(RSON OR[telt,MA,UTII IEE TN(REPORT OR ANY PORTON TN(I[[OP[RTNOUT OUR IRRItt(N AIITNONI[ATION )11 } 41 1 rK Lrer.rsrr.- , t NORTHWEST TESTING LABORATORIES, ift7 CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue NON•D[/TR JC TIV[T[f TIN4 MATERIALS INSPECTION PO Box 17126 WELDING. CERTIFICATION I CHEMICAL A4AAAA I/ iD.l TESTING y`' PHYSICAL TESTING Portland•Oregon 97217-0126 IND •I: Phone (503)289-1778 FAX 289-1918 CONCRETE COMPRESSION TESTS S i TESTED FOR: HL Green REPORT NO. : 907087 CAST BY: Rick Griesenauer SLUMP: 3 . 5" a; PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 227. ADDRESS: 7319 SW Kab: e Lane DATE MADE: 9/14/9C Tigard, Oregon TYPE OF SPECIMEN: 6 :c 12 concrete cylinder DATE RECD: 9/15/90 i 3 , 000 psi , 3/4" MAX. SIZED AGGREGATE SACK MIX ADDITIVES: Ali SOURCE: Ross Island Sand and Gravel / PC3010B CONDITION OF STORAGE: ASTM Y TICKET NO. : P49536 AIR TEMP: 65" TIMES 6: 45A CU. YARDS: 12 of 12 I LOAD NO. : 1 CONC. TEMP. : 68 " WEATHER: cloudy % AIR: '1 LOCATION OF FOUR: Second bay from weF;t side. Slab on grade at north end of building. 1 I Test Weight Max. Load - lbs. Age Date Mark Pounds Loadpereq,_in. Average Tested 1 't 4, 9/21 29 . 0 :'] 40 7 days .', { 9/21 29. 0 ;1.] 20 2130 7 days 10/12 28 . 8 3310 28 days 4r d4T, 10/12 28 . 8 32 7x► 3'90 28 days I !it If you should have any questions regarding this or any other ieport, please ,; ' contact Alesia Preston or Jim Hiet:pns at 289-1778 . is,, Thank you , i cc: HL Green I City of Tigard Supplier MacKenzie/Saito ; AS A MUTUAL PROTECTION TO CLIENTS Tit PU .IC AND C JR/tLYE$ ALL REPORTS ARE/U,MITTtD AS TMT ' CON►IOt NTULPROPER?Y COP CLIENTS AND ARE INTENOED POA tot USE OF OUR CL IENT/ONLY NO OTHER PERSON • OR tNTITY MAY UTI"ITf TOO REPORT OR ANT PORTION TRURO.WITHOUT OUR'ROTTEN AUTMORI7ATION , 1 A F ,TI i I t3,. 141'4 .. .. ., l�, 11 44;.,,.0,,, f�$,SRy r' tom,t !Fr 1 k y r M a , 4 L i ,,r'l •` yr1"!T4A -I '11 A, „j f .1' A ,. - ..r �.._-.. .., , r_ I INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 �j Phone: 639-4175 Type of Inspection L< <•C- Date Requested_ (�J � Ti �I/ A.M. Address 1�� 1 1 / ` ^i fes►'" —' Permit M � kol- Owner Lot * Builder The following Building Code deficiencies are required to he corrected: •Z‘24Z----AC2Cel. /402*444-1" /14-147C2-- Presented to Approved Inspector -=WADisapprove! Date ------c CAL FOR REINSPECTION [_] YES ❑ NO 1 L _ s 1 ,iof',RV'yj,...1*/*1AW° ^' 'MC 4.4461.4314""1". 4p � � [ cy Sr *r NORTHWEST TESTING LABORATORIES, INC. i 5405 N.Lagoon Avenue * CON/TIIUCTION INSPECTION g NON•O[/'RL'C TIV[ T[/TIRO , MATERIALS INSPECTION PO.801! 17126 WE.-DING CERTIFICATION C/IEMICAL ANAL';/I/ 6O L TEA TING PHYSICAL TESTING Portland,Oregon 97217-0126 AS/AMNO , i r' `: Phone 1503)289-1778 +'4 I FAX.289-1918 4 'i' CONCRETE COMPRESSION TESTS - 41 TESTED FOR: HL Green REPORT NO. : 907084 ° V- Ili CAST BY: Rick Griesenauer SLUMP: 4 . 5" PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 P.' ADDRESS: 7319 SW Kable Lane DATE MADE: 9/12/90 Tigard, Oregon TYPE of SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 9/13/90 I 3 , 000 psi , 3/4" MAX. SIZED AGGREGATE SACK MIX i ADDITIVES: 9 a • i SOURCE: Ross Island Sand and Gravel / PC 3010B . 41 r CONDITION OF STORAGE: ASTM .. 1 TICKET NO. : A105845 AIR TEMP: 60° TIME: 8 : 30A CU. YARDS: 7 of 56 I 1 LOAD NO. : 8 CONC. TEMP. : 66 ° WEATHER: cloudy $ AIR: LOCATION OF POUR: South end of building 221. Slab on grade east side bay. 1 Test Weight Max. Load - lbs. Age Date Mark Pounds Load _ per sq. in. Average_ Tested t ',' 9/19 29 . 0 2480 7 days i 9/19 29. 0 244u 2460 7 days I :.r .I 10/10 29 . 1 4170 28 days 10/10 29. 1 4190 4180 28 days If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . ', Thank you. ' cc: HL Green City of Tigard Supplier MacKenzie/Saito ' a i • 0 A MUTUAL PROTERION TO CLIENT,. TME PJKIC AN;)OURSELVE/ ALL REPORTS AR(sowT•ID AS TH( f CONP)D(NTIAL PROPS'T♦OF CLIENTS ANC AR(I•IT(NDEDrORTN(US1OF OURCLIENTS ONLT A0 OTH(RPEPSON 00 EN11'T MAT UTILI}(TM(REPORT OR ANT PORTION THEREOF W,TMOUT OtiS WRITER AUTMORIEA,ON + ,� }!S L.__ ___ - _ _ __ . - _A._. _ _ _ _ _ _ __.__ -__._- - _ __ .., rPP" --- :71, ,.— '' 'I NORTHWEST TESTING LABORATORIES, INC. t "r. CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue Box DESTRUCTIVE TESTING M I.' ATERIALS INSPECTION PO.Box 17126 WELDING CERTIFICATION CIIEMICAL ANALYSIS SOL TESTING + PHYSICAL TESTING Portland,Oregon 97217-0126 ASSAYING J Phone (503)289-1778 FAX 289.1918 CONCRETE COMPRESSION TESTS I TESTED FOR: HL Green REPORT NO. : 907083 CAST BY: Rick Griesenauer SLUMP: 4" - 1 • PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 .4 ADDRESS: 7319 SW Kable Lane DATE MADE: 9/12/90 Tigard, Oregon .0; TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECED: 9/13/90 i, 3 , 000 psi, 3/4" MAX. SIZED AGGREGATE SACK MIX 1;ADDITIVES: SOURCE: Ross Island Sand and Gravel / PC 3010B 1 6 CONDITION OF STORAGE: ASTM 1 TICKET NO. : A105836 AIR TEMP: 58 ° TIME: 6: 55A CU. YARDS: 7 of 7 I LOAD NO. : 1 CONC. TEMP. : 66' WEATHER: cloudy % AIR: LOCATION OF POUR: East side slab bay. Slab on grade south end of 221 . 4 { ii 1 Test Weight Max. Load - lbs. A g e 1 } , pate Mark __ Pounds _ Load__ per s_ g-. in. _ Average Tested T t kv 9/19 28 . 9 2830 7 days 1 9/19 28 . 9 2790 2795 7 days 1 •, 10/10 29 . 1 3960 28 days 1 10/10 29 . 1 4000 3980 28 days If you should have any questions regarding this or any other report, please f contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. i cc: HL Green City of Tigard Supplier V MacKenzie/Saito { 1 0, ASA MUTUAL PSO'CCTON f0 Ci IENTS THE PUBLIC AND OURSELvES •Ll►[FOB'S ARE SUSMIIIED•S THE -, i4, CONrIDENTIAL PRCIPERTT or CLIENTS AND All INTENOEOPOS THE VSE OF OURCLIEN'SOMI,NO OTNER►(R90N k 001 NT EITT MAP UTILISE'Pt RE PORI 00 AN.PORTION 1NERIH EOF TNOI.It OUR NRITRI EN AUINO }ATION 0 1 1 ! T Ii a 1 - N. rpp„...________________ .41404,'4'.fiRailtYNr•Wc0+1`. . 404,1nW+' .,iM'M/ *-.m•-n.•'4,• . . ,,, . i , 1--- ..... INSPECTION NOTICE City of Tigard Building Departmenti. P O. Box 23397 L . Tigard, Oregon 97223 . . ,, Phone 639-4175 ' Type of Inspection idose., — , Date Requested — - '/ Time A.M. P.M. Address / mar 1 e / Permit #► —[r'I Y•.� Owner Lot * „_ Builder /1/ L 57-24."L — i . , • ' ' I The following Building Code deficiencies are required to be corrected: , i "iYy/tel r ' co% ' S • i 1 Presented t. _ . // Approved 7101 Inspector Disapproved Date 7717LL OR REINSPECTION ❑ YES ❑ NO —» --,.-^...+nus I :,. I. L______ , r ..*�► �'s'o � � , �� 'VII ' 4 , '�'�MFF•*' 1 : �� r� r,� •0bk,„t40,44..,4--00.441,p,44tt 4-t2110*10001.41nR' . .. is , , 1--- •,r i , . ,. ________ INSPECTION NOTICE .+• . City of Tigard Buileing Department 2:7� P.O. Bo'. 23397 Tigard, Oragon 97223 /G Phone. 639-4175 Typo of Inspection _ 2 .��LlL� t Date Requested Y // 9' ` n�L �aA.M.__ P.M. ; Address r a f,�T �1 ��t� Pernik� —751 I i . Owner L� - Lot � Builder t # �; The following Building Code deficiencies are required to be corrected: 1 1 . • • I . I -- F . • ./ I P►esentod top --._---�—__ A f'� Approved Inspector �� ✓ JL i / _— Li Disapproved Date ' CALL FOR REINSPECTION El YES 0 NO j 1 1 NOR1'UWFS"I' TESTING I_,. BOR, TORIES, INC. 5405 N Lagoon Avenue ,•z +. I '•• CONSTRUCTION INFECTION NON OESTRU=TINE TESTING ' ;,; _ MATERIALS INEPL TION P0.Box 17126 WELDING CERTI[ICATION CIIEMICAI ANALYSIS EOL 1ESTING • PHYSICAL TESTING Portland,Oregon 97217-0126 AsUATINO Phone(503)289-1 7 78 FAX 289-1918 ,' CONCRETE COMPRESSION TESTS d'.1 a TESTED FOR: HL Green REPORT NO. : 907081 I CAST BY: Rick Griesenauer SLUMP: 4 . 5" . PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 ADDRESS: 7319 SW Kable Lane DATE MADE: 9/11/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE REC'D: 9/12/90 I k;;, .' 3 , 000 psi, 3/4" MAX. SIZED AGGREGATE 301011 SACK MIX r `1,11, ADDITIVES: I`t4 SOURCE: Ross Island Sand and Gravel - , CONDITION OF STORAGE: ASTM TICKET NO. : T4-95661 AIR TEMP: 60" TIME: 7 :45A CU. YARDS: 7 of 54 ' LOAD NO. : 6 CONC. TEMP. : 68 " WEATHER: cloudy % AIR: ' LOCATION OF POUR: Middle section line 12 through 26 slab on grade. 4 Test Weight Max. Load - lbs. Age Date Mark Pounds _-_ Load - per sq.inn_ Average__ Tested 3/18 28 . 5 2720 7 days 9/18 28 . 5 2560 2640 7 days 10/9 28 . 7 4000 28 days 10/9 28 . 7 3960 3980 28 days '. If ou should have any Y q uestions r garding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you . • cc: HL Green • i.' City of Tigard rSupplier a, a} MacKenzie/Saito Y A Iz, 1 -..1 ' �� • L ' �f�.• AS• PROTECTION RROT(CTN f0 CLIENTS INC PUBLIC ANG DuRS[IY Lf ALL REPORTS AR(SURMI'TEQ AS PM( : CO[NIO(NTIAL 0000(01,O(CLI(NTR AND ARL INTLNO(O POR 1..PUST Or OUR CLIENT S ONL.NOOTN(R PERSON OR torn,MAY UTILI([TN(REPORT OR AN1 0ORTION f4[R(O[NITNOUT OUR ORITT[N AUTNORI(ATION I) • � Ilf" !TI'. - < * •4' ,� -- — _t_ * 'A NORTHWEST TASTING L_,ABORAT© : , IES, INC. N 5405 N Lagoon Avenue II 1:ON.D[lTOUCTIV[ 'METING CONST A.$ION I CTO TION W[L DINO C[OII YICAtION M IAL! INlII[CTION PO.Box 17126 A ADA.TESTING CHEMICAL TESTING 'NO ANf{ICAC runNa Portland.Oregon 97217-0126 Phone (5031289-1778 FAX 289-1918 CONCRETE COMPRESSION TESTS ' I NO. : 907080 TES°'ED FOR: H. L. Green REPORTI CP.S t BY: B. Suminski SLUMP: 3 -3/4 I1 PRCJECT: Oregon Business Park PERMIT NO. : 1 I/1 Buildi-ig #221 14 ADERESS: Tigard, Oregon DATE MADE: 9/11/90 i 41 r TYZE OF SPECIMEN: 6 x 12 concrete cyl . DATE RECID: 9/12/90 3 , 000 psi, 3/4 MAX. SIZED AGGREGATE SACK MIX ' ADDITIVES: None "{1 Al SOURCE: Ross Island PRODUCT CODE: 3010B 1' CONDITION OF STORAGE: One Day Field/Remaining ASTM TICKET NO. ! T495428 AIR TEMP: 58 deg. TIME: 6: 50A CU. YARDS: 3, ;' LOAD NO. : 1CONC. TEMP. : 73 ° WEATHER: cloudy % AIR: 10 F '' ' LOCATION OF POUR: SOUTH END OF SLAB - THIRD SLAB FROM WEST, NORTH HALF OF BLDG. Test Weight Max. Load - lbs. Age pato, Mark Pounds Load per_sq. in. Average _ Tested-- + 9/18 28 .9 2160 7 Days • 9/18 28 . 9 2180 2170 7 Days y 1 10/09 28 . 7 3620 28 Days f, t 10/09 28 . 7 3610 3615 28 Days A w , . If you should have any questions regarding this or any other report, please t contact Alesia Preston or Jim Hietpas at 289-1778 . -. H. Thank you. A M, c c: 4s 1 r f A{A MUTUAL IICt ION TO CLIENTS THE.►VfLK AND OUl/I L.If ALL MAO.Tf AN!fU �T lMtID Af THE`�' OMCONYID{Nt1AL PNe►IOTT or CLI[NTSAND ARE INtINOIDYOO TNI U{I O.OU•CLIINT{ONLY NOOTNI4►IO{ON f 11 ON INT,TT MAT VT,L111 TNI NIPOOT OA ANT►O►TION TNINNO.N,t•7UT CNA*OMEN AUTNOMIATON i { , A 4 t+ 1 `r . 4 } NORTHWEST TESTING LABORATORIES, INC. CONSTRUCTION I.$PtC TION 5405 N.Lagoon Avenue NON.O[ITRUCTIVC TtITINJ MATERIALS INIPICTION PO.Box 17126 WILDING CtNTIr I'I.T1oN '{ CHEMICAL ANALYIII IOL TESTING ' PHYSICAL TESTING Portland.Oregon 97217-0126 AI/AYINo Phone (503)289-1778 FAX 289-1918 CONCRETE COMPRESSION TESTS • TESTED ruR: H. L. Green REPORT NO. : 907078 , CAST BY: B. Suminski SLUMP: 4 PROJECT: Oregon Business Park PERMIT NO. : Bldg. #221 ADDRESS: Tigard, Oregon DATE 1•LhuE: 9/10/90 TYPE OF SPECIhEN: 6 x 12 concrete cyl . DATE RECID: 9/11/90 3 , 000 psi, 3/4 MAX. SIZED AGGREGATE SACK MIX M ADDITIVES: None SOURCE: Ross Island PRODUCT CODE: 3010B CONDITION OF STORAGE: One Day Field/Remaining ASTM TICKET NO. : A105660 AIR TEMP: 68 deg. TIME: 8 : 20A CU. YARDS: A LOAD NO. : - CONC. TEMP. : 76 drag. WEATHER: clear % AIR: LOCATION OF POUR: CENTER OF SLAB - WEST SLAB OF NORTH HALF OF THE BLDG. Test Weight Max. Load - lbs. Age Date MarkPounds Load per sq._ in. AverageTested 9/17 28 . 5 2710 7 Days 9/17 28 . 5 2710 2710 7 Days i 10/08 28 . 7 4000 28 Days 10/08 28 . 7 3960 3980 28 Days + ` If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . r Thank you. cc: 4 AS A MUTUAL PROTIC'TION TO CLIENTS TMt PULA AND OURILLAEll ALL REPORTS ARE WSMITTID Al TMI CONPIOLNTIAL PROPIMY Or CLIENTS AND ARE INTENDED TOR TMl USI OP OU•CLItNTI ONL.NOOTHIN PIRION OR EMIT.MAT UTILIZE THE RIPORT OR ANT PORTION TAl•IOt WITHOUT QUA WRITTEN AUTHORIZATION '4. • YY L__ _ _ . _Ahilimm- ______—...iii .. . .. ,,...«+x... w. ...wl w+'.,nRM.Yr.w-w•TAr•' .u.',Mr ♦MYA,AM♦+M'.,P+ -• +r...p... ♦IJ.a - .. •.. .. . -1 r I . 1. �'��R'�'HWEST TESTING �,.�������AT RITES, INC. CONSTRUCTION INSPECTION 5405 N.Lagoon Avenul- NON•OCSTRUCTIVI TESTING ►,•TERIALS INSPECTION PO.Box 17126 WILDING CERTIFICATION • CHEMICAL ANALYSIS SO,L TESTING RHVSIC AL TESTING Portland,Oregon 97217-0126 TNG Phone (503) 2891778 CONCRETE 8OMPREI1ION TESTS TESTED FOR: HL Green REPORT NO. : 907077 , CAST BY: B. Suminski SLUMP: 3-1/2 PROJECT: Oregon Business Park PERMIT NO. : • ros 1 Building 221 ADDRESS: Tigard, Oregon DATE MADE: 9/10/90 'x ' .,. 1 TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE REC'D: 9/11/90 1 .'1� 3 , 000 psi, 3/4 " MAX. SIZED AGGREGATE SACK MIX ! ADDITIVEP: None a SOURCE: Ross Island Sand a,id Gravel CONDITION OF STORAGE: ASTM iyHt4 TICKET NO. : A105650 AIR TEMP: 62 deg TIME: 6: 40P CU. YARDS: J LOAD NO. : --- CONC. TEMP. : 75 deg. WEATHER: clear % AIR: I LOCATION OF POUR: SOUTH END OF SLAB - WEST SLAB OF NORTH HALF OF BLDG. , . Test Weight Max. Load - lbs. Age `,, Date Mark Pounds Lead er Avera_ge_ Tested �' p sg. in. 1 1 " 9/17 28 . 8 3180 7 Days i . 9/17 28 . 8 3340 3260 7 Days ' ' 10 08 28 . 9 4490 28 Days 1 b ' 10/08 28 . 9 4460 4475 28 Days • If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . t Thank you . i j cc: HL Green 4 City of Tigard t Supplier ' MacKenzie/Saito & Associates 1 , Al•MUTUAL PSOTICTION To cut es tut PU^LIC INC Of ISILvIS ALL REPORTS Alt SIISIMITTIO Al,NE ' I: CONFIDENT,•L PROPtST V or CLIENTS AND ARE INTENDED FOR THE U1!Or OUR CLIENTSONLT NO OTHER PERSON OR(MITT MAT()Tull THE REPORT OR ANT PORTION T NEMOF TMTNOL,T OUS es.TTIN•UTNORI!AT,ON •. +i to . • .. , tr ♦ ..... NOR THIVES ', TESTING LABORATORIES, INC. F .. CONSTRUCTION INSPECTION 5405 N Lagoon Avenue NON. DLf TR UC TIV[ TESTINJ • MATERIALS INSPECTION PO Box 17126 WILDING CCRTIPICATION C1IEMICAL ANALYSIS SOIL TESTING •NT3ICAL TESTING Portland,Oregon 9 721 7-01 26 ASSAYING Phone (5031289-1778 FAX 289-1918 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 907075 CAST BY: H. Hillyard .,LUMP: PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 ADDRESS: 7319 SW Kable Lane DATE MADE: 9/07/90 Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE REC'D: 9/08/90 3, 000 psi, 3/4 MAX. SIZED AGGREGATE SACK MIX ADDITIVES: PRODUCT CODE: 3010B SOURCE: Ross Island Sand and Gravel 1 CONDITION OF STORAIE: ASTM 1 TICKET NO. : T495420 AIR TEMP: 57 Deg. TIME: CU. RC, LOAD NO. : CONC. TEMP. : 80 deg. WEATHER: cloudy % AIR: 9 LOCATION OF POUR: SLAB ON GRADE 4TH SECTION EAST - SOUTH HALF . 1 Test Weight Max. Load - lbs. Age Date _ Mark Pounds Load per sq. in. AverageTested 9/14 28. 8 2640 7 Days 9/14 28 . 8 2670 2655 7 Days I 10/05 25 . 0 3470 3470 28 ra}s If you should have any questions regarding this or any other report , please contact Alesia Preston or Jim Hietoas at 2P9-1''78 . Thank you. cc: HL Green City of Tigard Supplier MacKenzie/Saito I AS A MUTUAL PROTECTION TO CLIENTS TNt PUBLIC ANO OURSELVES ALL REPORTS ARE fuIMItrID Af'MI 'ONPIDINTIAL PROP[RTT OS CLIENTS AND ARI INTINOID POR'Mt tilt OP OUR CoaNTS ONE,NOOTMIRPERSON OR[PM?,MA.UTILIZE tut RI0001 OR AN,PORTION TMIRPO,MITMOUT OUR RMTTtN AUTMORI=ATOON r . x NORTHWEST TESTING; LABORATORIES, INC. i CONSTRJCTION I NSPECTI ON 5405 N.lagoon Avenue { NON•DESTRUCTIVE TESTING M 'ALS INSPECTION PO.Box 17126 WELDING (ERTIPICAT'ON C.IIMICAL ANALYSIS II RO,L TESTING •NVRICAL TESTING Portland,Oregon 97217-0126 ASSAYING •' Phone 1503)289-1778 FA:', 289-1918 CONCRETE COMPRESSION TESTS ' TESTED FOR: IlL Green DEPORT NO. : 907074 CAST BY: D. Hil]yard SLUMP: 1 PROJECT: Pacific Corp. Center PERMIT NO. : 90-0182 Building 221 ADDRESS: 7319 SW Kable Lane DATE MAGE: 9/07/90 Tigard, Oregon f.. TYPE OF' SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 9/08/90 ' ,F., 3 , 000 psi, 3/4 MAX. SIZED AGGREGATE SACK MIX 4 ' 9 ADDITIVES: PRODUCT CODE: 3010B , SOURCE: Ross Island Sand and Gravel ' CONDIT::ON OF STORAGE: ASTM TICKET NO. : T495313 AIR TEMP: 57 r'eg. TIME: 7 : OOA CU. YARDS: 11/11 LOAD NO. : 1 CONC. TEMP. : 80 dry. WEATHER: cloudy % AIR: LOCAT'ON OF POUR: EIGHT CYLINDERS CAST Oil SOUTH END, SLAB ON GRADE FOURTH SECTION EAST, SOUTH HALF. Test Weight Max. Load - lbs. Age ,?� Date lK l,ck Pounds -_ Load _- per sq.2__in. Average Tested ' 1 9/14 28.8 2810 7 Days +, � 9/14 78 . 8 2830 2820 7 Days 10/05 28 . 7 4000 23 Days 05 28 . 7 10/ 4020 4010 28 Days If you should have any questions regarding this or any other report, please contact A esia Preston or Jic Hietpas at 289-1778 . Thank you H. cc: HL Green ,, City of Tigard Supplier :0 MacKenzie/Saito 4 AS A MUTUAL PROTECTION TO CIENTS TNI PUSLIC AND OURSELVES All REPORTS ARC iU M'TID AS THE 4 'ON.IDINTIAL PRO•CRT•O.CIIINTi AND ARC INTI NOID IOR T."I USE OE OUR CLIENTS ONLT NOOTNIR RERSON t. 'IR INTI?,MAT UTILISE THE REPORT OR AN.PORTION T.IERIO.WITNOVT OUR R111TTEN AUTNORIEAT.ON I 411111111111/11 ' *. l___ . r------ __ _ 401••••••...1 F---- . 1 INSPECTION NOTICE I City of Tigard Building Department r , P.O. Box 23397 Tigard, Oregon 97223 ; Phone: 839-4175 i Type of Inspection ________ — -1 - Date Requested___ - "/ Time_._ A.M. P.M. Address /)a/ 1 x�_// lam"' I &Y' )/ Permit # 9Z5 -6-/i., - I Owner _ Lot # Builder — 2-' ,11_ ) — -- I The following Building ode deficiencies are required to be corrected: 1 Presentod to — ." Pirroved Inspector -. �. y. .5�� L1 Disapprover Date CALL FOR REINSPECTION O YES Ll NO I L.__ 1_ .. I NORTHWEST TESTING L.ABORATORI Ih ,S, INC. 6 5405 N Lagoon Avenue NON.DtfrllvcnvTASTINGC(1N•r TR VCTION INSPECTION TION 9 t TASTING q p • MATCRIALS IT/IRECTION PO Box 17126 WELDING CERTIRICATION •r ,.. CHEMICAL If • T NV11CA'. TCSTINO Portland,Oregon 97217-0126 so L TEST IRO R Phone (503)289-1778 •I . FAX 289.1918 . . CCNCRETE COMPRESSION TESTS to!, TESTED FOR: H . L. Green REPORT NO . : 907072 LI° l Z CAST BY: D . Hillyar.d SLUMP: 2-1/2 n.• 1„ PROJECT: Bldg. 221 PERMIT NO. : BUP90-0182 ADDRESS : DATE MADE: 9/06/90 ` I ,it, TYPE OF SPECIMEN: 6 x 12 concrete cyl . DATE REC D: 9/07/90 • 3,000 psi , 3/4 MAX. SIZED AGGREGATE SACK MIB ADDITIVES: None • SOURCE: Ross Island Sand & Gravel • PRODUCT CODE: 3010B CONDITION OF STORAGE: One Day Field/Remaining ASTM 4.' ' TICKET NO. : T495308 AIR TEMP: 80 deg. TIME: 8 : 30A CU. YARDS: 11/95 LOAD NO. : 9 CONC. TEMP. : 65 WEATHER: cloudy .. AIR: ,w , y; 1 LOCATION OF POUR: S- 1 / 3 Test Weight Max. Load - lbs . Age lI Date Mark Pounds Load per sq. in . Average _-_ Tested 141 1 * 9/ 13 28. 9 2480 -, Days ' I .. 9/ 13 28. 9 2320 2 4CO -r Days ;a', 10/04 28. 7 3730 28 Days 4: 10/04 28. 7 3770 3450 28 Days If you should have any questions regarding this or any other report , please contact Alesia Preston or Jim Hietpas at 289- 1778 . Thank you . • cc : 1 AS A MUTUAL PR(TECTION TO CLIENTS TN(RUSLIC AND OURSELVES ALL REPORTS ART BUMAITT[(1 AS TN( CONRIDENTIAL RRORERTT(,P CI.ICNT$ANO ARt INTENDEOROR TN[USE OR OURCLIENTSONL•NOOTNER►tRSON OR TNTITV MAV UTIL12T THE REPORT OS AN•PORTION Tr.(RTOR RITNOUT OUR(IRITT(N AUTNORITATIOh r 01 • • T , 1 , • • .,- .. ix •..i , .. ...a w.•.Mr..OMNMtWMW.w+... f 1 ': NORM VEST TESTING LABORATORIES, INC. I ' CONSTRUCTION INSPECTION 5405 N Lagoon Avenue I NON•OESTRUCTIVE TESTING MATERIALS INSPECTION PO.Box 17126 INELOING CERTIFICATION C.,EINiCAt •HANSI{ 6O•L TESTING CI I.MTSICAL Tt•TING Portland,Oregon 97217.0126 ING '•' Phone:(503)289-1773 FAX:289-1918 i : , ': , 7 L., 11' 1 CONCRETE COMPRESSION TESTS I TESTED FOR: H. L. Green REPORT NO. : 907071 1 CAST BY: D. Hillyard SLUMP: 2-1/2 I. PFD.IECT: Bldg. 221 PERMIT NO. : BUP 90-0182 :, hODRESS: DATE MADE: 9/06/90 ' TYPE OF SPECIMEN: 6 x 12 concrete cyl . DATE REC 'D: 9/07/90 I ,; . 3,000 psi, .3/4 MAK. SIZED AGGREGATE SACK MIX t t, rADDITIVES: ( r' ...1111 SOURCE: Ross Island ' I j I� PRODUCT CODE: 30108 S 1 y I .aI` . CONDITION OF STORAGE: One Day Field/Remaining ASTM Pa TICKET NO. : T495302 AIR TEMP: 80 deg. TIME: 7 . 15 CU. YARDS: 11 4 • s / 4 w LOAD NO. : 3 CONC. TEMP. : 60 WEATHER, cloudy % AIR: L.p,: A' ,?., LOCATION OF POUR: N - 1/ 3 - SLAB ON GRADE, SECTION ON SOUTH 1 /2 FROM EAST . Test Weight Max. Load -. lbs. Age Date Mark Pounds Load per sg, in. Average Tested '' 9/ 13 28 . 8 2530 7 Days 9/13 28 . 8 2530 2530 7 Days 10/04 28 . 6 3640 28 Days AA 10/04 28 . 6 3680 3660 28 Days ' If you should have any questions regarding this or any other report, please contact Ales+a Preston or Jim Hietpas at 289-1778. ' I Thank you . cc `I. F .41 •6 A MUTUAL MIOTIC•'ON TO CLIENT[ TMT PUBIC AND OURSTLVII ALL ORPORTS MIT$USMITTID AS TMt tCONFIDENTIAL 0.0140.•Or CLINT{ANC'ART INTI NDtO►ON TAR USA 0•'OUIICLItNTA ONEOT ,NONINAVASON OR tNTITT MA,LEN It•-t RIFORT OR AN,RtN TION T.e,IOI RI•MOUT DUO*R,TTIN ALITNpRIAt o.. 1 _JAMMM,_ , ::: . 1' +:i 4 NORTHWEST TESTING LABORATORIES, INC. CONSTRUCTION IN/►LCTION 5405 N Lagoon Avenue NON.D[{TRUC♦IV[ TESTING n• l� MATERIALS IN{•[CTION PO Box 17126 WELDING C[RTI/KATION !1':.1 T7' . C.ILMICAL ANALYSIS {OIL TESTING •N►91CAL TESTING Portland,Oregon 97217.0126 INO '7;t_ i Phone'(503)289 1778 A FAX 289"1918 i CONCRETE COMPRESSION TESTS ` ' 1 TESTED FOR: H . L. Green REPORT NO. : 906613 ' ski, 1 CAST BY: B . Suminski SLUMP: 3-1/2 ,, , PROJECT: Bldg. 221 PERMIT NO. : .i'� ADDRESS : DATE MADE: 9/05/90 TYPE OF SPECIMEN: 6 x 12 concrete cy] . DATE REC 'D: 9/06/90 • 1 3,000 psi , 3/4 MAX. SIZED AGGREGATE SACK MIX 1 1 ADDITIVES: None SOURCE: Ross Island Sand & Gravel i a PRODUCT CODE: 30108 CONDITION OF STORAGE: One Day Field/Remaining ASTM I TICKET NO . : T495228 AIR TEMP: 72 Oleg . TIME: 10 : 00 CU. YARDS: 1 LOAD NO. : --- CONC. TEMP. : 77 deg . WEATHER: clear % AIR: LOCATION OF POUR: NORTH END OF SLAB - EAST SLAB ON GRADE ,1 1 • Test Weight Max. Load - lbs. Age Date Mark Pounds Load _per sq. in. Ave rag2 ___ Tested I 9/ 12 28 . 5 2480 7 Days ' 9/12 28 . 5 2480 2480 7 Days l 10/03 28 . 5 3430 28 Pays 10/03 28 . 5 3430 3430 28 Days If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778 . Thank you. cc : A{A MUTUAL•ROT(CION TO CLIENTS INC PUUL'C AND OURSELVES ALL•E•O•TL ARE/UISMITTLO A/T..E CON/IDENTIAL•RO•(RTT OT CLIENT{AND AR(INT[NOED,OR THE U/(Or OUP CL(NT/ONE•110011(11•(R{nl. OR 1 NTlty MAT UTILI:E TN(Rt►ORT OP AN,AORTION TN(R(OT rrnNC_'pus 4••.'TtN AUTNORI:ATION I _Ilir emb— a t, 1 1 NORTHWEST TESTING LABORATORIES, INC. CONSTRUCTION INV[CTIOAI 5405 N.Lagoon Avenue M ON•Ot.TSUCTIVC TESTING, • 11ATt11101 INSPECTION PO Box 17126 WELDING CC Tl4KATION %1 CHEMICAL /NALTSIS 10.1- TESTING PI,Y SIC AI TESTING Portland,Oregon 97217-0126 IMO Phone (503)289-1778 i' FAX 289-1918 CONCRETE COMFRESSION TESTS ! I TESTED FOR: H. L. Green REPORT NO. : 906612 CAST BY: D. Hillyard SLUMP: 4 PROJECT: Bldg. 221 3719 SW Kable Ln . PERMIT NO. : Bud 90-0182 ADDRESS: DATE MADE, 9/05/90 TYPE OF SPECIMEN: 6 x 12 concrete cyl . DATE REC 'D: 9/0E/90 3,000 psi , 3/4 MAX. SIZED AGGREGATE SACK MIR ' I ADDITIVES: SOURCE: Ross Island PRODUCT CODE: 30108 CONDITION OF STORAGE: One Day Field/Remaining ASTM TICKET NO. : T495042 AIR TEMP, 61 deg . TIME: 6 : 30A CU. YARDS : 7/7 LOAD NO. : 1 CONC. TEMP. : 80 WEATHER: clear % AIR: LOCATION OF POUR: Cyl . Cast @ 9 Line SOG B-C from 4- 10 Non-Reinforced Test Weight Max. Load - lbs. Age Date Mark Pounds Load per sq. in. Average Tested 9/12 28 . 6 2020 7 Days 9/ 12 28. 6 1980 2000 7 Days 10/03 28. 8 3220 2)3 Days 10/03 28 . 8 3220 3220 28 Days If you should have any questions regflyding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-- 1778 . Thank you . cc : AS A MUTUAL PaOTtCTICN TO CII('($ /MS PUS,C AND OUSSILVIS AL• IMMDSTS ARS SUSMI'RID AS'.( CONIID[NTIAL 550515'• )1 CLIENT[ANDARC INTENDED co*TWA Olt 01 CJN CLIANTSONLV NOOTM(N PARSON OR INTIT.MA'UTR.71'•. .(PORT OP AN.NORTON'.45(0/NITMOUT C J.**TUN AUTNOMI1ATION • L_ INSPECTION NOTICE 1 City of Tigard Building Department P.0 Box 23397 Tigard, Oregon 97223 Phone' 639-4175 0' ,-..........- Type of Inspection -- -----( r-- --.,4.5„. Date Requested '94/-- e /..-; ' TIM_____X A.M. P.M. Address it-3/ ijA.- C.- Permit # ? Owner Lot * Builder /4'1 L The following Building Code deficiencies are required to be corrected: 1 ;/:/ .pit' Xjai7-0_,S- .'1,--- ---4---./-2--- 7--- i (...------- Presented to 11 Approved Inspector n Diomproved Date CALL FOR REINSPECTION EYES 0 NO .... I L .5 _ 1 - »r ti, . , w » 1 0 WASHINGTON COUNTY INSPECTION CARD PROJECT NO. OF LAND USE AND - RANSPORTATION PERMIT N0./(/� ,'- ( �l, � . bFOR INSPECTION CALL: 640-3561 24 HOURS ' /� FOR INF ORMAT10 CALL 7640- 1 0 / / GAUL t c� V r��p� r, I, ADDRESS 2 ill� V� l� , "^ - -_ PERMITFF �i�'ti�y v "‘ f DIRECTIONS li ' PHONE NO. -11) '7/7 ee,/tei- •,,,,,,, C . go' BUILDING MISCELLANEOUS PLUMBING ELECTRICAL I ftq post/beam nail mobile home —al'ound rain drain temp service .`. fdn frame apron/ wood stove .'.s /beam storm sewer cover I service "'✓` sidewalk slab insul HVAC top-out FINAL FINAL FINAL gas test sewer USA No. OTHER - . / -( �CAII�� _ „9--2.1 j — 1/11 PPROVED [ RACT []APPROVED HOWE VER INSPECTION liii STOP WORK UNTIL: /3 - --P Ci�.---cr tit-''C -- //i� e r i _ __ --- - i .. -- L_i! --- - - -- —---— _— ---- 1 _z _{..... ____ f , - - - 4 V - e f. INSPECTED 4r - ,r / .,,�� _ DATE . ,�1 1)�) — 1 '' ' , ''', .'P.' 1 y ) a r n �, r .4%4r, {, Aporo- pry r w Vu ,a11..i' .44:54N:#4* Nl ASem0101,041e "i flik,ite ,14 1•, .: NORTHWEST TESTING LABORATORIES, INC. i''''.. CONSTRUCTION IN1•[CTION 5405 N.Lagoon Avenue 4t, NON.O[STRUCTIV[ TASTING i1 MAi[IIIAL$ IN1►[C TION PO Box 17126 w[LOINO C[r1TIrICATION C.1[MICAL ANALYSIS [OCL TASTING •NVAICAL TASTING Portland.Oregon 97217.0126 INCA r' Phone (503)289-1778 FAx 289-1918 CONCRETE COMPRESSION TESTS TESTED FOR: HL Green REPORT NO. : 906609 CAST BY: R . Griesenauer SLUMP: 4 , 1 PROJECT: Oregon Business Park PERMIT NO. : Building 221 ADDRESS: 7233 SW Kable Lane DATE MADE: 8/30/90 ' Tigard, Oregon TYPE OF SPECIMEN: 6 x 12 concrete cylinder DATE RECD: 8/31/90 3,000 psi, 3/4 MAX. SIZED AGGREGATE SACK MIX • ADDITIVES: SOURCE: Ross Island Sand and Gravel CONDITION OF STORAGE: ASTM ' •11 TICKET NO. : T495143 AIR TEMP: 65 deg . TIRE: 8: 00A CU. YARDS: 11 of 11 .1 LOAD NO. : 1 CONC. TEMP. : 68 deg. WEATHER: cloudy I AIR: LOCATION OF POURS Slab on Grade , Footing Remaining on line C Also Test Weight Max. Load - lbs. Age Date Mark Pounds Load per sq. in. Average Tested 9/06 29 . 2 2210 7 Days • 9/06 29 . 2 2160 2185 7 Days 9/27 29 . 1 3770 28 Days 1 9/27 29 . 1 3860 3815 28 Days ) If you should have any q! •stions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289-1778. Thank you . • 1 cc : HL Green ' City of Pigard Supplier 1 MacKenzie/Saito & Associates A; t •rt! A$1 MUTUAL MOT[CTION TO CLI[NT1 TNL 0./OL,..A00 OD0I:LV[1 ALL 0:1/0111 AR:SU5MI11Lo Al TN: CON/10001AL•AORARTT OT WANTS ANO ARA IN1l NOLO TON'Mt USI Or OUR CLI[0T1000 NO OTMt00i000. 00[NTIT,MAT UTIIIT:INS 515001 00 ANv 0001,01•M:Of Or*,1100/000 MIMTT:N AUTM00,:A7 KIN ..he., :.w: A,wRAIr.•,►..I�.F. 411.1 ,rte,�. NPr.,�yys,a+w,. ,,..+a+. . 1; . '� - ,., f4.1. `..I ,:YMhtf'�, Mr', ;, :y :�[.y •. **. �1� i :14'4T A' ay: • 4^'.!^•#r" -y «'.: � . ' ^.ib ,, !ql "`TT�." e....._ 1 1 NORTHWEST TESTING LABORATORIES, INC. 1 CONSTRUCTION INSPECTION 5405 N.Lagoon Avenue Box TIterNO MATERIALS 1N1►LC TION PO 17126 WILDING CERTIFICATION 1J CHEMICAL ANALYSIS PNYAICAL TESTING Portland.Oregon 97217-0126 SOIL TESTING INa Phone (503)289.1778 FAX 289-1918 CONCRETE COMPRESSION TESTS TESTED FOR, HL Green REPORT NO. , 906608 I CAST BY: R. Griesenauer SLUMP: 4 1 PROJECT: Oregon Business Park PERMIT NO. : Building 221 ADDRESS , Tigard, Or'gon DATE MADE: 8/29/90 rn TYPE OF SPECIMEN, 6 x 12 concrete cylinder DATE REC 'D, 8/30/90 2500 psi , 3/4 MAX. SIZED AGGREGATE SACK MIH ADDITIVES: SOURCE, Ross island Sand and Gravel CONDITION OF STORAGE, ASTM TICKET NO. : Al -05137 AIR TEMP: 65 deg . TIME: 2 : 20P CU. YARDS, 9 of 46 LOAD NO. : 5 CONC. TEMP. : 67 deg. WEATHER, rain t AIR, `11 LOCATION Or POUR, LINE C, LINE 17 TO 26 BLDG . 221 INTERIOR FOOTINGS Test Weight Max. Load - lbs. Date Nark Pounds Load Age per sq. in. Average Tested ' 9/05 29 . 3 2720 7 Days 9/05 29 . 3 2690 270'. 7 Days i 9/26 29 . 3 4760 28 Days 9/26 29. 3 4780 4760 28 Days If you should have any questions regarding this or any other report, please contact Alesia Preston or Jim Hietpas at 289- '. 778 . Thank you . 9 cc : HL Green City of Tigard Supplier MacKenzie/Saito & Associates A',•MUTWL•ROTEC'fON TO CLIENTS 1NE►USLIC AND OURSELVES •LL REPORTS Alt.USM?1LL AS THE ) CONFIDENTIAL PRO►ERTT Of CLIENTS AND AREINIEND0D,0R THE USE OF OURCLILNTSO-.L,NOOTNERPERSON 011 EN11T1 MAN UttL1E TNT REPORT 00 ANT POR/10N TNERE01 VeT.OU1 OUR*MITTEN•UTNORILATIUN f r 80,q r. r•••• .. •,..4.011011000040110411440.~0,116 4 ' :',11 .'i ' ' ' ''*‘.::;if'.. '4.....,4.01,,,W, 1 CITYOFTIG1RD �,� ,RD 1 tir I COMMUNITY DEVELOPMENT DEPARTMENT ,.....011N1014...} PLUMBING PERMIT 13 126 6SW Heil Bim. P.O.Ba 23397.TOW,Oregon 97223(503)r3-4176PERMIT N .. . : PL 1r 9 C€--k71.;`;1. ! - - -- _ PRIM. PERMIT N. : BUP9O•-0182 '4 - ------------- 639'-4171. DATE ISSUED: O8/29/9O SITE ADDRESS. . . : 7319 SW KAI:4LL LN OB. 221 PARCEL: 2S112AC•-)1 00 SUBDIVISION - FANNIJ CREEK ACRE: TRACIS ZONING: 1-L i BLOCK • LOT :23 CLASS OF WC)F<K. . :NE W GARBAGE DISPOSALS. . : MOBILE HOME SPACES. : TYPE OF" USE -COM WASHING MACH. . • BACKFLOW PRFVNTRS. . : :l OCCUPANCYfiFil'. . :F+G'. FLOOR DRAINS. . . . . . . : TRAPS • 0 STORIES • 1 WATER HEATERS. .. ,. . . . : CATCH BASINS LAUNDRY TRAYS SF RAIN DRAIN'; • 1SINKS URINALS _ .. . . GREASE TRAPS • . LAVATORIES • OTHER FIXTURES TUB/SHOWERS . SEWER LINE (ft) . . . . :500 WATER CLOSETS. . : WATER LINE (ft) • .10O DISHWASHERS • RAIN DRAIN (ft) . . . . : 1 Remarks: Construct ' hell for 97, 500 sq. ft. bidq. F ndtn permit issued 8/.3/90 Owner: PACIFIC REALTY ASSOCIATES, LP type amount by date recpt 1.11 SW 5TH AVENUE, SUITE 2950. PAYM $ 152. 76 JLH 08/29/90 PRMT $ 117. 50 / / ! a POR T1..AND OR 97204 PECK $ 29. 38 / / Phone N: 224-6540 5PCT $ 5. 88 / / Cont actor; -- __..._.._.__._.__......._. DEAN WARREN PLUMBING 3'( 1 1. SE 13TH 00k I LAND OR 97202 Phone M.: 236....41.52 $ 152. 76 TOTAL Rpq M. ., 2683PL REQUIRED INSPECTIONS --- This permit is issued subject to the regulations contained in the Top-out Insp ________ Tigard Municipal rode. State of Ore. Specialty Codes and all other Final :T.nspection _.__•_,,._...._____._._._.__.. applicable laws. All work will be done in accordance with __ _._._.__..__— .._._..._....._.__._._._...._..__. ' approved plans. This permit will expire if work is not started ,.___•__•-,__..__.__..___.__._-_.._._ ...-- ._________.___-• _..... 1 within Lee days of issuance, or if work is suspended for more .. _.._ --------- ----- thanlee days. —.__....__ .._.._..__ .._. ._.._.....—__..______.__..•.__. _ Permittee Signature: 57z.) ______________ __.--..._._... L / 4 lsued i y: _.._._..__._......_._.._._._......_.... ____. _._ .... _........_._.._. _......................_....... Call for inspection -• 639•-4175 i 3 4 - » I 'Illiii 1 I L. t f J_ kt_ — "k J INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection —� ��" �) l Date Requested ) C Time AM.--� P.M. 9.31q � ,(� Permit # L1 Address ___.. /��� / t ��'�`-�--� Owner // Lot 0 Builder __ r7' L_ � ��� The following Building Code deficiencies are required to be corrected: l atr4 )7( 7-e- G" s r Si dcc Ci,f' . Presented to __� Approved Inspector _ _ Lf,J Disapproved { Date ! 1 /9rV CALL FOR REINSPECTION Ci YES Cl NO ii ITGAPD pLrEirr or PAYMENT RECEIPT NO. 190-204205 CHECK AMOUNT 11 152. 76 NAME 1 DEAN WARREN rulmblmu CASH AMOUNT : U. 00 ADDRESS PAYMENT DATE t 00/29/90 SUBDIVISION t PORTLAND. OP PURPOSE OF PAYMENT AMOOWI FAID VoPPOSE OF PAYMENT AMOUNT PAID rLumptNo PERM PLM90-0151 117, !.7r.i 9v. ROILD PER 5.00 PLAN CHECK FL • 7.719 SW KALE LN BLDr MT AL AMOUNT PA I U I - --- •- - - - • • _ 7319 SW KABLE LANE, OBP III 5 OF 5 BLDG. 221(G) SITEWORK AND SHELL INSPECTION NOTICE City of Tigard Building Department ll` P O Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection __ Date Requested___ cC1 vF �� Time /'A.M. P.M. Address 7 3/9 A- ) Permit #�Q Owner Lot # Builder A71L-- .2-41e r� The following Building Code deficiencies are required to be corrected• 2c— 2' �3 _/ _ e„� -C 2-co i3 Presented to ./ /” Ppproved Inspector off/, do' LJ Disapproved Date CALL FOR REINSPECTION El YES U NO +immiserrs 1 I I ____________ ___ .., ',...;vre.,Ai,::.•.'., . .. , 4,...._. ., ',...:. . • I •M. 4 ' ... PROJECT NO. AN WASHINGTON COUNTY INSPECTION CARD y,. DEPARTMENT OF LAND USE AND TRANSPORTATION PERMIT NO. y(:' --0 1 --- .t°J. FOR INSPECTIONS CALL: 640-3561, 24 HOURS FOR INFORMATION CALL: 40-3470 flP 'L.-. --) DATE 41 2 . _ • .)?i 6,<.7.2 02.- —r24 , ADDRESS PERMITEE DIRECTIONS ..- Ailf2 -71/. '42 PHONE NO. tr/42_44.4 . ce ..) 14ø -!, . . .1 (1L . 1 BUILDING MISCELLANEOUS 4111601% ELECTRICAL — ftq post/beam nail bile home around ..4' rain •rain temp service . ; f dn tram apron/ wood stove post/beam 00=10 cover 6 service sidewalk slab insul FIVAC top-out FINAL FINAL .. FINAL OTHER 0 PPROVED PAI II AND RE-INSPECT EINOT APPROVED gas test RE sewer USA No. riREQUESTED INSPECTION L.jAPPROVED HOWEVER NOTE: El STOP WORK UNTIL: 1' / :T ./, 0 1, ._------ ._. i ,O . _ . . , — • 4. .1 / d I, i Ill 1 (4 '7 ::?'..) If 9 (' ,( mm111111181111101MMFOWNIPMIPPIEMort:44 1 I • 4, —...] , - . to, , l r"-- , INSPECTION NOTICE (dit City of Tigard Building Department P.O. Box Tigard, Oregon 97 223 ,/v ��jN(q �) Phone: 639-4175 / Type of Inspection `�7.M . p4 4{/ Z‘;',/ . {,2.1--Z- Date Requested F. aro4 - .' Ile A.M. P.M. Address - Permit # _. Owner-7?-�-' _ A.:z_ Lot #__ Builder _ //04,1_Lx--) -- 1 The following Building Code deficiencies are required to be corrected• '— _47.::,,fe.. INII If I. 5 f Tirr_67____,6_,94 ,, , ' - 5 c ,e) ke-A Presented to _ Approved Insoector i! • ` -_ _ Li Disapproved Date D — 'v.? • �!2 CALL FOR REINSPECTION O YES fL NO I LL_____ .t ,111111111114-4...44,...........0..........[ / -~~- „,,,,„.. z CNOmI � RD - & 8UlLDlNG PERMIT � caY� - �� PERMIT 0. . . . .. . . : B\)P90-0182 �' ����8�NN��W��y DEVELOPMENT DEPARTMENT ^ ^ ' ^ ^ ^ ^ \ PRIM. PERMIT 0. : BUP90-0182 �� ,»,����� poBox 23397 �� ��97223(5031530-4175 '� ' ^.. , '. � 71 `~-~ DATE ISSUED: 08/16/90 ~ _ SITE ADDRESS. . . : /319 SW KABLE LN 0B. 221 PARCEL: 26112AC -01500 SUBDIVISION ^ FANNO CREEK ACRE TRACTS ZONING: [-L BLOCK : LOT :23 REISSUE: FLOOR FLUOR AREAS---------- EXTERIOR WALL CONSTRUCTION- ' CLASS OF WORK. rNEW FIRST ^97500 sf N: S: E: W: TYPE OF USE -COM SECOND. . . : sf PROTECT OPENINGS?---------- TYPE OF CONGT. :3N THIRD ^ sf N: S: E: W: OCCUPANCY GRP. :B2 TOTAL---- -: 97500 sf ROOF CUNG7 :B FIRE RET7:Y OCCUPANCY LOAD: BASEMENT. : sf AREA SEP. RATED: 1 STOR. : 1 H7. :29 ft GAR#GE. . . x sf OCCU SEP. RATED: �, BSMT?:N M[ZZ?:N REQD SETBACKS-------- REQUIRED------------------- FLOOR LOAD. . . . : 125 psf LEFT: ft RGHT: ft FIR SPKL:Y SMOK DET. . xN / ` DWELLINE UNITS: FRNT, ft REAR: ft FIR ALRM:N HNDICP ACC:Y BEDRMG: BATHS: IMP SURFACE :200000 PRO CORR:N PARKING: 113 � ^ VALUE. $, 1530000 ' . Remarks: Construct shell for 97, 500 sq. ft' bldg. Fndtn permit issued 8/3/90 - Owner: ---------- --- -------------------- ----- - -' ' - ----- FEES ' '--- -- ' - --- ' PACIFIC REALTY ASSOCIATES, LP type amount by date recpt 111 SW 5TH AVENUE, SUITE 2950 PRMT $ 948. 00 / / . PLCK $ 616.20 / / � ' . PORTLAND OR 97204 FIRE $ 379. 20 / / r Phone #: 224-654@ 5PL / $ 47. 40 / / PAYM $ 833. 50 JLH 08/03/80 Contractor: ---'----------------------- '- PRMl $ 3243. 00 / / , ` H. L. Gp:EN COMPANY, INC. PLCK $ 2107. 95 / / ��.� 111 SW FIFTH AVENUE , SUITE 2960 FIRE $ 1297. 20 / / . . . Additional fees not shown here. . . PORTLAND OR 97204 --------- ------ ------------ '----- Phone Na 221-0020 $ 8801. 10 TOTAL Req 0. . m 41328 -- ---- REQUIRED INSPECT IONS ----- This pw,set is issued subject tc the rwUulatimm contained in the keinf Steel Insp Tigard Municipal lode, State of Ore. Specialty Codes and all other Slab [nsp _____________ ____ applicable laws. All work will be done in accordance with Tilt-up Pnl Insp approved plans. This permit will expire if work is not started Framing Insp _ __ within 180 days of issuance, or if work is ""ope,mod forbore Roof ,`mi lng [nep ___________________ i man |V0 days. Insulation Insp ____________�________ Shear Wall Insp � Final Inspectlon _ . c. . ---_ _-----_ - ------ ----------------' --_--_--_-_-___-__' -_---__-____---_- _ Issued B,: _________________ ^^� Call for Inspection - 839-4175 I ' . i ' 1 ' . ° . U v ..K~~~~�. , U L °�~~-� -------- -- "��' -��~�=�,-�' . . ' '�''` . ' . . ' . ' ' ' _ 7----- ' | 1 r ---- ---- ---� --' / ~~~^ BUILDING PERM ( CI1'YOFTlRD ��vxs��w�m� PERMIT W. . . ' . . . : BUP90-0182 COMMUNITY DEVELOPMENT DEPARTMEW PRIM. PERMIT O. : BUP90-0182 13125 SW nen Blvd poBoit��Nerd,Oregon V7223(5433020-417ti \---- US ) ^+ � /1 ---- DATE ISSUED: 08/03/90 _-___'. _-_�---- __- , SITE ADDRESS. . ' : 7318 SW KA@LE LN #B. 221 PARCEL: 2S112AC-01500 SUBDIVISION - FANNO CREEK ACRE TRANS ZONING: I-L 1 BLOCK : LOT . ~23 REISSUE: FLOOR FLOOR AREAS---------- EXTERIOR WALL CONSTRUCTION i CLASS OF WORK. :NEW FIRST ^97500 sf N: S: E: W: TYPE OF US�. . . :�OM GECDNL. . . : sf PROTECT OPENlN8S9---------- I TYPE OF CONST. :3N THIRD ` s+ N: Si E: W: 4 Y . OCCUPANCY GRP :B2 TOTAL--- --- : 97500 sf ROOF COHST:B FIRE RET?:Y . / OCCUPANCY LOAD: BASEMENT. : sf AREA SEP. RATED: 1 STOR. x1 HT. :29 ft GARAGE . . . : sf OCCU SEP. RATED: i BSMT,:N MEZZ?:N READ SLTBACKS--- ----- REQUIRED------------------ 1 4 FLOOR LOAD ` 1P5 psf LEFT: ft AGH7 : ft FIR SPKL:Y SMOK DE7. . *N k | DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM:N HNDICP AC[:Y / aFDRMS: BATHS: IMP SURFAC[:200000 PRO CORR:N PARK1NG: 113 | VALUE. $: 306000 I i Remarks: Foundation and slab for ?7, 500 sq. ft. t iq. Ownerx -----------------------'-- --- -- - --- '--------- FEES ---- ------ � / PACIFIC REALTY ASSOCIATES, LPtype amount by date recpt 111 SW 5TH AVENUE , SUITE 2950 �����' 444444-4 3447. 3A ` PRMl $ 348. 00 / / I / PORTLAND OR 97204 PLCK $ 616. 20 / / . / Phone #: 224-6540 FIRE $ 379. 20 / / 5PCT $ 47. 40 / / I Lontractorx -------- -------------- ------- PRM[ � 0. 00 / / | H. L. GREEN COMPANY, INC. PAvM $ 833. 50 .11.H 08/03/90 | 111 SW 5114 AVE' SUITE 2960 ) | ' Y /'UHTLAND (JR 9/201 ----------------------- -----' — ' Phone #: 221-0020 $ 1990. 80 TOTAL I keg #. . a 41328 1 - ------ REQUIRED INSPECTIONS ------- � Thio limit is issued subject to the regulations containedm the e Reinf Steel %nsp 1 " /`Von> �m`o[wl Code, St�eo, Ure. Specialty Codesand allother Slab lmp ' applicable laws. All work will be done in accordance withTi It up Pill lnsp approved plans. This mint will n^pi~r if work ', not started Framinq lnsp within l811 days of mm^"ce, or if work is sysoenIod for sure Roof `,ailng Insp _ __ __ than 181 days. Insulation Fos') Shea, Wall Insp Final Inspection ___________________ / �)1. -_-_ Permittee Signature: _� i. 4 � _ _______________�___ ' ,it'1 l� -----------------� '- '------ ' Issued ��: ' _----_-_ --__'_ '---_-- --_---_'--___ _ _ � ' ~ Call for inspection - 639-4175 1 . . 1 | ----'- _ �s 1 1 . - � ~~_~_� LL. ^ - �__ ~ . _...m�._ ______.�� 7--- • SEWER CONNECT CITYOF TIGARD Cl'TIPOFWARD/ PERM T tt.. ,. �Islf�1H �,r a6 COMMUNITY DEVELOPMENT DEPARTMENT 0e1"4 b F•'RIM. PERMI1 N. : SIT99-0014 13125 SW Hal Blvd. P.O.Bat 23347,Tpuo,Oregon rJ7 ,003)N224175 / DOTE 1.i5UE:D: 06/27/90 1 SITE: ADDRESS. . . : x-319 SW KAL LE LN Ni'. 221 PARCEL: 261120C-01500 c SUBDIVISION. . . . : FANNCI CREEK ACRE TRACTS ZONING: 1 L BLOCK. .. a LOT •23 TENANT NAME:. . . „ . : i USA NO •41633 FIXTi'URE. UNITS CLASS OF WORK.. . . :NEW DWELLING UNITS. . : 1 TYPE OF USE -COM NO. OF I4UII_.DINGS:1 3{{ ' INSTALL TYPE ' BUSWR IMPERV SURFACE. . :200000 :<.:>t 1 1 Remarks: Construct shell for 97, 500 sq. ft. bldg. Owner: _._._____.___________.._.._...__......____......._....._._. ..__...... _... .. _.__ _ ..... _........ _.. ....... ... FEES -___.._-_--_..................._. { PACIFIC REALTY ASSOCIATES, LP type amount by date 'recpt ' 111 SW STH AVENUE, SUITE 2950 PAYM 4 1295.00 JL.H 06/27/90 1 PRM'T $ 1250. 00 / / 1 PORTLAND OR 97204 INSP $ 45. 00 / / T Phone WI 224•-6540 1 Contrac'tor.: _. ...___._._._.._...__.._._................ ...._ ... 1 H. L. GREEN COMPANY, INC. 111 SW SIN AVE, SUITE. 2.960 PORTLAND OR 97201 Phone It: 221--0020 $ 1295. 09 TOTAL. I RP11 N.. . : 41328 • -•------ REQUIREI) INSPECTIONS 1 This Applicant agrees to comply with all the rules and regulations Sewer Inspection ,_.,_,_._,_____ .__ _ of the Unified Sewage Agency. The permit expires 128 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency loes not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from _._—_.__ .._.__�__—.__ _..._�. _____ _ _...—__ the distance given. If not so located, the installer shall purchase _______. ___._______ __ _._____ —_ __ a "lap and Side Sewer" Permit and the Agency will install a lateral. —_^—,__---`r ---._ _^ Permittee Signature: Issued Dr : _. . I Call for inspection •••• 63'3-4175 M i ' i ........,,,,,,,* , ' ie LL._ f 1 ,. , owe 1910‘ Owsperr.• ♦ tw*7a. 0,..."----,---0-• 7 a. .•' a ‘ "` rem cSt e r . ," .�,;., •.pi 1 . --- SITE WORK / " . CfYOF ( wPERMIT 0. » .. - SIT90 -09x.4 COMMUNITY DEVELOPMENT DEPARTMENT ooM� PRIM. PERMIT It. : SIT`0-•00 1.4 ri ; 13125 SWFWIBNd. P.O.Bac 23397,nosed,Onpw+9789q 349,07973 ( DATES ISSIJEI): 06/27/90 1 SITE ADDRESS. . . t: GeiF' =`SW KABI_E LN PARCEL. S i.i.E A(.. -t i.1 00 t ° SUBDIVISION - ` ANNO CREEK ACRES 'TRACTS "ZONING:. I -•L BLOCK 3 LOT •21 TYPE or WORK r NEW PAVING? . . . :Y RESO» NO. a E ' EXCV VOLUME. : cy GRADING? -Y VALUE:. . . $: 318900 FILL VOLUII '. 3 cy LANDSCAPING?. . . .. :Y ENG FILL.? •N SITE PREP? -Y SOILS RPT REOD?:N STORM DRAINS?. . . :Y 1 I IMPERV SURFACE. . :254000 s>f i 1 II 1 Remarks: Site grading, underground utilities, Storni drainage & paving. Owners PACIFIC REALTY ASSOCIATES, LP type amount by date recpt 1.:1.1 SW 5TH AVENUE, SUITE 2950 PAYM $ 15e4.65 JL.H 06/12/90 al 96'75 PRMT $ 978. 00 / / PORTLAND OR 97204 5PCT 1. 48. 9(1 / / I Phone It 3 224-6540 PECK $ 635. 70 / / SSDC; $ 1:,".`.'x99» (79 / / Contract ta r _.................. ..._...._. .. PAYM $ 6657. 95 JLW 96/27/90 H. L. GREEN COMPANY, INC. I 111 SW 5TH AVE, SUITE: 296 PORTLAND (JR 9/201 Phone 0: 221-0020 $ 8162. r;9 TO'rAl.. Peg N. . : 41320 1 REQUIREI) INSPECT This peruit is issued subject to the regulations contained in the Grading Insp ,..,..____...___,_,__.___,._,,,,,,, _, Tigard Municipal Code, State of Ore. Specialty Codes and all ether Paving i n s;pifr applicable laws. All work will be dory in accordance with Strm Drain I ns p approved plans. This permit will expire if wor( is not started Final Inspection within 180 days of issuance, or if work is suspended for wore than 180 days. Permittee Signature: I lsued By: Cali for inspection -- 639-4175 4 t 1 I '11111111j41 LL____ x 1 , _ ...._ - - ' • , 0 40. '14'114* la"" . . 0 . , . I I • , ., • .1 ' . • . • ''. , a ,c. I 4 .• r‘ 0 ,, I ...' ITY OF TIGARD - RECEIPT or PAYMENT RECEIPT NO. :90-202077 I '. • NAME It PACIFIC REALTY ASSOC ADDFESS t 111 5W FIFTH AVE CHECK AMOUNT t 9247. 95 CASH AMOUNT : 0. 0( PAYMENT DATE 1 SUITE 2950 POPTLAND. OF '77294- SUBDIVISION I SW FABLE LANE PURPOSE OF PAYMENT BUILDING PERM SIT90-00 IEWEP USA 1:MOUNT PAID PUPLU:,U OF PA-I'MENT ......_________........._...._ 157. r. '..:7JOPM DRAIN '-:;DC SWF90-0256 125 . 00 5EwcP it3g, AMOUNT PAID 6S000(.; SWF90-025f:, 12'50.00 1 SEWEF INSPECT r".0,1.. ,)0 1 I 5"/72.--_—: a. C)if /C roT.4 6MUUNT . ----_-__ I r 1 1 i il r 11 r 1 F.Li I. IF I P•41). o 90-20167rz, 11-41:.( 1,. OMOONT 1 1504. b5 NAML s mr4ri 1 !,, , : , : ,. , ,,, , , 1 ,, . cr•11 i ,-1, 14 i• 11 il 1 1. : n. vo , ADDRESS s Fl) H)' -, *;;; ';: f0 , 41E4, 1 I)(- TF:. 1 U) 14 ON : 0 F.I.Jr-• ii /o 11;. (it ,• '... iii , ' 1..1 ' • 1 I ''''' ,'i.-.4 Fli. E LN ' PUPPOSE OF F6rtiVtAl ,-IT itirli i , m, 1 1 ' , . I 1.0 1 ., • I. 1 1 i omosul P1.1[1. ....._______. .. . ...... . ELAN CHEU FE -- -.1; , ; 1 , 1; I I ; . ;,i i . .... - I . I ,; • 1 .); .. , .il IP 'I ':jjIi1 I S/TEIWA 1 I i . I . L . , _..............._ _ .