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16101 SW 72ND AVENUE-3 • z sw . Q LEGEND /1 - - - -- - pr oaect / N location IIIIIIIIIIIIIIII�■�■e �x! ��'! I`�t� �.�T�k��'T'U R� CD) - - -- -,-Y f'I GA L, v>::i`10 E rt4 z71 Tl 0!y. ' / - r6v�' F • a 1✓�1 v�/��t.L. 1UM 70 X5H rPA► T /�` C t3 a 2 NT r AF?T!T 101` �U UHD�R•51 no th IM / > a Q 1 r` ®r, TYP ",?'>N TUU. HT 1`461,T5, , 0677P`.�yM�, \ / 3 V e s MAOT (JAZ 4 NCS RSa'MTS. // G J 1_ (R C \ / 3 H F o 20 PacTRUST BUSINESS CENTER / TIGARD , OREGON ? p STOR. 121 �� \ol r ®r, SITE PLAN r 14 Q c W — not to scale v U r � I OFFICE 01=FICE \� -5P� i! APPLICABLE CODES V B L.� C4 �U` / CORR . GENERAL: ot ' 1 44 �5\ CONF. / Comply with all Federal , State, Country, Municipal or City 2�f 12 0 / OFFICE authorities having jurisdiction for environment,l, Safety and 2 / 118 Health, Land Use, Zonin,; and Building Construction except as DRAWN; superseded by uaw. 64 rr-11-PRC�� P�AAM L.' .. �h 7 3 Fore vIM�:- IC�rI� , / e�'• OFFICE �'0 �� > / 0�\ LAWS, CODES AND ORDINANCES: DATE; NOV. 12 , 1987 "10Q 125 "� Comply with the following listed code.: as a mii,imum, except r �' ,/ / y3� where local ordinances, state codes or laws are more SCALE; ()S ��IOWn / 1130 140 /" stringent than these requirements: .R CORR. � CORR. r SALE �';y �� ` „1' 117 O 1. Uniform Building Code EdiJon 1986 Current NO. REVISION DATE .! 2. City of Tigard Edition Current _ \ `� \ ^ \ Zoning Code OFFICE � ��' a 2 ��P !rJ "4 17.6 / i - \ %3, OFFICE \ 3. Washington County Edition Current .\ CO R. CORR. CORR OFFICE ,y 37 139 ' 110 CORP.., �. 1 16 r-� Fire District \S. 1'13 123 \ o, CORR. // �( I �� 5 ) 1. All work, materials, methods, etc., :hall conr'orm to all governing 1 7 / // CORR. \1 � - EF_ Cr _ codes, regulations and agencies. tai / / O O OFFICE S. C�p} (138 �\ 1Gy ,�1 F114 2. Contractor shall be responsible for verifying all dimensions and Lcondition3 thereon before commencing work. Report any i � �i � discrepancies and/or potential problems to the Architect prior' to X S AIR MEN 36 ` WOMEN O \� /iT�,B +Fn ST R Preceeding. \ 127 .1 �i' / 07 ' JArh.� ,�0�96,# 3. Governing codes and Fire Department Fieid Inspector shall dictate � C0 ` ® �� e � �/ portabletype, firpuextinguishers. (N .1.C.)s riboth temporary and permanent CORR. 4. Exit signs where noted or required shall be worded "Exit" in\ letters havinj the principal stroke of not less than 3/4" wide and 2 J at least 6" hrgh and shall conform to codes and/or applicable CORR. OFFICE. regulations. 132 STA I /�3 VE5T . !ir 115 5. Contractor shall provide all necessary ceiling or wall access 2 Cl01 i CORR panels (or across doors) as required by governing agencies for air 3 CORR.. ` , 142 2 y\ . conditioning, plumbing„ fire sprinkler, and electrical systems. Q L 2 L28 2 q ELLV.M 2 i O 11 J ' Provide approved assemblies with self-closing devices in I-hour Q 102 2 OFFICE rated construction. ELEC. Q CLU . 4- 6 146 �. 6. All penetrations of 1-hnur lire resistive cg_ncrruction shall be C 144 3 �, F1 4-3 /i 7 protected with approved fire assemblies. L- c %m 2 P 1D /` *< �.,,,,, ,_, 1. All toilet rooms shall be ventilated with 5 minute a.r changes by O TELE. %/ Q r1 ) r1 / 1 mechanical means. OFFICE )K 135 ti c e28. Contractor shall furnish a design and build hydraulically CO -0 calculated automatic fire sprinkler system. Contractor shall L_ 5HES rt2 211KV5_4_SI(2 �r"" O_FFICE OFFICE prepare shop drawings and obtain approvals from the insurance C3 o'" �J underwriters, building, fire department and any other required L_ \ti \ 103 n7 105 agencies prior to any installation. Contractor shall be Q 3 / \/� �� %B responsible for a complete system from connection to site water / 2 S main to interior of building. Refer to specifications. Design I— SALES LOSE3f // \,c) system to obtain highest possible rating. +' C 134 100 1 \ O nci 104 �,O/ �\ v GENERAL NOTES: Q O A. A fair attempt has teen made to document and respond to U\ Q.( proposed condicicrs with the building. Field conditions may a / Qg n -- --- vary from those sl,owr. The Contractor's discretion and x '�-�'•`= professional judgement will be required to resolve unforseen conditions. Fi;,a; coordination is the responsibility of the Q General Contractor with input from the Designing Architect where ever po.;sible. C C -Q B. Any major discreparcies between this drawing and the actual d Ul) C field conditions must be clarified with the Architect before O :3 N proceeding wit; the work. -}, C C. It will be necessary for the Contractor to layout grid lines I on floor to allow dimensions and the location of walls. Review of reflected ceiling plan ,iy be of assistance. i_: L U-) l._1 D. Number ne,.t to doors are door numbers and are referenced on Q , Z FIRST FLOOR PLAN door schedule. w 1-— o �- n Q t h _ i:. All dimensions shown are from center line to center line of O U c— scale : 1'/ p��c = 1' Orr walls unless otherwise indicated. d (� F. Electrical circuitry shall be bidder 0signed. Coordination is the responsibility of the General Contractor. Review final derign with the Architect. G. Exit signs and smoke detectors, if required, will be selected00-0 , and installed by the electrical contractor. DOOR SCHEDULE -- FIRST FLOOR N. Electrical outlets shall oe placed up 12" from the floor - �t ,. �� ,,;.� `,�•' • unless otherwise noted. Provide dedicated circuits for outlets where indicated. MARK I. Co-ordinate placement of telephone outlets and equipment with 100A Bldg. std. met/glass entrance doors 125A S.C. oak 30 full ht. wJlatrhset the tenant and telae' ,e intstailatinn company. /. 100B S.C. oak PR 3° full ht. w/mag. hold opens/closer 126A S.C. oak 31 full ht. w/latchset Z5 coordinator/smoke gasket/latchset 12PA S.C, oak 3° full ht. 20 min. w/closer/smoke gaskets/ 101A S.C. oak 31 full ht. w/lockset latchset ■ �O� L�rGAL —R!PTS CJf`1 , 5-iRl �GTUR�, OVl✓-�AI�L c, ;��,` rJ\�"�, 1G�A S.C. oak 3° full ht. w/latchset 128B S.1". oak 3° full ht. w/lockset/20 min. w/closer/smoke DiM�HSIG'!'i , �L�VA�'OR , �TAIr EXIT rUlt� - 104A S.C. oak 31 full ht. w/lockset gasket 105A S.C. oak 3° full ht. w/lockset 128C Bldg. std. met./glass exit only door w/panic hardware 107A S.C. oak 3° full Ilt, w/push pull/closer/kick plate 130A S.C. oak 3° full ht. w/latchset lUBA S.C. oak 3° full ht. w/lockset 131A S.C. oak 3° full ht. w/latchset C�F�fA�Nll-}(a5 PAY /�r�GKE✓NZI� / �lTO � A`�SGG• 111A S.C. oak, 3° full ht. 20 min. w/closer/smoke gvket/ 135A S.C. oak 3° full ht. w/lockset hH7"�l7 - !G�-87 ' �Ey �_ i�-`�7 latchset 136A S.C. oak 3° full ht. w/push-pull/closer/kick plate 1116 Bldg. std. met/glass exit only door w/ panic hardware 140A S.C. oak 3° full ht. w/latchset 114A S.C. oak ?° fii?i ht. w/latr_hset 143A S.C. oak 3° full ht. w/latchset A C'�L�G. C�GUPA�`1t Y - 2 G7FF IG1✓� 115A S.C. oak 3' ' . { 1 ht. w/10Cr.set 117A S.C. oak 3° full ht. w/latchset 118..4 S.C. oak 3° full ;it. w/latchset L13 119A S.C. oak 31 full ht. w/latchset 12.0A S.C. oak 31 foil ht. w/lockset 122A S.C. oak 3° full ht, w/latchset 123A Bldg. std. met/glass exit only door. Do not lock dur�nc, SHEET I SW 72ND AVENUE business hours. _ ANWAw «, y , IF THIS DOCUMENT IS LESS , I �� , li ililill ilij7l'i 1I�I1 s i�lli�ll{ 111Ii11IIlI�III yllll111 IIII ! I II1�111 1111111 illllll1111111i1 1�TrT1i 111 ,111 !111111 11111 I 1111111 lil 111 1111111 111111! 111111 111 I ti ��V'��LR 2630 `�g3 T LEGIBLE THAN r OCTOBER W R THIS NOTATION, l_ _ —�..�. _ � V • V 1 ..�.1�� I klo�-::p,. i 91 rig', IT IS DUE TO THE QUALITY OF No.se THE ORIGINAL DOCUMENT. _ _—. —. Fill,, £ ` 8 Z 19 Z L Z 9 �?, b Z £� ` Zi Zv�Z �8 iif�tL t 9 t e [ t'1( 4:t ZIt t t , t 8 4 8 4 £ I 7 t 3runII I� 11 II�1111111111111111111lilt!lllllll, IIll1llll 111111f►IIIII1111l1fllIII!III 1111�1,11111�111�1►1�1111�1I� 1 I i G7 LEGEND 1 E 2X 2 nh NEPAL. FI0 E Iw- LA`f- I ri W= �- MIM MST JOI,Te,L rAN C l.L,-!v- , GLA55 C, N �� +✓x I�I MCS 5"rf2UCTU�� •. 7'Ty')..SAL_ 0FI< PPARTITi9 i - EYP i32. TYPE WIZ � z • I 11 •'RAGD' TYPE HEPD �,P�'=-K y z , --- -- / 2/2 X41-556A, MCT, ° -- L f I x7'U R.F_ WA L 1.5 a N d o -��= DRl'VJAI,V +'iLRTITIOM To T>:N17 A�iUv� -- --- - -_ — _-= -- -- - a II `I✓/ /�} ReV9A!_ , PPlNT a � �1f�J a I to ®.O. �t<f�GK i ` - ??I/21 P.G. i NSUI~ . Ac, • EI L I NCS - 5EG 2 / \\ . - — - — 31/2"A IL 13 6A . MSS 1 �TJD5 Q �, a OFFICE \ /g'I(�YI='. pn• FA��TEN r------ GI Ca I lJD'IO,C� :� 0 Cry 8J � \ W/TYt'� � ��• V ��i OFFICE ,' OFFICE i C ® EXIT �It�f`I 220 ! 217 \\ 8 O•G. E��`'a' '� (� d,0" p0 '� x FULL NT ��I r� MET F►Zh�,tin!✓ r 1 2 =,�,,`,, .N�k'T, FAN N R710 U�K M5, �Vil r-I E`� TU FLOOR v > O I/ApAG'r (SLA Zl N G �� RFS'TS r �z K w�l,� ^ `l✓�PO'de P, A irHOR.5 O'L 0G. 6"20, m \ 3 r2 �X JLL NT. R�t.IT 51M rTO AGOII�� / �, o,, G • TI L.GI�ASC s 3 / � .. d �\_ r`2 r�\ 2 J r 2 •\ rrrr, .rry.a: �.. .rM.....r. AM.v —..__--------_ !� � `/� 2 \ �' 0 \ ,0' I �,9, O '• d LOBBY 4 TYP OFFICE _ PARTITiON 2 WALL (!, TOILET ROOMS o �, r1 �� v,' scale : 1 - 1/2 „ = 1, _ 0 ,r Q p S E C,. N F '0 rz ti vi / CGRR 1 :F \/ f�2� L o B 'COR OFFICE / � 32 � cr.,\ c a 2 2 6 \ T \ 5 216 .F 1 \ / ' rt / Cd31 •,\ COR R, \`• ° � ------ \0 • �,) � ' L—� ,� � �, 1/2C.lft l• - (7C..,r;p L� 2�'6A.i t2f�OK ATTP / �A ,/ `t ' 224 OFFICE 214 r o% GatULK '1/' FOW�� A,r'iC,H�5 G 2'`�,� O G. DRAWII: 1/4 OFFICE v K� \ �o., O io� / 15r1�T10 N H;AI7- 20 M(277 47, 7/4-6 � DA'L'E : NOV . 12 , 1 g B7 �-g h>✓E eNlAfz�' �� \ �f \ \ �TUPS TU Tf�Ar-{C 0 I�ayN� ` o OFFICE �� / n --- SCALE: as shown 1�For- OH. I �` � � 213 '�'� \ -.�� ~ � CSA. HAH&Ee- N12 NO. REVISION DATE / OFFICE ; / CORR. / \ , / _ 01r, - - �._. � l 1/2'� \ 119 \\ 125 I \ „o ' /! ' AG f,IL,. � ' FVI INCA ANI't>✓l, - 2> GA . \ STOR. WORK ,- \0 215 r RR.\� \ 'I ,; � OFFICE \ � , `---_ '�NALL. i�HGL•!E 1� '• r-, I � 0212 23 C 'ItNl��/LUrl��h`T�1f0`N(J , . FAIT�N COPY COFFEEU/ / \ ( 235 � z S,��\ z t � I 12" AG, G lMT1:�M. �UPPUPGTS CORR. P STA �• MEN.37 23 I 1p� ��\\ 310J✓ / I \ " '�E�. [% j� J ' xWO EST . Y. 238 E \� 0FFIC i 2 VEST . 6FFIE ,� r F2 077 ? ; ,g 1� 'U� JAN. 21110 TYP FULL H T . WALL � , 3 \ Vis' \ 0 4 \� 2 -- d o K 3-- /� scale : 1 -1/2 „ ` 1,- 0„ FFICE \ 2 0 6 r N r'. 5p-1 r7 PAG Q; OFFICE ti / \ � \0' / �7(A(�• TIE TO �J?'I�.�'"T' \ T(2`�TK.,�T A9 �'D O / 227 - LOBBY -t O F F I C ,1� r 1 / OFFICE - ` ------ M Q 2 2 p,� FFICE � � , 0, 208 I II"'�C ff�D5 � A� O / -- j \0 01��fGli 218 I-- _j WAITING * TYP, PARTITION WAL+� 1 \ s, ICE � P5>z per, 1/� v 240 200 A%. G'e'l Lrl E / \ \ 71� > In GYP' 0 6'�"I FFEMr✓r�5 _ L_ > U O vA>~ I s Hr. V,ARIIi� - Q ) Q I-L C) � --- Q) � CEJ +j m O HEAD @ GLASS BLOCK WALL EXTEND ABOVE CEI L. � Ln �' z W not SECOND FLOOR PLAN 4 5 h _ w L scale : 1 / 8" - 1 ' - 0" _J U -- < ta j c�1 — -------- — (L cD aC \' AO C�I I_. 0. O -- - d( -- tInl DOOR SCHEDULE -- SECONL F''_OOR PARTITION ' Tim _ -- -- __•_ 25 (�A �iTUD�JUI�o 62,C', MARK 203A S.C. oak 3° full ht. w/push-pull/closer/kick plate 229A S.C. otik 3° full ht. w/latchset I I , d u 204A S.C. oak 30 full ht. w/lockset 230A S.� . oaf o JAMB SIM. / I - _ (3, 1( D.G. a e � 3� full ht. w/latchset N � � ,- � �., il _ :�� , 207A S.C. oak 3' full ht. w/latchset 234A S.C. oak 3' full ht. w/latchset - I iHl Temr. <�l- `> me rA1a4t` C3> •'l _-ry ' 2G6A S.C. oak 3 full lit. w/lat.chset c31A S.C. oak 3 full ht. w/lockset. 209A S.C. oak 3' full ht. 20 min. w/closer/smoke gasket/ 235A S.C. oak 3' full ht. w/latchset >E � latchset 236A S.C. oak 3' full ht. w/lockset , 212A S.C. oak 3' full ht. w/latchset: and meth, hold open 237A S.C. oak 3' full ht. w/push pull/closer•/ kick plate It1r�UL. AT - 213A S.C. oak 3o full ht. w/latchset 240A S.C. oak 3� full ht. w/lockset ��IJAP-r2N T2fM pF>eIC:, 218 ` �J , Tib Tv �IZArti�>✓ 214A S.C. oak 3 full ht. w/latchset 241A S.C. oak 3 full ht. w/push-pull/closer/kick plat 215A S.C. oak 3° full ht. w/lockset 2416 S.C. oak 3' full ht. w/push-pull/closer/kick plate _ 7r �; 217A S.C. oak 3' full ht. w/lockset -TYP WALL. R�IH P ti1ANiJF 218A S.C. oak 3° full ht. w/lockset _ 220.A S.C. oak 3° full ht. w/lockset I Rnl 201 '' RM 2.00 222A S.C. oak " full ht, w/latchset 226A S.C. oak 3° full ht. w/latchset/mech. bold open 228A S,C. oak 3' full ht. 20 min. w/closer-/ smoke gasket/ latchset TYP RELITE FRAME _ ILL @ GLASS BLOCK GLASS BLOCK HEAD scale : 3" = 1 ' - Q„ 7 scale : 1 - 1/2 " = 1 '' _ 01, 8 1.6101 SW 72ND AVENUE —� SHEET 2 OF DOCUM IF THIS I ' ' I ' ' I � 'I ' 'I' I'r IIS I I il, ill I,1 Ili I I I I I I I I I I I I I I I I I , I I I I I ► l X11 I I I I 1 1 1 1 1 1 1 1 1 1 1 " '" THIS �;I�T I5 LESS I I I I I I I l I I 1 I I I I93 • OOTO6E R 26 19 LEGIBLE IRAN THIS NOTATION, IT IS DUE TO 'I'IiE QUALITY OF THE ORIGINAL DOCUMENT. - - -- - —•- - — - --- _ No.36 9 , Z EZ Z IZ 4Z 6I 1 8T i LT 9fT 9l I bi �wi i:T i� t 8 I. L Tigi, Si� ��ll�,lllllllll Illi �II� IIII IIIIIIIII II I �I I f I i o� �IIII IIIIIIIIIIIIIiIIIIII�IIIII,II IIIIIIIIIIIIIII ► �IIIIIII III Illllllllllllllll�llll, IIIIIIIIIIIIIIIIIIIII I�IIII,IIII�IIII Ilil�ll �r 11111t11LUIIIIIIIIIIIIIIIIl1lI111�1ll11111..IIllNlll I lv I OI SN1 -12Z kf. WA,) >1 CITY OF 11GARU Permit ,No. Zl' /Cc-e-e) SIGN PERMIT APPLICATION The applicant hur•aby applies for a permit for the work indicated or as shown in the accompanying plans and sper.ficatio+►s. `ICN LOCATION AUURESS: 16101 SW 72nd Ave. ZING. L f' . NAME OF COMPANY: AVIA APPLICANT/AGENT; Signs In Depth,Inc. The City of Tigard i;mpuses an annual Business Tax which must be kept current un all pur'suns dairy businuss in the City . Uu you prusuntly hwvu a Current Business Tax? PROPOSED SIGN; PERMANENT (X ) FREESTANUING ( ) TEMPORARY ( ) WALL (X ) LB ( ) SIGN DIMENSIUNS: ,_2Fi� OARD qn" i.n4� BILLB 15 Sq. Ft. TOTAL SIGN AREA (Sq. ft.); 15 WALL AREA (Sq, ft, ): _ 28' X 48'- 1344 Sq. Ft. HEIGHT (ft) : 281 PROJFCIION: 2" ILLUMINATION: YES ( ) NO (X ) COPY: AVIA MATERIALS: Bright -Chrome Metal face on SLyro oam EXISTING SIGNS: OTHER PERMITS REQUIRED: YES ( ) NO ( 1 CW.iLNTS: VIANNING DEPARTMENT All sign permits must be accompanied by a Punnit Fee: ' ,'.. _ scale drawing And plot plan. If work Receipt No. : 3AId authorized under a sign permit has nut been ARproued By : J. c i(t, completud within ninety days aftur the hate ! �;�. issuance of the permit, the permit shall bacome null and void. Signe In Depth Inc. I CERfV Y THAI I AM THE. RECORULU OWNER OF 111E 17150 SW Pilkington Roar] PROPERTY OR AN AUNT AUTHORIZED BY 111E OWNER, Lako Os'Nega, Oregon 97031 - Ph, (503) 635-339() ell / Applicant' s Signature UAS;b362 Address Teluphune I i �� 11 � ��•—+' �j'',�'. `,1 ,/ i. �f,l 1 �`'ti. C_ 1) rj '� 981 l �t. 7—L-r 1 C► s l`Z– 11f-y11.t'Cirytv�ll ].Pr' '•�J IJ. — 1. 9lgn Owner ---_".._-- - nddraes s�' In'. i) lll7 _ s qn [n Oapth, I q, all skin ills ..M pLlkLngton Rd. �BA08ddN ayrnln,m letters attached to bid 9 t.aR6 swego, Oregon �Q:J utter Helghtlsl 3i n t.ngth_4 'iq• Ct/ ISO71 617 7790 Color l'Q �•• Sign HSi4ht_ �_A nr t / �ISeleCt• npprns Ar E. Bruck Tenant fRontege Ilqt. Ct.__ aq. ft.l�pprox.l /blreetloni 9lgn peces. � ., Sign to Curb lt. Sign to Prop.11ne h lt• Permit No. CITY OF 1IGARU SIGN PERMIT APPLICATION The applicant hereby applies fur a permit fur the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION AUURESS: 16101 SW 72nd Ave. ZONING: L NAME OF COMPANY: AVIA APPLICANT/AGENT: Signs In Depth, Inc. The City of Tigard imposes an annual Business Tax which must be kept current on all pdrsuns doing businuss in Lhu CiLy . Uu you prusuntly havU a current Business Tax? VC•� —r PROPOSED SIGN: PERMANENT (X ) FREES I-ANUING ( ) TEMPORARY ( ) WAIL (X ) BILLBOARU ( 1 SIGN DIMENSIONS: ,12''' Hiah 60 " Long 5 Sq. Ft. 1-01-AL SIGN AREA (Sq. ft. ) : `_ 5 WALL AREA (Sq. ft, ) : 28 ' X 48 '= 1344 Sq. rt. HEIGHT (ft) : 28 ' PROJECIION: 2" ILLUMINATION: YES ( ) NO (A � COPY: AV TA MATERIALS: Bright Chrorne Metal. face on tyro aaii EXISTING SIGNS: Weng OTHER PERMITS REQUIRED: YES ( ) NO ( ) COMMENTS: PLANNING ULPAR1MENT All sign permits must be accompanied by a Purmi t. FU;:_ _ sc ralu drawing and plot plan. If work Receipt Nu_;7.T-.1�a�__ authorized under a sign permit has not been Approued By: �1, ( Rk comploLed within ninety days afLur Lhe Date: d1 -Ft _ issuance of the permit, the permit shall become null and void. Signs In Depth Inc. I CERTII Y THAI I AM 1111 RECURDLU OWNER OF IHE p PROPERTY OR AN AGENT AUTHORIZED BY 114E OWNER, 171�n S.W. Pilkington Roars Lake ns:vego, Oregon 97034 � � Ph. (503) 635-3390 '� 4�, ; �--I✓�.r f,i�1r�nk c h Applicant' s Siynature Address _ fulephun6d UAS:bs62 ,.• , , �,•, ,P las 8$ ( `r, 1 --�'�-- � I � .I No I t � , Add re ss7)Ad _-- R `�•,re CA Sign! to Depth, Inc. ltfrnfpfppa'',lm letters attached to bldg. - Mall Sign 7Fld �(.f /�•� e•• 17130 Sto Pilkington Rd. C01 1 N', ,[__Letter ❑elght(s) Sl n Lngth Sq. t. �S�. fK.B, 0evage, Oregon 91079 Scaleb,Sft A roe. Sl Nei t� (90)! t C ))90 y PP � � f Contact C.Rreldanbech Tar ant FRnnt Age_ft. dg. Ilgt. ft.s )/dAft.(Appree,I nr [r. Rruck Direetiont Sign Faces lqn to Curb N? ft. Sign to Frop.line S+ tft. i CITY OF 1IGARU Permit .Nn. LV /CN-$?, sicoN PERMIT APPLICATION The applicant hereby applies fur a permit fur- the work indicated or as shown in the accompanying plans and specifications. SIGN LOCA]ION AUURESS: 16101 SW 72nd Ave. ZONING: 1. _0 — --- NAME OF COMPANY: AVIA APPLtCANT/AGENT: Signs In Depth, Inc'. The City of Tigard imposes an annual Business Tax which must be kept current on all pur•suns doing businuxs in thu City . Uo you prusuntly have d currant Business Tax? PROPOSED SIGN; PERMANENT (X ) FREESTANDING ( ) TEMPORARY ( ) WALL (,.e ) TUG. WA BILLBOARD ( ) SIGN DIMENSIONS: 24" High 9n" inn¢ 15 Sq. Ft. TOTAL SIGN AREA (Sq. ft. ) : 15 WALL AREA (Sq. ft. ): _ 28' X 48'= 1349 Sq. Ft. IIEIGHT (ft): 28 ' PROJECT ION: 2" ILLUMINATION: YES ( ) NO (X ) u)PY: __ AVIA MATERIALS BrigHt rome Metal face on Styrofoam foam EXISTING SIGNS: _ OTHER PERMITS REQUIRED: YES ( ) NO ( ) COMMENTS: PLANNING DEPAI!TMENT All sign permits must be accompanied by a Permit Fue; scalu drawing And plot plan. If wurk Receipt No. ; _,= ruthurized under it sign permit has nut been Approved By: .'. 0 �! � � completed w.Lhin ninety days after the Date: �I ��: issuance of the permit, the -- permit shall become null and void. Signs In Depth Inc. I CERTIFY THAI I AM THE RECORULU OWNER OF 1110 171r.-0 `,.W. Pilkington Roan PROPERTY OR AN AGENT AUTHORIZED BY THE OWNER. ._ Lake 013,VO�p, Oregon 97031 Ph. (503) 635-3390 L-� /�{ r. ► r�►_c i ciullku:li.� Applicant's Signature " DAS;bs62 Addross Teluphona ect `tc y- p �, old r l ,�ddteff 7� _ �iin avnnr �� 4ty ratnam Idtrnrf 1ltaehed to bldg, f Nall son II Vod r 9 qnf [n Oepth, Inc. t 1150 ..N Pllklnq Gon Rd. Ce lnr Letter Belght(f) 31 n Lngth hN^q, ! LaR3 02 010 Oregon 91014 aca lett. Approf. Sign Heigh i_r. t� 011 611 1190 ------777777 Contact C.Bre Ldenbeeh tenant FRnntage tt,0 dq. tilt._ ft, Sq, 1t.lApprae.) Or F. Bruck Olreotlnne Sign P1nef l?a to Cutb/t/fi It. Sign to Ptop.11,e�tt, p 1! T OF OCC CtF,f A 'Al'1I Cy CITY OF TIGARD ! OREGON Pactrust 8707.01 � Owner: _ Permit No, � / t 1 Address:--111 SW Fifth,#2960, Portland OR 97204 A Building Address: 16101 SW 72nd, 'riclard 97224 Occupancy:_ BZ- Land Use Zone:_ IP Bldg. Type 2N Y / r i comments: tenant: Avi.a Certificate is hereby given this_ -5t hday of _ May , 19 88 L that said building may be occupied and thnt it complies with all requirements of the Building Code for the City of Tigard, as approved by the Tigard City Council. Fire Dept-- i-Bulldtng Inep"- - 1 1 Building Official r Post Certificate in Conspicuous Place 13125 S.W. HALL BLVD. P.O. BOX 23397 TIGARD, OR 97223 CITY OF TIGrAPD (503) 639-4 171 OREGON 5/44D I�—.ASrj-ZM -65cl4 2 Frio- 11I1115FROM: _ TO: /E�2\� NCS tRNN/NG zir SAS TV -----f-- — l« P7 - Ao (P��rrusT) I�-I+V'14�' vIES5AGE SDk'�7-k �k �� f� rltil KEGv U Zl �a ��h 7c i 7w ac lx _- ��X -- ol' o(v ��-- --"' ("4";L xdu -7771- 4'z�f� Cjc DATE IE —I --.-- DATE SIGNED--- PLEASE IGNED ----PLEASE RETURN ORIGINAL COPY WITH REPLY. KEEP PINK COPY FOR YOUR RECORDS. ORIGINAL r11 1.11MEIING PILIPIMsT.Y NO . : P11-880:11.82 C17YOFTIVA RDfaE:1�2M:C'T' CITYOFTWARD I'VVT E7' X Si S 1.1110 15 13 Be 0111100 COMMUNITY DEVELOPMENT DEPARTMENT PPI:M . PM*r .NO , 703113 13125 S.W.Hall Blvd..P.O.BOK 23397,Tigard,Oregon 97223,(503)639AI75 .A(36 AHE)MOH--His . 11.61ele Sw '42.) AVE'! lox HAP/1 CYT 251.13A1.3:1.01. !.;l'JH L.i* - DK : I AND USEK: :I:Tr:.!M: NO : NO: WOPK ("I A5!i : Al I WA I EA [A.A.Air.f to I 1-4AP USE I'YPE: COMMER(:XAL UPINAL. 3 0100.-OW FIAVN'Y'r.; (",(JNS'T . 'I'Yr)E : :11:3'N LAVOPA'TOPY 9 TRAP V-11:1111F.'41 OCCIUP. GlAF." . : 1512 JIM 151-40WEAN GPI.::A!5E J'PAP5 DISIAW(1SAWP GAPPAGE. 13T15PObAL N(:) . 5'TOPYIES : P? WASMING MACAATNE! OWELL .L)Nx*rs : LAUNE)PY 'rl;:AY BLDG . DROUIN ( DTA FLOOP DPAIN 1. 15 3:NK 13 !"1 EWE P (F'I') .1 WAII-J4 11-111WITA 51'OPM/PAIN (F*l 3 NE....A.K. : isicIudes tM(3p baLS0, 11, -kiii.lultairl fur Ak,'Os. imied 11 i,tddI i.uu.r ormirtim mr,ri I lit I I lit 17 1.1t"1,1,ct ti.1, 1111R.Alo 00 W F,I X TIMES N E '51 f1i'l F.:: T()X R 0,11.1E.34 $010 of -4F. C 0 PI::::l:NHAP1L)'l' FILUMOTNG N 1.10 Cru X:1.P'4? T R saOR A VIIADNP.i' (50Z.A) 62.0--31501 C Q T G. E1G ('AA1*,T.ON NO. 1870 3 * tR - o0 0 R _J r 4 F:..'C EK I PI' NC) 2091.a This permit is issued subject to the regulations contained in Title 14 IsMIQUIPEKA) of the TMC, State of Oregon Specialty Codes,zoning regulations PL.S .UNl.)F:P!51. AB and all other applicable codes and ordinances, and it is hereby agreed that the work will be done in accordance with the plans and specifications and In compliance with all applicable codes and WA'TE*I:l I I N L ordinances The itsuance of this permit does not waive restrictive rm..H . Y cm,nu r covenants Contractor and subcontractors shall have current city MAIN I)PAT.N$ ,b-',sineqs tax permits This permit will expire and become null and 1* 1 NAL void if work is not started within 180 days,or if work issuspended or abandoned for a period of 180 days any time after work has commenced It sha!l be the responsibility of the permittee to assure Fill required inspections are requested and approved Permittee Signature CAI. L FOPl.N44PF_'c,rrulilfsl 63941'7".1 Issued By __ J SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE / � It`ArrE OF OCCUpANCy t Owl TEMPORARY CITY OF TIGARD 'ur c. OREGON , _ 870201 Address. Owner: Pac t rus t Permit No. Address: 111 SW Fifth, #2960,Portland 97204 .4 r� ._ -- ---- n Building Address: - - � ►r''t�r ` s 2 hand Use Lone: I P _ Bldg, Type—T IN _ � Occupancy:_ i Comments: tenant: Avia — THIS CERTIFICATE"IMPTRES 0P''491,Y 16, 1988 29th aApri 1 19 88_ # ' Czrtiflcate ip 1►ereby given this_ day of r that said building may be occupied and that it complies with all n� - requirements of the Building Code for the City of Tigard, as approved by the Tigard City Council. e Ins tldt ung p Dire Rept. Blct"'W? �+ r 1� -- —- Hulldingt)ffldal _ � Post Certificate in Conspicuous PlacC i FIRE PREVENTION BUREAU Ccr� OFFICE OF FIRE MARSHAL 36692 V J 2 INSPECTION NOTICE q OWNER , OCCUPANTOCCUPANCY LOCATION MWYOUR ATTENTION IS CALLED TO THE FOLLOWING FIRE SAFETY DEFICIENCIESI �UOQ �x� .STrt�Kl�� 1r✓, 05T 1/`: T i 4't �r��r2�J►9 � SwJW VA Aj4wxs J ks ✓Jwi 5 II" 0K ✓�'�T�Iv " S may"U 3Q adiryipl4z rowe "f(Gl` ' I-S 1,1i �. JVV1 4 � �,�.�\�Iy �j��S�l. � \ ) -�_ �JIf�IU l✓ y��l o FAILURE TO CORRECT THF: ABOVE CONDITIONS WI TIIiN DABS WILL MAKE YOU LIAPLE TO. ROSE C_NtT01M SN!l�ULD FIR$ RESULT FROM SUCH CONDITIONS YOU MAY BE. LIABLE FOR DAMAGE-; TO PERSONS OR,{ c`J1RTY uNOERFIROVI VSONS OF OPS A79 190 BY WASHINGTON COUNTY FIRE DISTRICT#1 �;F��IR/E MAR$11A 20665 S.W. BLANTON STREET �'? / ALOHA,OREGON 97006 649 8577 PRESENTED To FORM 900 40 FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL 366631 INSPECTION NOTICE y� OWNER__ ------DATE OCCUPANT t�J _ � t V 1 ��_ OCCUPANCYig vI LOCATION YOUR TTENT OM IS CALLED TO THE FOL�.OWING FIRE SAFETY OEFICIENCIESI ��7"1 �n it 4. (UVJ U i Jir - 1 r r\ LU Y I FAILURE TO CORRECT THE ABOVE CONDITIONS WITH.N DAA! WILL MAKE YOU /y,1 LE TO mw69ECU - UTION SHOULD IRE RESULT FROM SUCH CONDITIONS YOU IAAY BE LIABLE FOR DAMAGE! TO PERS1) PROPrMTY UNCI/*/pT�/OYIIIONl OF ORS 470 100 ,t' %1 /., ." BY WASHINGTON COUNTY FIRE DISTkICT 01 FIRE MARSHAL 20665 S.W. BLANTON STREET` ALCHA,OREGON 97006 649.8577 PRESENTED To FORM 000 ♦O r Washington County Fire District No. 1 City of Beaverton Fire Department oTualatin Rural Fire Protection District � l March 21, 1988 Mr. Ken Pearson Firestop ccmpany 9348 S.W. Tigard Avenue Tigard, OR 97223 Dear Ken, RE: Avia Division Headquarters, PacTrust Bldg. A S.W. 72nd and Lower &ones Ferry Road The plans submitted for the above-cap LJolted project. are approved subject to the following items. 1, Main Drain; The main drain for the system shall be drained t.o a location that will accept f1,11 open valve flow for a duration of time as to stabilize and read the system gauge. During this Lest, water damage sha'.l not occur to building or outside of building. 2, Undergrounds: Undergrounds supplying automatic sprinkler system shall ot run under the building. If i'. .,*s absolutely necessary to run this underground under the uuilding, then f(IIlow the directions of National F ire Protection Associations Standard 24. From this project on, undergrounds will not be accepted running underneath ,.he building any further that., absolutely necessary. 3, Backflow Friction toss: Submit documentation on friction loss of backflow preventer to be used in this job. 4 , inspector's Test: This plans examiner was unable to locate an inspector test on the plans, If not already shown on the plans, please insi-all at the most. remote upper point of tilts system. 5, Plan Review: As this building is location in the Tualatin Fire District, plan review fee shall be submitted to the Tualatin Fire District. This fee is based upon 40% of building feces, which is based on the value of the work being dome. ■ Mr. Ken Pearson March 21, 1988 Page 2 6. Hydrostatic Test: Hydrostatic test shall be performed with an inspector of this department for partial observation of the test. Contact person will be Bob Ray at 649-8577. Give the inspector 24 hours notice prior to the anticipated test time. 7 . Test Certificates: Complete and submit hydrostatic test and contractor's material certificate to this office after all tests and installation have been completed. 1t I can be of any further service to you, please feel free to c.outact me at 649-8577. Sincerely, TUALATIN RURAL FIRE PROTECTION DISTRICT ` Gene Birchill Building Official 20665 S.W. Blanton Street Aloha, OP. 97007 SSW cc:: inspector Ray City of Tigard I Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Rural Fire Protection District March 17, 1988 Honeywell Protection Service 810 S.E. Belmont Portland, OR 97214 Gentlemen: RE: Avia SW 72nd and Boones Ferry The plans submitted to this office for smoke detection system have been approved. Please call for the witness of acceptance test 24- hours prior to the anticipated test. Contact person with the Fire District is Bob Ray-If I can be of any further service to you, please feel free to contact me at 649-8577. Sincerely, TUALATIN RLqIAL FIRE PR TECTION DISTRICT Gene Birchill Building Official 20665 S.W. Blanton Street Aloha, OR 97007 ssw .-c: Tigard Bldg. Dept. Inspector Ray KNK 'T MECHANICAL. PE .1 VIEVIKUT NO. : ME88032,e4 CITY OF �'�� RD CITY'OF TWARD I OREGON TWARD "'Go. COMMUNITY DEVELOPMENT DEPARTMENT DA11'. T.SSIJE,J) , P. 6 F3 0 13125 S W Hall Blvd_P.O.Box 23397.Tigard.Oregon 97223.(503)639-4175 F,,m*r .NO F370201 ,.1013 ADDPESS : 10)1.01. SW 72ND AVE: I I AX M A I::1/L.01' SUR LOW) UStI:K: NO: NO: W 0 Vi K (A A%S : NEW tJPNA(*.1FK A*114 HANDL.R <1.0. < 1. 0 (NIMMERMAL F-1,111NACIn 1, A:111 HANDLP 1.011 X 11 N F 1_00P Fkj1:..,W)CF FVAI! (31CCUP .G114P. B2 FIE'A'TE7111 VENT FAN A VEN 1* VF1N'1 15YS;,f,E.'M 811-1-1/COMP <31-111 HOOD TINICT NF.KRA*T( k(DOM W.) . 51111WIES F? k1i VII/COMP DWELL .UNITS : BI fl/cOMP J:W:I:NEPA1'(M1(COM FUEL 9I.P11COMP UNT"I'Li MAX . INPUT BL.WCOMP '304-HP 01,11F:11 Y E.,5 F1*IJ)'.I.N(.-; DUY'l ET5 HIGH PRE-i'sLi"t PEMAWKS : 0 pactir-ittst PEPM11, $67 . 00 W PLAN 6 V N E F1X11JWE!i 51*A*71:1 1 AX 3!) (J'THEKA C 0 A%1 N T A51 14CWTING A 01.1 9703,0 C 1ako 13111W0913 T 0 TOTAL : *9 10 R REGISTRATION NO. P-9938 This Permit Is Issued sub,ect tc,the regulations contained in Title 14 of the TMC. State of Ore,'ir�n specialty Codes, zoning regulations Find all other applicable codes and ordinances and It is hereby agr,.,,d that the work will be done in accordance with the pl,ins and specifications and in compliance with all appllr,�ble codes and ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city business tax permits. This permit will expire and become null and void If work is not started within 180 days.or if work is suspended or abandoned for a peri-id of 180 days any time after work has commenced. It shall be the responsibility of the permittee to assure all required inspections are requested and approv*d per'iymtee Signature Issued By FFill "".T �SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE NORTHWEST EST TESTING LABORATORIES9 INC. 5405 N. Lagoon Avenue P.O.Box 17126 Portland,Oregon 97217-0126 NON•DE6TRUCTIVE TESTING CC)N STRUCTION INSPECTION Phone.(503)289-1778 WELDING CERTIFICATION MATERIALS INSPECTION SOIL TESTING C,IEMICAL A74ALYSIS ASSAYING L RHY TICAL TESTING GENERAL CONSTRUCTION INSPECTION DAILY REPORT AS MUTUAL PROTECTION TO CLIENT�, THE PUBLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE CONFIENTIAL ROPERTY F CLIrNTSANO AREtNTENDEE)FORTHE USE OF OUR CLIENTS ONLY NOOJHEP OR ENTITY MAY v7OLIIF THE S REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHOA11AAT ON PER'-ON Client: H.L. Green Engineer: Gerald Navarra — — Project: — PaeTrust Building A Architect: McKenzie Engineering 16101 S.W. 72nd — Contractors Job Address: T cf r--6, Oregon _ Masonry: Concrete: — -- Permit Nc;.: __--__B4870201 Steel: _ — 2/23/88 — _ 2. 0 Dote Time Hours MSet kepori — Ticket Mix Proportions: Batch No. Numoer Slum Number Quant. Temp Concrete: 3000 psi , hot 1 80683 3" T4-487 2 7 I 72° I water, 1/21' CaCl Mortar: _ Source: Rn a i ., ...,a r�c�nanr3 r'ravPl Weather: Inspection Notes: Made two cylinders for 7 and 28 daybreak. concrete placed-on- first floor north end of Buildinq A. _—_ ------ Inspector's Signature: 562 _- r- — CC: Concrete Permit No.: ---562 — Masonry Permit No.: Washington County Fire Distr;,-t No. 1 law City of Beaverton Fire Department �0 Tualatin Rural Fire Protection District February 17, 1988 ASI Heating and Air Conditioning 17555 S.W. 65th Avenue Lake Oswego, OR 97035 Gentlemen: RE: Avia, PacTrust Business Center Bldg. A. r.W. Upper Boones Ferry Road and S.W. 72nd Mechanical plans submitted to this office are approved subject to the addition of a fire dampers for those ducts that penetrate and discharge in 1-hour-rated corridor construction. If I can he of any further assistance to you, please feel free to i call me at 649-8577. Sincerely, +� TUALATIN RURAL FIRE PROTECTION DISTRICT Gene Birchill Building Official SSW cc: Tigard Bldg. Dept. -� Inspector Ray ;rc All NORTHWEST TEsTING LABORA [ ®W S9 IN(-'* 5405 N. Lagoon Avenue P.O.Box 17126 Portland,Oregon 97217-0126 NON-DESTRUCTIVE TESTING Phone'.(503)289-1778 WELDING CEItTIFICATION CONSTRUCTION INSPECTION SO.L TESTING M A TENIALS INSPECTION ASSAYING CHEMICAL ANALYSIS PHYSICAL TESTING GENERAL CONSTRUCTION INSPECTION DAILY REPORT AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES ALL REPORTS ARE SUSMITTED AS THE ED FOR THE USE OR ITUTILIZE MAY UTIIZE THEE REPORT OR ANY PORTION DTHEREOF WITHOUT`OUR WRITTEN AUTHORIIZAOURCOFNTSONLY THER►ERSON nN EN Engineer: Gerald Navarra Client: pacTruSt 1311— ding A Architect: McKenzie Engg__ ineerin Project: ----.�-� �� S- ----r- Contractors Job Address: m4 j,. .Oregon Masonry: _ Concrete: — Steel: Permit No.: - Date Time — Hours Set R�Nort — Ticket Batch Mix Proportions: No. I Number Slum Number Quant. 7emp� Concrete: --- -.-..— �1ELDSN�1N�RC T T-DN.-- Mortar: - --- Wea+her: -- Source: - f n r m i Si S n o a n-c� jjpjaS e bo� t G pX9-V i Q-V .Y--- Inspection Notes: ----?nS �Jkax�-Plate a n d F lnnr_-.-_Ro-nf-in sp a "On ------ _--Srte�Yl-�dG CC: 2cc: H.L. GreenIns ecsor'sSignature: --- �s-ena> r- -- lec: City of Tigard Concrete Permit No.: — 562 -__ Masonry Permit No.: _ 56. 2 __ NORTHWEST TESTING LABORATORIES9 INC. 5405 N Lagoon Avenue P.O.Box 17126 Portland,Oregon 97217-0126 NON•[F6 TRUCTIVE TESTING CONSTRUCTION INSP"CTION Phone'(503)289-1776 WFLDING CERTIFICATION MATERIAL5 INSPECTION tiOiL TESTING COEMICAL. ANALYSIS ASSAYING PHYSICAL TESTING GENERAL CONSTRUCTION INSPECT(Oy DAILY REPORT -ASA MUTUAL PROTECTION TO CIL ICLIENTS THE PUBLIC AND OURSELVES ALL RFRORTS ARE RLRMITTEO AS THE NO CONFIDENTIAL PROPERTYOR ENTITY MAY UTILIZE THEE REPOR F OR ANY PORTION o HEREOF WITHOUT OUR WRITN':S AND ARE INTENED FOR THE USE OF OURITTEN ENTS AUTLFORIZAY ON CITHER,PERSON H.L. Green Engineer: Gerald Navarra Clieni: _ _ Project: PacTrust Building A Architect: McKenzie Engineering Job Address: 16101—S.W. 72nd Contractors Tigard , Oregon Masonry: Concrete: - Permit No.: 7038 _ Steel: ---- pate 11me Hours � Set Report Ticket— Batch � Mix Proportions: No. Number Slum Number Quant. Temp. Concrete: _. BOLTING AND ----r- WELDING INSPECTION 80288 Mortar: Weather: -- Source: ---- Inspection Notes: Inspected remaining Nelson studs , decking , and welds orr� cligplates rgniaininq from yesterda These were okay before concrete Qlacement. Will return for roofyarapet and, final_ in_inspection. Also _ _inspa welders certifications and copies wFre_ qiven to the foreman for Cc: 2cc: H.L. Greenriesenauer Inspector's Signature: 62 Concrete Permit No.: Masonry Permit No.: — -- -- NORTHWEST TESTING LABORATORIES9 INC. 5405 N. Lagoon Avenue P.O.Box 17126 Portland,Oregon 97217-0126 NON.DESTRULTIVE TESTING CONSTRUCTION INSPECTION Phone:(503)289-1778 WELDING CERTIFICATION EO.L TESTING MATERIALS INSPECTION ASSAYING CHEMICAL ANALYSIS NYS CAL TESTING GENERAL CONSTRUCTION INSPECTION DAILY REPORT AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES ALL REPORTS ARE SUBMITTED AS THE OR CONFIDENTIAL MAY UTOILIIE TNEOREPOf TTOR ANY PORTION THEREOF W 1HOUO OU SANDARE RWRIITTEN AUTHORIZAT ON PERSON NTITY Client: � rPP� Engineer: _ Gerald Navarra McKenzie Engineering-_ Project: PacTrust Building-A _ _ Architect: Job Address: 16 10 1 S W_ 7Zad. Contractors Tictard, Oregon Masonry: Concrete: Pernlii No.: _ 7 Q'A — Steel: �- 0 ��8 � -- Date Time Hours Set Report I Ticket Batch Mix Proportions: No. Number Slump Number I OLlant, Tern . Concrete: —~-- $O T-INr W .DIN ,1NSP E Mortar: rout: _- ------ _ Weather. — -- Source: RP; ns ; nn IIf f 1 oar - �_�r-ems edy looe Inspection Notes: - E,nr Ne 1sQR_:ztuds _gad decking_-_areas bn.l mssemblX------nsk�`in.n`o seco_nc�_f.1 - nneQted�tere_aP •Iad Missil �Ql _t�--bP put in overhead. Will r for c,i Q-- 1 dam- cen#`�r w 1�� R_F detei 1 and dame for roof nspe_cwelds �nsisleQ-king in the ofteUgQn t before concrete pour Cc: 2cc: H.L. Green c n uPr Inspector's Signature: 562 = -=------- Concrete Permit No.: _ -- ---��- - Mosonry Permit No.: --- - At.11.1 1)1 NO PRAM IT C'7Y OF TOGA RDPEPMI'll' NO RUS70c201 MY OF TM COMMUNITY DEVELOPMENT DEPARTMENT0'i et- 13125 S W.Hall Blvd..P.O.Box 23397.Tigard.Oregon 97223,(503)639-4175 P1:1 1:m". rm r .NO 87 0 R 0 1 .10H AF)UPE!ii S , 16101 Slat 12 AVF. li"c r-if%V� /LUI PS1 1.zil'i P11 0 1 SLID: 1., t 0K '^.4410 I)SE : -AAO K 5 U At.1.0.T I ON 1111 P -0 -000 SE Fr F14ONT : PIF.Al: WOW< CLASS : Al-M-PATION DWELL .UNI'm : L EF T NO FALAA10011S UX 11 wit'll I.. CMI-61,11 GIONST - TYPE: :ETN NO.PATHS N'. q: E: W OOL;ur-, opr OR PPOT OPFNINIW� OU"Up , LXIAO 239 N W I Ell I'll. At ll":A F NO STORIES 1.1 iST' . 1.1 U:5111 WOOF CONS T : F1 14E PEJ? I *L 05 114 BA51EEMEN'r? OCICUP - SEF"AP7 PATE-,D 4.1 Nr;:It 0WA-A, I LOAD- 50 GAP,Atk F:'IfiE spnKL-147 YES ALAPM? r;I.-ow I rim DE...I 'OW T? y L TYPE: YE'S -J 1,1 AN E;H1tE;K F)Y : rlir.'155411.11F.: UF NO 1111117313 00 W 1^11.1 PITILY1 F.-W 1111-1,76 1113, N i 1 1. -'IW E 1.)(1 r t,1.i". cl 9,120.1 111-.: DEPT, R *36 A"1 CV0 t-lm 0 ' !0 N T R A 1'P .t:6 J.D < 0.15) G 1 0 111 1 1 It 401 11 Ir I rill R T I' NO Tht-;permit is issued subject to the,regulations contained in Title 14 of the TMC. State of Oregon Specialty Codes. zoning regulations INSPECTIONri .a,id all other applicable codes and ordinances. and it is hereby pqrp,ed that the work will be done in accordance with the plans Find sl)Pcificafions and in compliance with oil applicable codes and NE. wdtninceq The issuance of this permit df,eq.iot waive restrictive P11 ki (nvoriants Contractor and subcontractors shall have current city SUSPEND 0,1EIL. ING ti,lsitipsq tax permits This permit will expire and become null and I tlti1.11 111 111'114 void if work is not started within 180 days,or If work Issuspended ot ME-A.1-11ANLA. 15 Y'i IT M nt)andoned for a period of 180 days any time after work has (ottirrienced I!shall be the responsibility of the permittee to assurp IN all required inspections are requested and approved L'Y 1:` M-0?1110 P-rtniltep 13 gna., Issued By SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE w NORTHWEST TESTING LABORATORIES9 INC. 5405 N Lagoon Avenue P.O.BOX 17126 Portland,Oregon 97217-0126 NON•DESTRJCTIVE TESTING Phone:(503)289-1778 WELDING CERTIFICATION CONSTRUCTION INSPECTION tiO,L TESTING MATERIALS INSPECTION ASS AYING CIIEMIC AL ANALYSIS PHVi1CAL TESTING GENERAL CONSTRUCTION iNSPECTION DAILY REPORT 'AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES.ALL REPORTS ARE VNLfSUBMITTED AS THE CONIDENTIAL PROPRTY OF CLIENTS AND ARE OR EFNTITY MAY UTILIZE THE REPORT OR ANY PORTION DTHEREOF WITHOUT OUR WRITT[NErlrORTHE USE SAUTHORIZATION'PERSON Client: - Fi.L. Green Engineer: Gerald Navarra �__ eerin _ acTrust Building A _ Architect: McKenzie Enginring Project: P -- Joh Addr� s: — 16101 S.W. _ 72nd Contractors Ti and Ore on __ Masonry: Concrete: --- Permit No.: _7038- Steel: x/88 3 5 Date Time Hours Set Report Ticket—�---- Batch Mix Proportions: No. Number Slum Number Quant. ?em Concrete: BOLTING AND _— 8026 WELDING INSPECTION Mortar: �irout: Weather: Source: — frnm NorthweGt T�^t i na 'n p P-d_ tyle — A rlrsSf'ntat.ist� Inspection Notes: ---- c-olumn be__4m- LsS_ �nb ies were _loose bolting torque on the first f1oSZr. Two nrrPctioLlA._ :gelding on on lines SD and 3B Th�sf�wee Roi��d—gat—fsz in accQrdanc w1th_d�rai led Drawi S2___�lszor first floor wa—s f oLnd tfl_b� r in 2 bolting was checked and anprQv�a bu_t _0-ne-99�t---W� missinnn�ogn a v�$ 9 istti r Emend at line-2D. wP�dina fir io r^�unnn� bes�m�at�ln�s-_A—h Qg�— hnr_h floors_ and were found to be in lines l through �j wi},i be accordance witb_��.3s��t�sj-detai 1 c �o_� welding, But a re_t� T1P n naroRSarV _fL`L ^"� Tn f i niah�d ro Tnd rnnf ina ton $eCk— n,d--�--1a �r- r f�onr. The �?dPr � � ertit'cations will be checked, t�_Is-Qn studs on a they did_not_ h��e h it cards__idith them-_ CC: 2cc: H.L. Green GriesenauP_r _ Inspector's Signature: 562 Concrete Permit No.. ---- Masonry Permit No.: --- _ - mar NORTHWEST TESTING G ]LABORATORI ES9 INC. 5405 N Lagoon Avenue P.O.Box 17126 Portland,Oregon 97217-0126 NONDESTRUCTIVE TECT'ING CONSTRUCTION INSPECTION Phone.(503)289-1778 WELDING CERTIFICATION MATERIALS INRPECTI ON SO,L TESTING CII EM ICAL ANALYSIS ASSAYING PHY51CAL TESTING GENERAL CCASTRUCTION INSPECTION DAILY REPORT AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSEI.NES AL REPORTS ARE SUBMITTED AS TNF ATHE USE CONF OR ENTITY MAY UTILIZE THF REPORT OR ANY PORTION ERTY Of CLIENTS AND APE OHEAED EOF WITHOUT OUR WR IIITENSAL 1HORIIZLY P40�T nN HER PERSON Client: H.L. Green Engineer: _ ?raject: PacTrust Br i ldi ng P. Architect: _ Job Address: _ 16101 S.W. 72nd Contractors Tigard, Oregon Masonry: _ Concrete: — Permit No.: — 7038 — Steel: — 2/5/88 — -- 4. 5 Date Tlme Hours Mix Proportions: Set Report �--- Ticket Batch No. Number Slum _ Number Quant. Temp. Concrete: —. --- -- _ — WELDING INSPECTION 80247 — I Mortcr: — — Weather: Source: _ Inspection Notes: Shear stud in_522_CtirfQrmed from line 1 to 5 and line E to D. 20 percent knock-off from area 4 _to 5 and D to E. Advised contractor to—get approval _from engineer to hand weld stud in this area. Bclltin�_and weldin — gi nngp�ton_pprforme.d frQlr -gr_.ounndd level s e�o�d- floor- _ level - ac-get t ble, Decking_ inspe-c iszn pecf-c � -a--s_e�-QrUd—EIDU F _�Iproximately 5_��ercent�om ete at _inspection_yisi ._A1�s�_d2�.kirt� .-oof level , acceptable at this time . Ask genral con.__ racor (Mit tD :heck on roof deck transitions line 4 and 2, with en ineer fssible eupport in these are" , ----- — 2cc: H.L. Green Inspector's Signature: cc Concrete Permit No.. — ---- — Masonry Permit Nc.: _---------- -- i CITY OF TIGARDe MECHANICAL PERMIT Receipt# �_. Permit#_ -- Description Table 3A Machaoical Code CITY PRICE A City of Tigard 13125 S.W. Hall Blvd. t) Permit Fer. 0 -0-- 10A0 P.O. Box 23397 2) Supplemental Permit 3.00 Tigard, OR 97223 639-4175 1� Furnace to 100,000 BTU 6.00 incl.ducts&vents 2) Furnace 100,000 BTU + -� 7.50 incl.ducts S vents Name of Development 3) Floor Furnace 6.00 incl.vertt Job Abdress - 4) Suspended heater,wall heater 600 Address ? ' o W as f G3'- or floor mounted heater - Tax Lot Map No. 5) Vent no incl.in 3.00 Lot Block subdivision applian,:epermit — Name(or name of business) 6) Repair of heating,refr ig., 6.00 cooling,absorption unit Maiiir Address Phone Boiler or comp to 3 HP 6.00 Owner g 7) absorp.unit to 100,000 BT!I _ City/State Zip a) Boiler or comp to 3 HP-15 HP 11.00 absorp,unit to 500,000 BTU Name 9) Boiler or comp 15-30 HP -� 15.00 �p _ absorp unit 112-1 million Boiler or comp to 30••50 N P T Melling Address Phone 10) 22.50 absorp.unit 1 -1.75 million _ Contractor Boiler or comp to 50 HP city/state Zip 11) 31.50 absorp.unit 1,750,000 BTU State Registration No. City Bus Tax No 12) Air handling unit to 4.50 10,000 CFM 13) Air handling uni'. 7.50 1 hereby acknowledge that I have read this application that the information given is 10 0OI)CFM t correct,that I am the owrw r or authorized agent of the owner,that plans submitted are in compliance with State laws,that I am registered with the State BuildersBoard,that the 14) Non portable 4.50 number given is correct (it exempt from State registration please give reason below) _ evaporate cooler _ -. -- 15) Vent fan connected 3.00 to a single duct _^ - - - 16) Ventilation system not 4.50 included in appliance permit Hood served by 4.50 17) mechanical exhaust _ signature(owner or men Date 18) Domestic type Incinerator 7.50 Describe work C] addition EJalte,ation F1 repair El — to be done residential 0. non-residential 19) Commercia;or industrial 30.00 typo incinerator___ Existing use of building or properly 20) Other i.e.,woodstove,water 450 heater,solar,clothes dryers,etc. Proposed use of �- - building or property __-_ 21) Gas piping one to four outlets 2.00 Type of fuel- oil I 1 natural gas I71 LPG _? electric I 1 22) More than 4-ner outlet NOTICE SUB-TOTAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 5&10 456 SURCHARGE j DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL (> ' ABANDONFD FOR A PERIOD OF 1 FO DAYS AT ANY TIME AFTER -- _ WORK IS COMMENCED TOTAL / ) Special Conditions . 1 ---- — Date issued----- by�� OF r w:tiNi H CITY OF TIGARD MECHANICAL PERMIT Permit * L4 7) - Description QTY PRICE AMT L Table 7A Mechanical Code City of Tigard /V 1) Permit Fee -0- -0- 10 oil 13125 S.W. Hall Blvd. -------------- --- - P.O. Box 23397 2) Supplemental Permit 300 Tigard, OR 97223 L --- ---- Furnace to 100,000 BTU 6.00 fi39 4175 Q 1) incl.ducts&vents Furnace 100,000 BTU +-- -- - Z -7.50 �� 2) incl.ducts&vents — —_— __T Floor Furnace 6,00 Name of Development 3) incl.vent _ --- -- — Suspended heater .;all heater 600 Job AOdress 4) or floor mounted.l,eater _. Address 1 ' [.JC �Jc•. / /Tt_`� - v. - Ve^',.o incl.in 3.00 Tax Lot Map No 5) appllan_,:e permit --- - Lot BW.k Subdivision Repair of heating,refrig., 6,00 Nemer isms of business) 6) cooling,absorption unit L------ Boiler or comp to 3 HP 6.00 M ilingAddress Pone 7) absorp.unit to 100,000 BTU_ Owner Boiler or comp to 3 HP-15 HP 1100 city/state Zip 8) absorp.unit to 500,000 BTU 9) Boiler or comp 15-30 HP ,� 15.00 `3 Q Name absorp.unit Yz-1 millior, &, Boiler or comp to 30-50 HP -22.50 Meiling Address / "none 10) absorp.unit 1 -1.75 million 15 5 -mac' Boiler or comp to 50 HP 31.50 Contractor City/State Zip 11) absorp.unit 1,750,000 BTU Air handling unit to 4,50 Slate Registrali-ri No. City Bus Tax No 12) 10,000 CFM -- Air handling unit 750 t hereby ack--icidge that I have nad this application that the information given is 13) 10,000CFM F -- corrrx;t,that I am it%jr or sulhori.'ad agent of the owner.that plans submitted are in portable(xxnpliance with State laws,that I em i)gistered with the State builders'Board,that the 14) Non 4.50 number given is cxxred (if exempt from State registration please give cooler e reason below). evaporate _._—_—_---- -- --- Vent fan connected 3.00 c` - - 15) to a single duct - 16) Ventilation system not 450 included in appliance permit -_ Hood served by 4.50 f� 17) mechanical exhaust pn.iure(owner f j= _Date 18) Domestic type 7.50 s A�--- incinerator Describe work El addition [.] alteration [ 1 repair f 1 -- Commercial or industrial 30.00 to be done residential Ll non-residential 19) -- type incinerator Existing use of Other i.e.,woodstove,water 4.50 building or properly _ _�____. -- . - - --- 20) heater,solar,clothes d-ryers,etc Proposed use of 200 building or property -_-_._ -- _-- - -- 21) Gas piping one to four outlets Type of fuel- oil I natural gas ( 1 LPG I 1 electric ) _ — 22) More than 4-per outlet _ NQT1r - SUB_TOTAL 47 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- - 5% 06SURCHARGE _ 3 _ 3 S STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 - -------- DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER -- TOTAL 92- J/U WORK IS COMMENCED A ,;pociril Conditions � // Dal©Issued by MACKENZIE ENGINEERING INCORPORATED c1b90 SW BANCROFT STREET PORTLAND,OHLGON 97201 (.503)224-9560 January 29, 1988 City of Tigard Attention: Brad Roast 13125 S.W. Hall Blvd. P. 0. Box 23357 Tigard, Oregon 97223 RE : PacTrust Business Center, Building A Roof Overflow Drain Project Number 285395 Dear Mr. Roast: It has come to my attention tusne s Cente , Building A that you na �ut hto support the ethe accumulated roof system at the PacTrus rain water if the r_)of drains fail . goof drains are located in the interior of the roof adjacent to As you know, the two the stair towers. Eacn of these drains will be connected to an overflow inlet inlet of the overflew drain will be set 2" above the inlet of the accordance with MSA Detail 25/RF.RTh i l f ore, 2" of water may accumulate on the roof near the drains if the root nds The weight of the 2" of water thst lemay ss than tlate on he design el i�ef 1 oadl would qua25 1psf. 4 if u the per square foot (psf), which roof drain system is properlyThe structuralaroofnd asystemeiis more othan hadequate to support should ever accumulate.. this amount of rain water. If you have any further questions, please call . Sincerely, PRDFF ,, QCF.G N 15. a W. '400 Wade Younie, P.E. WY/smk cc: Howard Green, H.L . Green John Oberg, John E. Reinhart Plumbing Dennis Woods, MSA bill Bailey, MSA MACKENZIE/SAITO &ASSOCIAI ES, P.C. MEMORANDUM DATE: January 28, 1988 SUBJECT: Meeting with City of Tigard I• acTrust - Tigard Business Center, Building 217 and Carman Property Study Project Numbers 288012 and 287734 BY: Dennis R. Woods To: File DDESENT : Keith Liden, City of Tigard Brad Roast, City of Tigard Gary Alfson, City of Tigard Leon Hartvickson, Pa.cTrust Tom Wiitala, Wiitala Management Dick Buono, PacTrust fioward Green, H.L. Green Dennis Woods, MSA Lans Stout, MSA Dave Larson, MEI Carman Property Study - Project Number 287734 ACTION ITEMS 1 . MSA by February 5, 1988, will file the required drawings for the Site Design The Review. Acare tuadinareaoand of descriptionthe bui rlof thel possible constrgs wil not be ucd footage of building tion typegsuare g required. 2. Keith Liden will require landscape design. 3, MSA, by February 5, 1488, wili prepare the landscape variances es outlined by Keith Liden. Q. The City requested that allparcels ebesting buiticdinlg�wthe Dick Bu�no willccoordinate ial use of alti three lots tl o be applied the legal documents for merging the properties. cate 5. The r i yht-uf-way at thefar west d this the prnotrty has not be coni i derede as apart dof Dthe ick Buono will continue fol buts P� Cecome part of the site landscaping design If the right-of-way property, MSA will propose 10 ft. landscaping at the back and an increase in the truck maneuver ng area. Keith noted that he would prefer reduction of the landscape area in the back of the property to 5 ft. and addition of 5 ft. of landscaping in the front at 72nd Avenue. .w Memorandum to File - Meeting with City of Tigard Pactrust - Tigard Bu::iness Center, Building 217 and Carman Property Study Project Numbers 288012 and 287734 Ja,ivary 28, 1988 Page Number 2 UNRESOLVED ITEMS None. RESOLVED ITEMS None. INFORMATION ITEMS 1. Overall site pi ising was discussed, as the two buildings proposed in the master plan will be developed at a future date. Si .,nal zd',Ion will occur when the buildings are constructed. The driveway close to the intersection at Carman Center will be eliminated when the signal is constructed. 2. ULili y serviceability does not present a problem with respect to draining the site uack towards the rail . The existing twerty-seven inch (27") sto-m pipe and 8" sanitary pipe will be adequate. 3. The traffic information was reviewed. A previous traffic report was prepared in 1985 and is available to the City. The alignment of the intersection and the 30 ft. driveway for tru-k access along the west property line did not present a problem. The :lew liq'it, intersection, placement of poles, and additional signal lights were oiscusse:l. 4. When the area is developed, the sidewalk presently locate at the Carman Center may be extended to the driveway at the signal for access to crosswalk. Tigard Business Center, Building 217 YPro 'ect Number 288012 ACTION ITEMS 1 . MSA, on February 5, 1988, will file for the Site De ign Review package. A landscape variance for the site .!ill also be required. Lans and Keith have discussed the re�4uirements for the variance. Proposed landscape coverage, nut including the possible vacation of some of the right-of-way, was estimated to he 11% to 12%. Keith did not believe this would be a problem, since most of the landscaping was towards the front of the site at Kable Lane. 2. Leon indicated that he was negotiating with the people north of the site concerning a joint driveway. 3. Dick Buono is still investigating the vacation of the 30 ft. right-of-way along the west property line. If this par-el wEru to be vacated, the additional property would be used for a truck maneuvering area. Memorandum to File - Meeting with City of Tigard Pactrust - Tigard Business Center, Building 217 and Carman Property Study Project Numbers 288012 and 287734 January 28, 1988 Page Number 3 UNRESOLVED ITEMS None. RESOLVED ITEMS None. INFORMATION ITEMS 1. Different construction types (heavy timber construction vs. three-end sprinklered) were discussed with Brad Roast. Further discussions with the Fire Marsha will be scheduled by MSA. 2. It was noted that this project will oe under construction as quickly as possible. Storm, water, sewer, and sanitary provisions were discussed. There did not appear to be a problem for these services on the site. PacTrust n,)ted t:;at there would be one property to the north of this site that may not have access if the street were vaca�ed. In that event, PacTrust would provide an access easement off of Kable Lane to provide for future development of a road. Every effort has been made L•1 accurately record this meeting. If any errors or omissions are noted, written respons^ is required within five days of issue date. DRW/smk cc: All Present i Cit'lf OF T11 ARD December 10, 1987 OREGON 25 Years of SeMce 1986 Mr. Jas, Hogue Ingram & Associates 880 US Bancorp Tower 111 SW Fifth I Portland, OR RE - "Avis" - 16101 SW 72nd Avenue Dear Mr. Hogue: A plan review has been conducted for the ter+nt space improvement for the above-referenced project. The following shall apply: 1 . The corridor system on each floor serves occupant loads in excess of 30, therefore requiring the corridors Lo be of one hour f:ra resistive construction. It is my underst�-;iding that a smoke detection system complying with UBC 3305(g) Exc,.ption 5 will be utilized in lieu of one hour construction. Submit layout of system to this department for approval . 2. Exit door locks shall comply with SFC 3304(c) . 1 3 . No manual dead bolts are allowed on double doors , 4 . Separate sign permits are required for any signage. I if you have any questions, please call 639-4171 . I Sincerely, Brad Roast jl Building Official sbe 22 16D i{ 13125 SW Hall Blvd„P.O.Box 23397,T,gard,Oregon 97223 (503)639-4171 — ' F ' raala&t fine Afe�, /��k P.O. BOX 127•TUALATIN,OREGON 97062• December 7. 1987 Mr. Jas. Hogue Ingram and Associates. Architects 880 U.S. Bancorp 'rower 111 S.W. 5th Avenue Portland. OR 97204 Dear Mr. Hogue. RE: Avia, PacTrust Iluilding Center 16101 S.W. 72nd Avenue FM'L 354-159-000 1 fa to and life safety plan review w;1s ccntdiw-tecl on the ah(,ve- q;Iptiut►ed projectfor compliance with the 1985 editions of the Uniform Building Coda (UBC) . Uniform Mechat►i(_al Code (UMC) . and Uniform Fire Code (UFC) ,tS ,lmerlded by Tualatin Rural. Fire Protec- tion District's Ordinance 86-1. The plans ,.ire ,ipproved c-onditional to Lhe following items. 1, CcJrridor Protection: It. is the understanding of this plans examiner that smoke detect Ion is to be used in lieu of fire resistive corridor protectilin in this building.. (t'BC Section 1305(g)(11) . Submit not less than three of smoke d0tection I-ayout for teviea and approval, print to (•ommetlring with tctnant improvl'- ment alterations to the building. insulation Flamr_ Spread: The insular.ion, including breather papers ;Incl vapor barriers which are not in contact %iih the Lipper surface of the ceiling and under surface of the floor, ;Is the :;ise may, be, must have a flame spread rating of not t.0 exceed 25 ;,Arid a smoke develoilment classification of not grs!ater tlu_In 450 ,is measured on the St.eitiet Tunnel Test scale referred t(-) :.ts 1'BC Standard No 42-1 . (t'BC Sec. 1713) 1, Me_hanicnl. Plans qu1.1-(A Plans referred to ;lad examined by t.111.5 ""fire I.ont;IilC0 nt, (11:.1116 for heat int i�1' Llil' Ct)IlditiC�n- ing systems. Unless electric baseboard heat is empInyed, i:c.mpletc- mech:ulical system p1;Ins fctr the HVAC equipment :.unci duct work must be submitted to and :►pprnved by this office prior to installat :un. (tT1C See. 302) Mr. Jas. Hogue December 7, 1987 Page 2 4. Mechanical Equipment Approval: All heat producing and electrical equipment and appliances installed in conjunc- tion with the construction or occupancy of this project must be approved by Underwriters Laboratories, Inc. or other ttatiorta]].y re cugrtized testing agency and installed in r►ecor.ance with the testing agency's sper_ificatians. (UMC Set:. S02) 5, ,Address Required: The tenant space number inust be prom- inently displayed on the street front where it is readily visible to drivers and officers of responding fire ;.ippar3tus and other emergency vehicles. (UFc Set.. 10.280) G, Fire Extinmuisher Requirements: Not less than ane (1) ..tpproved fire extinguisher(s) with rating of not less than 2A]0B:C shall be provided fir each 3000 square feet r.,f flut,r area ur fl-action thereof. The travel distarice to cin extinguisher fc•om any port ion of the bui]tiint; shill l nut e::cved 75 feet . (tiFC Standard 10-1) 7 . Alltoolatic Sprinkler Pl:.ins: Pl.ans referred to and examined h► tlti�. uCfi,'r i,.,nt:ei�t nr, 1,ttt�risir.,tt� ft.,r tho niternt.ion or in:tallatiou of twtc,mutic sprinkler ,.stem. Not lass then three sets of plans fill the insW11:�t.iun shall he submitted to 'his office Cur aPproval prior to instal.latlot►. F. site: One set !f plans hear- ing; th�� stai,►p5 •,f the Tit•11rd Bnilriirrt; Dep3rCment and this ,ffice must b- utaintairtc,l on the projet:t si.te throughout all lhulaes (if c,,nstruct.ion :tali roust be mnile available to huild- in!; and rite inspe,:tr,rs [ortefetence: tiurint,: rcyuire�d ':on- st ruction iitspuctiun�•. (t;Bc Sec. 303) ry 111spet:t ions Reye i r(ld', Irtspet:t it,n and ,f coltst ruc- t ion by n repres.entatict• of this r,ffit•e is requited: (a) prior to the ct)ver of cut} new frutniut; elewents following rite lt,��t;tll:rtitnt t.,f +ell utility tuns ►which will bt, t.rnitr�alerl within wall :tetd partition rr-tviti.es; (h) upon completion of cou"t►utt it,n and pt iut tt, ol_t_up:.+ncy r,f tilt, t enntir stlace. (UBc Set:. 305) in. Certiilt-Ate of Ot:rupancy Rt�yulred: Prior to the use and utcut,:.,ut_} of the 1,r-, ioct (sp+.rcp) , 3 certificate t,f orru- p.int:y of tither written instrutnemt of apT't'uval roust be t�r,: ,ti.;teti ftt.nu t.lte cite (if Tig-ird Builelintt frep:irtment. . (t'Rc stet:. 307) I Mr. Jas. Hogue becember 7, 1987 Page 3 SPECIAI. NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY-APPROVED PLANS DURING THE COURSE OF CONS,rhUCTION, EXCLUSIVE OF THOSE NECE'iSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISPED HEREIN, ARE PROHIB[TED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. If 1 can be of any further assistance to you, please feel free to call me at G49-8577. Sincervly, TUALATIN RURAL_ FIRE PRUT (;TION bTSTRIC'f Gene Birchill Building official SS1V cC. Tigard Bldg. Dept , Inspector Ray I IVII► �i 703 DATE PERMIT APPLICATION - -'i9 BUILDING � s'?O20 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THrgOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE R r .. LOTNO.2E', 1` i -�`PT. m OWN ER �ac 1f ie:.' Rroo I tY JOB ADDRESS 16101 L:Iv; ENGINEER MaCIcLNZ1E ADDRESS DESIGNER rBUILDER STRUCTURE ❑ NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR Ll RENEWAL ❑ FIRE DAMAGE El DEMOLITION I-" RESIDENCE 12 COMM 11 EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLABEI FENCE OCCUPANCY -- n2 LAND USE ZONE _ I'P BLDG.TYPE —�L-FIRE ZONE PLAN CHECK BY _ �-F HEAT - ;;ns:t�_•uc.t new t�tt�ldjitc� s1'c1] ,pactrust I31c1�. �, all_ er appre•rad Plans.'• Z000 sq. — ` t . tci r1re Dept. . t-Anprovaj.. Imponflov5 surface urea: -- Nr� UCCtJ 11^3CY UNTtl CC�NQI'r10N ILG t)F -��X37 16 }I�1a BEEN SATISFIED, ---- -- (7du - S_EWEH PERMIT H __ —' ►T - OCC.LOAD _ FLOOR LOAD HEIGHT 30 NO,STORIES 2 AREA 7$41X6ao BEDROOMS VALUE BUILDING DEPARTMENT SET BACKS FRONT RFAR LEFT SIDE_ RIGHT SIDE Permit 1...3` 3 0U THIS P!: iMIT IrS ISSUED SJBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING REGI A MIT AND ALL APPLICABLE CODES ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check `1Qi i 0 WORK WILL BE DONE IN ACCORDANCE WITH THE PIANS AND SPECIFICATIONS AND IN COMPLIANCE ., WITH ALL APPLICABLE CUDES AND ORDINANCES. THF ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO 4AVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS,REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 69.90 SDC— Total .?. 935.8e —.` — — PDCN APPLICANT vR AGENT 908.70 By --- y — Lr A l 7 6 �`Q Receipt No ADDRE88 PHONE Approved ____ is REMARKS PLUMBING DATE DATE INSP. TYPE INSPECTION - -- - -- � / iContractor ` Permit Nn. I Rough-in -- Fixture Final --- -- HEATING — ---`----- — Contractor --- --.-. _ _.-- — ----- --- ----------- Parmit Na. ---- - ------- - --- ---. Gas or Oil ---- - ---- - - -- --- I Rough-in ------ - -- ---- --------- ------- Final -- SEWER ----- - Final - -- ---- — -- DRIVEWAY - --- - Final Storm Drainage - ---- - IRaw[rain)Final _ Sidevalk -" ---- _ Curb&Street Final Approach DG. DEPT.FINAL -TEMPORARY - CERTIFICATE t7CCIRANCY Final CEFtI'Ir'ICATE OCCUPANCY Landsc+ping 7nni,y Final t f f? } 1 t � ' SEWER PERMIT 34517 Ti and DATE � 7 UUnified Sewerage genor C I TY OF g-- of Washingtai County OWNER : Pactrust PHONE : 224-2356 _ OWNER' S ADDRESS: 111 SW pifth, #2960 Portland OR 97204 TYPE OF INSTALLATION: rj BUILDING SEWER ❑ LINE TAP AND BUILDING SEWER ❑ LIN: TAP TYPE OF UCCUPANCYt ❑ EXISTING ❑ SINGLE FAMILY ® COMMERCIAL ® N E W ❑ MULT . RES . L___1 INDUSTRIAL 7 FIXTURE UNITS _— DWELLING UNITS 16101 SW 72nd (B1dg.A) 97224 ADDRESS OF STRUCTURE , _____---- Permit Conditions: The applicant agrees to comply with all rules and regulations of the Unifie4 Sewerage Agency. When calling for an inspection, please refer to the Permit Number. The Permit expires Sewerage one hundred twenty (120) days from the date of issuance. The total amount paid (permit fee, connection charge, line tap fee and/or other charge) will be forfeited 1f the permit expires. The Agency does not guarantee the accuracy o fithe llarns ttsh;llfpside sewthreelafeet terals. If therseweons is not located at the measurement given, ther shall p " Pfrom teetmithatdistnce givn. if not so thea currentecharge and the lAgencv�will install the �a laterelurchase a "Tap and Side Sewer. F E F S t E 45 .00 PERMIT FEF 7 , 700. 00 CONNECTION CHARGE -- LINE TAP INSTALLATION — ISSUED BY OTHER —TOTALs774L,00 pATEOFq�d 7 r DATE OF EXPIRATION APPLI NT SEWER PERMIT ADDRESS OF STRUCTURE — n� -'��---�Z QUARTER 2S113AB TAX 1_01101.— SECTION — T A X M A P ___.------- LOT _ . BLOCK OF /Dr BCR 9-21-87_...---- _UE BY DATE F IS DANCE — APPROVED BY DATE IREMARKS 4" min . sewer line. BP#7038 _ U . U . ' S _ -- ew �71 OK AW- a WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blanton St. e Alcha, Oregon 97007 - 503/649-6577 October 8, 1987 Mr. William S. Bailey Mackenzie/Saito and Associates 0690 S.W. Bancroft Street; Portland, OR 972(11 Dear Bill, RE: Pactrust Building A Revised Permit :yet The plants are approved for the above-captioned property and project subject to the following conditions. 1. Exit Door Hardware: All doors shown on the drawings must be openable from the inside for immediate exit at all time.,; without the use of a key, special knowledge or effort. '�18C Sec. 3304) 2. Exterior Exit Door: Hardware for the exterior doors and key- operated deadlocks may be permitted where there is a sign posted on or over the door reading, "THIS WOR MUST R04AIN UNLOCKED DURING BUSINESS HOURS" in letters not less than one inch in height on a contrasting background. (UBC Sec 3304) 3. Double Door Hardware: Where exit doors are used in pairs, approved automatic flush bolts shall be used on the secondary leaf. The door having the automatic flush bolts must have no door knob or surface-mounted hardware. The unlatching of any leaf must not require more than one operation. (UBC Sec. 3304) fit. Mechanical Plans Required: Plans referred to and examined by this office contained no plans for heating or air conditioning systems. Unless electric baseboard heat is employed, complete mechanical system plans for the HVAC equipment and duct work must be submitted to and approved by this office prior, to installation. (UMC Sec. 302) STOP FIRES — SAVES LIVES i Mr. William S. Bailey October 8, 1987 Page 11 �. Exterior Exit Door: Hardware for the exterior doors and key- operated deadlocks may be permitted where there is a Sign posted on or over the door reading, "THIS DOOR MUST REMAIN UNGOCKFD DURING BUSINESS HOURS" in letters not less Lhan one inch in height on a contrasting background. (UBC Sec 3304) 6. Address Required: The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emer- gency vehicles. (UEC Sec 10.280) 7. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation, of automatic: sprinkler system. Not less than three sets of plans for the installation Shall be submitted to this office for approval prior to installation. 8. Approved Plans on Job Site: One Set cif approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout all phases of con- struction and must be made availa'Ke to building and fire inspec- tors for reference during required construction inspections. (UBC Sec. 303) 9. Inspections Required_: Inspection and approval of construction by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partitico cavities; (b) upon completion of construction and prior to occu- pancy of the tenant space. (UBC Sec. 305) 10. Certificate of Occupancy Required: Prior to the use and oc- cupancy or other written instrument of approval must; be obtained from the City of Tigard Building Department. (UBC Sec. 307) i Mr. William S. Bailey October 8, 1987 Page 3 If I can be of any further assistance to you, please feel free to call me at 6119-857-1. Sincerely, WASHINGTON OUNTY FIRE D STRICT NO. 1 Gene Birchill Plans Examiner :isw cc: Tigard Bldg. Dept. Inspect Nay Y►U► 1 v 1 Tigard CR T7223 c�.�175 ►,,� `� PERMIT v► Z 4.-5,5 J- . ► 1 l�ctm� A pt'�ns {te isttadon MOW*t►et plumbof Pe'm" Ne. t ApOkAnft mum Q or�lope�r nt hlrits „,+�I busu,ces or�br s ety ave PatCE mama d= "Fart+.^+ s.�t ornaa 2 1410 FIXTURESJob Tsx Lok Add(*" --7 750 r :s tuna utvsho%vw C410b " 750 _ an» � G Z r"�`OrAl E r So esa � W ater.Clos* ; Gart.tA� T►J_ � -"� C�rtaAt't�� zip to 50 t-- - GartsaSH� ..- -- t 5d _r Name T ISO cess - ? so -- —� Unnai ----~' Frctures Occupant C.Ayistsw r 50 -Lr-1 150 L -- - ass � MN�Cfta.f NEOUs soo �ocla P� (,pl� (. g,»tax mo ,awa�M tar 1 2000 �. 00 tat*`cs� �~� �s+too �-- A _- L WSW ser pa ea 0 ! two yr, motion ardawswmo. �tfl0_ 1 1500j 5 1 hereto '°wMc tt haw r wo ow E1tr� aall �' a1 rM svxmP�+Ck�+' tQO--- 25 00 thb t rrn r w mks$A” of Or*- 11 9r Plume��'M'ards _,o 0roAwrd thal Vbboe tbn�a Sf ra 750woo wO W OcsCtlepwow"blva 4tevs�^ (�t tw+��kOrt' ilow� prncr- _ ow �-- 1 SO SU"rept 1 „*��"*"' � 'w'�I°"1" aae+�°'°°fi°`ta"r ISO l<x crrR+ at r�ao�^t pvpo a� •Mam ""'a Cad+�^ ---`_--— -=c 0 w+ aaaw• 4000 PW __ -- - . my OWurl and*,W VOW" k+p.vI� -.._ woo ' 9d4 ar b,� Add*)" --.---/-�-- /I ---'.` C. repo Cl l --. '0ivtAbS WO& r"m,l.ntfae fen t-"" = .-- �►:Xo 1brK, ,. - rtrtr� 9 9 t- Ead tO UK*d Nd S aM fid,w11 ann�a�d d got��°°n is obr',tw wo ad of�'ad topdMmlowf w am vd ra�,wa+9w+' ar a �d as dM 40 SOW _ now 00ued , ' SeFtember .17, 1987 CRY 0F T16ARD Mr. Bill Bailey Mackenzie/Saito and Assoc. OREGON 0690 SW Bancroft Portlar�u, OR 97201 25 Veors of Sendco 1961-1986 RE: Pactrust Building A - 161.01 SW 72nd Avenue (Building Shell) I Dear Mr. Bailey: A plan review has been conducted for the above-referenced project. TYe ' following shall apply: 1. Handicap parking Stalls s..all be provided with signs per UBC Section .3108. 7. Marimum slope allowed on ramps for handicap access is 1:12. 3. Maximum threshold height at doorways is one itch. At least one door for handicap access is to have a maximum ore-half inch threshold. 4. A drinking fountain shall. be provided on each floor. 5. Toilat room floors shall. have: a nonabsorbent surface on the floors up five Inches on the walls. Walls within two feet of the toilets or urinals shall have n non�.hsorbent surface up four feet. (Print is not acceptable.) 6. ',xaaust fans are required in toilet and shower rooms. 7. Calculations are required for energy conservation for. : a. Eat-.rior envelope b. HVAC C. T,ighting 8. Stairs 1.01 and t04, and corridors 102 and 105 r-4hall be of one hour fire resiative construction. DDoors opening into shall be a minimum of 20 minute rated fire assemblies. 9. A special inspector shall be required on all field welding. 10. BuildinR address shall be posted. If you have any queQtions. please call 639-4171 . Sincerely, �e, � Brad Roast Buildtng Official sh/0966D 13125 SW Hall Blvd.,PO Box 23397,Tigard,Orr-got' 47273 (5V)639-4171 — � s PAcTRUST S.W. 72nd And Upper Boones Ferry Fid. Tigard, Oregon PACTRUST BUSINESS CENTER BUILDING A r Genera! ' Nates And Details 1211 ,010 PR 1 3I rJ��O 12219 yid r� MACKEMZIE/SAITO & ASSOCIATES, P.C. 0690 SW BANCROFT ST PORTLAND. OREGON (503) 224-95701 rated Job Number 285398 cp 14`14 1 MACKE.mZIE M IMI�ERiNr INDEX I . GENERAL NOTES . . . . . . . . . . . 1-15 1 II . CIVIL DETAILS Bike Rack . . . . . . . . . CD2 I CD2 Trash Enclosure . . . . . . . . . . . III . CONCRETE DETAILS Construr.t;on Joint . . . . . . . . . . C1 Control Joint . . . . . . . . . C2 Turn-Down Slab at Storefront . C3 C4 E ievator Pit . . . . . . . . . . . . C5 Footing/Column Connection . . . . . . . . . . . . . . . . . . . . . . . . Typical Footing . . . . . . . . . . . . . . . . C6 Column Base at Exterior Wall . . . . . . . . . . . . . . . . . : : : C7 Column l.ocat;on at Corner . . . . . . . . . . . . . . . . • . C8 Shear Wall and Fcundacion . . . . . . . . . . . . . . . . . . . . C9 Precast. Concrete Arch Elevation . . . . . . . . . . . . . . . . . C10 Precast Leg to Footing . . . . . . . . . . . . . . . . . . C11 Precast Leg Reinforcing C12 Precast Head to Column ( Isometric) . . . . . . . . . . . . . . . . . . C14 Section at Entry Arch Head . . . . . . . . . . . . . . . . . . . . . C14 Floor Connection to Precast Column . . . . . . . . . . . . . . . . . . C15 Floor Connection at Precast Column (Opp. Hand) . . . . . . . . . . . . . . C16 Precast Head to Column Connection . . . . . . . . . . . . . . . . . . . . . C17 Tube Steel Support at Exterior . . . . . . . . . . . . . . . . . . . . . . C18 IV. ROOF FRAMING DETAILS Typical Joist/Beam Connection . . . . . . . . . . . . . . . . . . . . . . . FF1 Joist/Beam Connection . . . . . . . . . . . . . . . : . : : : : : : FF2 Joist/Column Connection FF3 Beam,/Column Connection . . . . . . . . . . . . . . . . . . . . . . . . FF4 Beam to Wall Connection at Shear Wall . . . . . . . . . . . . . . . . . . . FF5 IBeam to Collumn Connection . . . . . . . . . . . . . . . . . . . . . . . . FF6 Floor Decking Connection at Shear Wall . . . FF7 Floor Deck Connection at Shear Wall . . . . . . . . . . . . . . . . . . . . FF8 Skewed Beam/Spandrel Conrection . . . . . . . . . . . . . . . . . . . . . . FF9 Floor Slab/Exterior Wall Connection . . . . . . . . . . . . . . . . . . . FF10 Exterior Column to Beam Connection . . . . . . . . . . FF11 f Beam to Column Connection at Corner . . . . . . . . . . . . FF12 t Girder/Column Connection at Corner FF13 Beam to Shear Wall . . . . . FF14 FF 15 Beam to Shear Wall Connection . . . . . . . . . . . . . . Beam to Shear Wall Connection . . . . . . . . . . . . . . . . . . . . . . FF16 Bracing Condition . . . . . . . . . . . . . . . . . FF17 Bracing at Head . . . . . . . . . . . . . . . . . . . • FF18 Drag Bar Connection . •. . . . . , • . . . . FF1.9 Drag Strut to Shea . . ' • •Wall Connection FF20 V. ROOF FRAMING Girder - O.W.S.J. - Column Connection . . . . . . . . . . . . . . . . . . . RFl Girder/Column Connection . . . . . . . . . . . . . . . . . . . . . . . . . RF2 Girder/Column Connection . . . . . . . . . . . . . . . . . . . . . RF3 Joist/Beam Connection . . . . . . . . . . . . . . . . . . . . . . . . . . . RF4 Joist/Beam Connection . . . . . . . . . . . . . . . . . . . . . . . . . . . RF5 Roof Deck Welds . . . . . . . . . . . . . . . . . . . . . . . . RF6 Beam/Column Connection at Exterior Wall . . . . . . . . . . . . . . . . . . RF7 Beam/Joist Condition at Exterior Wall . . . . . . . . . . . . . . . . . . . RFd Corner Column Connection . . . . . . . . . . . . . . . . . . . . . . . RF9 Beam/Joist/Column Connection . . . . . . . . . . . . . . . . . . . . . RF10 Wall Bracing at Roof Beam . . . . . . . . . . . . . . . . . . . . . . . . RF 11 Wall Bracing at Roof Joist . . . . . . . . . . . . . . . . . . . . . . . RF17. Joist/Beam Connection at Sirear Wall . . . . . . . . . . . . . . . . . . . RF13 Beam Connection at Shear Wall . . . . . . . . . . . . . . . . . . . . . . RF14 (2) Beam Connections at Shear Wall . . . . . . . . . . . . . . . . . . RF 15 Channel Ties at Beam . . . . . . . . . . . . . . . . . . . . . . . . . . RF16 Drag Strut between Joists . . . . . . . . • . . . . . . . . . . . . . . . RF17 Beam/Beam Connection . . . . . . . . . . . . . . . . . . . . . . . . . . RF18 Channel Angle Connection at Beam . . . . . . . . . . . . . . . . . . . . RF19 Roof Drag Strut at Shear Wall . . . . . . . . . . . . . . . . . . . . . . RF21 Beam Connection at Shear Mall . . . . . . . . . . . RF2.1 Beam/Shear Wall Connection . . . . . . . . . . • . . . . . . . . . . . . RF22 Root Draq Strut Connection . . . . . . . . . . . . . . . . . . . . . . . RF23 Parapet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RF 24 Roof Drain and Scupper . . . . . . . . . . . . . . . . . . . . . RF 25 Girder to Girder Connection . . . . . . . . . . . . . . . . . . . . . . . RF26 Parapet at Storefront . . . . . . . . . . . . . . . . . . . . . . . . RF27 Tube Steel Column at Parapet Storefront . . . . . . . . . . . . . . . . . kF28 V1 . MISCELiANEOUS ARCHITECTURAL Wall Mullion Connection . . . . . . . . . . . . . . . . . . . . . . . . . . MAI Door Jamb/Wall Connection . . . . . . . . . . . . . . . . . . . . . . . . . MA2 Stud Wall to Shear Wall . . . . . . . . . . . . . . . . . . . . . . . . MA3 j Sypical Corridor Wall (1 hour rated) . . . . . . . . . . . . . . . . . . . MA4 Typical Toilet Room Wall . . . . . . . . . . . . . . . . . . . . . . . . . MA5 Roof tc Ladder . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MA6 t i i 01010 SUMMARY OF WORK Tne work under this contract/project is to include all the labor, materials, transportation, equipment , supervision, and services necessary for and reasonably incidental to the completion of all cun�truction work in connection with the drawings and specifications This permit is for building shell and related site work . Occupancy: B-2 I Building Type: IIN 01050 COORDINATION The Contractor shall verify and confirm all dimensions and condi I ions shown or implied on the drawings and specifications as well as the physical conditions of the site. Notify the A/E of discrepancies prior to start of work . Contractor shall coordinate the work of all subcontractors to prevent duplication of effort and to insure proper sequence of operations. 01070 CUTTING AND PATCHING Patch and repair all existing work damaged by new work to existing condition or new condition, whichever is appropriate. Replace all existing slabs and paving removed for new construction. Remove, revise and reconnect all gutters, downspouts, raindrains, and area drains as shown and required. 01080 APPLICABLE CODES I Applicable codes on materials and workmanship shall conform to the Uniform Building Code applicable State and Federal Safety Orders. All references to codes, specifications and standards shall mean and are intended to be the latest edition, amendment and/or revision of such reference standard in effect. 01400 TESTING LABORATORY SERVICES Owner will employ and pay for services of independent testing laboratory, working under direction of A/E, to perform concrete test. Contractor shall cooperate and furnish tools, materials and assistance. -1- i 01500 TEMPORARY FACILITIES Provide and maintain temporary facilities and controls required for proper ;performance of the work: a. Temporary utilities such as water, electricity and telephone b. Field offices and sheds C. Sanitary facilities d. Enclosures such as tarpaulins, barricades, and canopies. e. Environmental controls, such as dust, dewatering, weather and f re protection. Any work damaged by failure to provide protection above as required shall be removed and replaced with new work at the contractor's expense. Maintenance and Removal : Maintain all temporary facilities and control: as long as needed for hand afe and cont of praperaPodpyeasorOf the progress of kthe Rworkewall ? temporary facilit ,.s permit, or a5 directed by the A/E. 01600 MATERIAL AND EQUIPMENT It i _, the contractor' s responsibility to be certain that all equipment, products, and materials selected by him, or for him by his subcontractors or materials suppliers, contorm to requirements of the Drawings and Specifications . Approval of manufacturer does not relieve contractor of responsibility for providing materials and equipment which comply with Contract Documents. Qualifications of Manufacturer: Products rsed in the work of engaged sSection shall be produc. by manufacturers regularly in manufacturer of similar items, with a history of successful production acceptable to A/E. are Qualifications of Installexperiencedsadequate heumbetres�aryskilled cr ftsworkmen whowho are thoroughly trained and completely familiar with the specif 'ed requirements and the methods needed for proper performance of the work . Delivery, Storage and Handling: Deliver the work to the job site in such quantities and at such times to assure the continuity ysiocfalt the installatandion. Store !nits at the ,job site in a manner to prevent mangier to keep all markings visible. Protection: Use all means necessary to protect the materials before, during and after installation and to protect the work and materials of all other trades. Manufactured articles, materials, and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned as directed by the respective manufacturers, unless otherwise specified. 1 -2- i 01700 PROJECT CLOSEOUT Project Cleanup: Upon completion of the work, remove temporary buildings and structures, fences, scaffolding, surplus materials and rubbish of every kind from the site of the work . Before acceptance, leave the building, interior finishes, glass, floors and ceilings broom clean. i Certificate of Occupancy: Subsequent to final inspection f, ",- agency having jurisdiction, accomplish necessary corrections and obtain, arrange, and pay for Certificate of Occupancy. Operition and Maintenance Manuals: Furnish three (3) complete sets of manuals containing the manufacturer' s ' instroctions for maintenance and operation of each item of equipment and apparatus `urnished under the Contract and any add itionaI data spec ificaIIy required under the various sections of the Specifications. Arrange the manuals in proper order, indexed and suitably bound. Certify by endorsement thereon that each of the manuals is complete and accurate. Assemble these manuals for all Divisions of the Work , review them for completeness, and submit them to the A/E . Provide suitable transfer- cases and deliver th;. manuals therein, indexed and marked for each Division of the Work . Project Record Documents: As job progresses, Contractor, Mechanical , and Electrical Subcontractors for their work shall keep at project site an accurately marked job set of Contrcct Documents showing all changes and deviations from original drawings . ThESe shall be available to A/E. Accurate measurements of all underground services acid utilities references to the building shall also be kept. These records of buried utilities should note changes of directions and location by dimensions and elevations, as the utilities are actually installed. (Note: Above requirements shall not be construed as authorization to make changes in work or layout without definite instructions in each case. ) 02010 SUBSURFACE EXPLORATION i A soils investigation report will be prepared to confirm assumptions made regarding the existing soils conditions. This report shall be made available to the A/E prior to excavation of the building footings/slab. Assumed soil bearing pressure: 1500 p.s.f. Adjustment of Work : Readjust all work performed that does not meet technical or design requirements , but make no deviations from the Contract Documents without specific written approval from the A/E. I -3- a I02102 CLEARING AND GRUBBING SURFACE PREPARATION: Demolition: Remove all existing paving, concrete and organic material in areas shown to rece4 .e walkways, driveways, paving and buildings to a depth of 10". Grubbing: Grub out all stumps and roots larger than 1-1/2" in diameter. Remove all scrap metal and all foreign materials. 1 02220 EXCAVATING: IExcavate for footing, foundations, slabs, pavings, and other improvements to sizes and levels shown or required. Allow for• form clearance and for proper compaction of required backfilling material . All footings to bear on firm, natural , undisturbed soil free of organic material or on engineered f i ll . All soft, wet or soil of unusual condition shall be excavated to firm, natural , iindisturbed soil , and backfilled with specified fill materials. Contractor Inadvertent Overexcavation: Backfill and compact all overexcavated areas as specified for fill below, and at no additional cost to the Owner. 1 Excess fill materials: All excavated materials not required for backfilling or other portions of the work, shall be removed from the site. ' 02225 FILL AND COMPACTION: Filling: After subgrade compaction has been approved by the A/E, spread l approved fill material in layers not exceeding eight inches in uncompacted thickness. l Compaction: Areas beneath floor slabs, walls, paving and foundations shall be compacted to a dry density of 95 percent of the maximum dry density. The water content at the time of compaction should be within (plus or minus) three Ipercent (3%) of optimum. Backfill materials: Selected natural fill material from on-site excavation or off-site borrow, shall consist of the following or a blend thereof : (well- graded granular pit run, or bank-run sand, and/or gravel ; small cobbles up to 11" in maximum size with not more than ten percent (10X) of fines passing through a No. 200 sieve, or approved on-site excavation materials. ' Under slab granular fill shall be a 6" layer of compacted 3/4" minus crushed rock containing less than 5 percent fines passing the No. 200 sieve free of organic material . f -4- I Backfill lifts : Place layers in maximum 8" thick lifts. Compaction standards : All compaction based on AASHTO Standards T-180. 02210 GRADING: Rough Grading: Bring all finish grades to approximately levels indicated on Drawings . Where grades are riot otherwise indicated, finish grades are to be I same as adjacent sidewalks, curbs, or the obvious grade of adjacent structure. t Grade to uniform levels or slopes between points where grades are given. Round off surfaces, avoid abrupt changes in levels. Rough grade to allow for depth 1 of concrete slabs, walks, and their gravel bases. Grade for paved drives and paved perking areas as indicated and specified herein and provide for surface drainage as shown, allowing for thickness of surfacing material . Finish Gradinc: At completion of job and after backfilling by other crafts rias been completed, refill and compact areas which have settled or eroded to bring to final grades. Grading Tolerances: Rough grade: building and paving 1 areas - plus or minus 0.1 foot; Finish Grade : granular cushioh under concrete t slabs and paving, plus or minus .01 foot. 1 02612 Asphaltic Concrete Pavinq Comply with "Asphalt Paving Institute of Oregon" recommended design and Jconstruction procedures, latest edition. Work in public right-of-way: Comply with APWA Oregon Chapter requirements. Patch and repair of streets : Comply with local governing municipality or county, or State agency standard specification for streets and roads. 026113 PAVEMENT MARKING Cleaning: Sweep and clean surface to eliinir to loose material and dust. Striping: App',y 4" wide parking and directional lines where shown . Use Rodda t Paint Co. No. 671, White. I Apply paint with mechanical equipment to produce uniform straight edges. Apply i in one coat at manufacturer's recommended rates. 1 S I -5- 1 r 02620 CURBS Provide machine extruded curbs of types, shape and dimensions indicated. Concrete to be special no slump design for use in• extruding machine. Provide cold joints every 20'-0". Bond curb to asphalt ;aith "epoxy resin" continuously along length of curb. Immediately upon completion of curb, spray with liquid membrane curing compound. Final curb should be uniform, dense, free of sags, lumps, honeycombing, or other irregularities. At contractor' s option, pre-extruded sections may be used at 90° corners or short lengths of run. Curbs in Public Right-of-Way: Comply with Public Works Department having jurisdiction for all construction in public right-of-way. 03100 CONCRETE FORMWORK Design of formwork is the Contractor's responsibility. Standards : Comoly with all pertinent provisions of ACI 318. Formwork in accordance with ACI 347. Design, erect, support, brace, and maintain formwork so that it will safely support vertical and lateral loads that might be applied, until such loads can be supported by the concrete structure. Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation and position. Provide shore and struts with positive means of adjustment capable of taking up formwork settlement during concrete placing operations, using wedges or jacks or a combination thereof. Support form facing materials by structural members spaced sufficiently close to prevent objectionable deflection. Fit forms placed in successive units fer continuous surfaces to accurate alignment, free from irregularities, and within allowable tolerances. Provide formwork sufficiently tight to prevent leakage during concrete placement. Solidly butt joints as required to prevent leakage and fins. -6- WX w Installation of Embedded Items: Set and built into the work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast-in-place concrete. Use setting drawings, diagrams, instructions and directions provided Ly suppliers of the items to be attached thereto. Edge forms and screeds trips for slats: Set edge forms or bulkheads and intermediate screeds ;trips for slabs to obtain required elevations and contours in the finished slab surface. Provide and secure units to support types of screeds required. Cleaning and Tightening : Thoroughly clean forms and adjacent surfaces to receive concrete. Reprove chips, wood, sawdust, dirt and other debris just before concrete is placed. Retighten forms immediately after concrete placement as required to eliminate mortar leaks. Removal of Forms : Forms to remain in place until concrete can safely support its own weight and load thereon. Contractor is responsible for form removal and any resulting damage. Repair or replace damaged work as directed at no additional cost to Owner. 0.3200 CONCRETE REINFORCEMENT The term "reinforcement" includes all reinforcement needed for concrete indicated on the drawings or required for a complete operable facility. Reinforce all concrete unless specifically noted otherwise on the drawings. If no reinforcement is shown, contact A/E for requirements. Comply with CRSI "Manual of Standard Practice ACI 318". Reinforcing Bars : All bars for reinforcement shall be deformed, intermediate grade steel conforming with "Specifications for Billet-Steel Concrete Reinforcing Bars", ASTM A-615 and Supplement. #1, Grade 60 unless specifically noted as Grade 40. Steel Wire: Comply with ASTM A-82. Chairs: All chairs and bolsters to be plastic or plastic tipped. Welded Wire Fabric : Comply with ASTM A-185 WWM 6x6 x W1.4 x W1 .4 where noted. General : Fabricate reinforcing bars to conform to required shapes and t dimensions, with fabrication tolerances complying with CRSI Manua; . In case Iof fabricating errors, do not rebend or straighten reinforcement in a manner that will injure or weaken the material . Submit shop drawings for A/E review. { -7- Y 0.3300 CAST-IN-PLACE CONCRETE Codes and Standards: ACI 301 "Specifications for Structural Concrete for Buildings" ACI 305 "Recommended Practice for Hot Weather Concreting" ACI 306 "Recommended Practice for Cold Weather Concreting" ASTM C94 "Standard Specification for Ready Mixed Concrete" Mix. Design: Prepare design mixes for each type of concrete. Proportion mixes by either laboratory trial batch or field experience methods, using materials to be employed on the work for each class of concrete required. Furnish certified reports of each proposed mix for each type of the work of this Section. 3,000 psi concrete minimum 51 sack mix. Concrete Strengths: 1 Footings and Foundations: f'c = 3000 psi at 28 days, slump 411, slump tolerance plus 111 , minus 11' Floor slabs: f' c = 2500 psi at 28 days, 4" slump, :lump tolerance plus 011, i minus 1" Walls: f'c = 3000 psi at 28 days, 3" slump, slump tolerance plus 0", minus 1" Cement: Standard brand of Portland Cement per ASTM C-150, Types I or II at contractor' s option. Use only one manufacturer' s standard brand, type and grind throughout all work of a particular• type. Water: Clean, potable, fresh, and free from injurious amounts of oils, acids, alkalis, organic materials or other harmful substances. Admixtures: (agents shad both be from the same manufacturer-) . Air entraining agent: Per ASTM C-260. Water-reducing agent: Per ASTM C-494, Type A, containing no calcium chloride or other accelerating or retarding � ants. Fly ash prohibited. Aggregate: Comply with ASTM C-33. Floor Slab Hardener/Dustproofer: At contractor' s option. Ensure compatibility with final finishes. 04210 BRICK MASONRY All work to comply with pertinent Sections of BIA Standard Specification for Portland Cement - Lime Mortar for Brick Masonry BIA designation MI-12. BUILDING BRICK - Brick : In accordance with ASTM C-62 Grade SW. Brick to have dimensions of 3-1/2 x 3-1/2 x 11 -1/2. Color and texture to be approved by Owner. -8- MORTAR - Materials: Portland Cement ASTM C-150 Type I or II ; Hydrated lime ASTM C-270; Aggregate ASTM C-144. Type S as proportionec; in Uniform Building Code Table 24-A. GROAT - Portland Cement ASTM C•-150 Type I or I1 ; Hydrated lime ASTM C-210; 2500 psi compression strength in 28 days; Aggregate ASTM C-404 Fine; Mix in accordance with BIA M-1 72. General : Layout walls in advance for accurate spacing of surface bond patterns with uniform joint widths and to properly locate openings, movement-type joints, returns and offsets. Avoid the use of less-than-half-size units at corners, jambs, and wherever possible at other locations. Control and Expansion Joints: Provide vertical expansion, control and isolation joints in masonry where shown. Rake out mortar in preparation for application of caulking an sealants. Control Joint Spacing: If location of control joints are not shown, place vertical joists spaced not to exceed 50' -0" on center for clay masonry. Locate control joints at points of natural weakness in the masonry work, and as approved. Veneer attachment - Provide 7/8" x 7" x 20 gauge corrigated galvanized wall ties. Locate ties at 1"-4" o.c. horizontally and P-4" o.c. vertically. 05200 OPEN WEB STEEL JOISTS Open web joists to conform to the latest S.J. I . specifications. Joists designed, fabricated and erected in accordance with Steel Joist Institute Standard Specifications, latest edition. Approved manufacturers of steel joists: "Vulcraft" division of Nucor Corporation, Armco Steel Corporation, or approved equal . Submit shop drawings to A/E for review. 05300 METAL DECKING All work in accordance with pertinent ,ections of "Steel Deck Institute Design Manual for Floor Decks and Roof Decks" by the Steel Deck Institute (SDI) , latest edition. Provide deck configurations complying with SDI "Basic Design Specification" of the gauge, dept'i and width shown on the Structural Drawings. Steel for galvanized metal deck units: Comply with ASTM A-446, Grade A. Miscellaneous steel shapes: Comply with ASTM A-36. Sheet metal accessories: Comply with ASPM A-526, commercial quality, galvanized. Galvanizing: Comply with ASTM A-525, G-90. Floor: 2W36 (Type "C") floor deck. Roof: Type CP-32 roof deck. 05400 LIGHT GAUGE METAL FRAMING Design of framing members shall comply with AISI Cold Formed Steel Design Manual . -9- Provide 31 25 gauge punched C studs with stiffened flange unless noted otherwise. S*cel framing members: Comply with ASTM C-645 "Nonlo?l (Axiai)" Bearing Steel Studs, Runners (Track) and Rigid Furring Channels fir Screw Application of Gypsum Board". Installation of framing: Comply with ASTM C-754 "Installation of Franing Members to Receive Screw Attached Gypsum Wallboard, Backing Board or Water Resistant Backing Board". Materials: Comply with ASTM A 446-72, Grade C (minimum yield strength 33 ksi) galvanized in accordance with ASTM A525 light commercial quality. Welders of light gage metal studs ark, to be certified in light and medium grade weld,ng by Washington State. 05500 METAL FABRICATIONS General : All structural steel sh,.11 be detailed, fabricated and erected in accordance with AISC manual , latest edition. Structural and Miscellaneous Metal : All steel plates, flat bars, and str,actural sections shall be ASTM A-36 unless noted. All pipe columns ASTM A-53, Type E, Grade B. All bolts A325N. Tube sections AST,i A-501, 46 ksi . All steel to have one shop coat or to be galvanized if noted. All steel embedded in gravel , rock, and/or earth to be coated with asphalt. All welds with E70XX electrodes per AWS Standards by certified welders. 1/4" fillet tip welds unless noted otherwise. Submit shop drawings for A/E re,,iew. Camber: As noted on drawings. 4 06410 CABINET WORK I Provide cabinet wr,rk of standard manufacturers in locations as indicated with all trims required to affect a neat and complete installation. Provide separate tops for all base cabinets of 1/16 lastic laminate in solid colors over particle board substrate. Cabinet type and color to be approved by Owner. -lU- I Submit shop drawings for A/E review. I 07150 INSULATING CONCRETE ROOF DECK Provide "Zonolitell as manufactured by W.R. Grace to comply with 10 p.s.f . application; comply with manufacturer's specification, including i-nanufacturer' c, fasteners. 07500 MEMBRANE ROOFING Comply with pertinent sections of the National Roofing Contractors Association (NRCA) "Roofing and Waterproofing Manual". Installation including details for roof edge conditions, flashings, roof penetrations, etc. in accordance with Primary Roofing Manufacturer's requirements. Submit manufacturer's details and installation spe,ifications prior to start of work. Roof Membrane: Owens-Corning Fiberglass specification 30NC UL rated Class B system or approved substitution. Submit certification of UL system. Guarantee: As a condition of acceptance, deliver to Owner a written guarantee signed by the Contractor and the installing subcontractor agreeing to maintain the roofing and ,`lashings in ; waterproof condition for at least two years ` following installation, and without additional cost to the Owner. During the TIaintenance period the General Contractor and the roofing installer agree that within 24 hours of notice from the owner they will inspect and make immediate emergency repairs to defects or to ieiks in the built-up roof system and related meal work . They further agree that within a reasonable time they will restore :he affected items to the standard of the original specifications. All eoe-gency and permanent work during the life of the agreement to maintain built-up roof system will be done without cost to the owner, except in the event it is determined that such leaks were caused by abuse, lightning, hail storm, other unusual climatic phenomena of the elements, or failure of related work (except related roof metal work included under the agreement) installed by other parties. Agreement to maintain roofing system shall be in written form acceptable to owner. 07600 FLASHING AND SHEET METAL j All work shall comply with applicable portions of the Architectural Sheet Manual of the "Sheet Metal and Air conditioning Contractors Association, Inc." (SMACNA) latest edition. Provide all necessary mechanical fasteners and accessories for complete installation. -11- Flashing: 24 gauge prefinished galvanized sheet metal in accordance with ASTM A-52& for all items unless indicated otherwise. 07900 SEALANTS AND CAULKING Seal of caulk joints '-eLween dissimilar materials for watertight seal . Provide watertight caulked joints at all building exterior locations where possible water penetration through joint may occur. Polysulfide Sealant: Sonolastic two part as manufactured by Sonneborn Contech, Thorospan S as manufactured by W.R. Grad and Co. , or approved substitution. Material of two-part type shall be in gun grade consistency and in standard colors as selected from the manufacturt,-' s palette. Foam Type Premolded Filler Gasket in cord, strip or other section as shown: Similar to Dow Chemical Ethafoam, in natural color closed cell polyethylene foam; provide in sizes as required for secure gasket position in indicated joints. 08400 ENTRANCES AND STOREFRONT Work shall meet or exceed applicable standards of the Architectural Aluminum Manufacturers Association (AAMA) . All entrances and storefront: for this work, unless specifically approved by the A/E, will be the product of one manuf acturer. Manufacturer' s Inspection: Prior to start of fabrication of entrances and storefronts, s,eure a visit by the manufacturer to field inspect and coordinate installation. m'anufacturer' s repre,-entative to ascertain suitability of building structure for installation of entrances and storefronts. Manu; acturer's representative to coordinate minor changes or alterations in the building structure to accommodate entrances and storefront installations. Within the requirements established it is the responsibility of the vendor/fabricator to provide a weathertight, leakfree glass and glazing system, including all structural support, window extrusions, components, sealants, flashinq and trim, and other necessary items for complete installation. System to be capable of using ore-inch (1") insulated clazing assembly in sloped and vertical positions. 1 Provide concealed connections to the maximum extent practical . Final assembly to be completely watertight. iProvide complete shop and erection drawings for A/E review. l -12- Og GLASS AND GLAZING All glass to conform to Uniform Building Code, Chapter 54, latest edition. Glazing in accordance with FGMA, AAMA and SIGMA recommendations. Tempered Glass: Provide tempered glazing in doors, entrances or other traffic areas in accordance with locations defined in U.S. Consumer Product Satety Commission Standard 16 CFR 1201 CI and CII . Provide label on each piece showing compliance with ANSI Z-971 .1. Manufacturer o` Insulating Glass: A firm recognized and experience in the production of hermetically sealed glazing units, which warrants its products against failure of the seal and other material and workmai.ship failures. Plate or float glass in accordance :.h Federal Specification DD-G-451, Type I, Class I, Quality Q 3. Tempered glass DD-G-1403, Kind FT, Condition A, type I, Class i , quarter inch thick. Preparation and glazing shall conform to applicable recommendations in the FGMA Glazing Manl!al and Glazing, Sealing Systems Manual . Thoroughly clean all glass surfaces. Remove labels, paint spots, putty and other defacements . Replace broken or defective glass prior to turning the project over to tenant. 09250 GYPSUM 90ARD Gypsum Wallboard- Comply with ASTM C-36. Provide gypsum wallboard in maximum length to minimize butt joints. 5/8" thick in all locations with tapered edges. Provide 5/3" Type X a'. rated walls. Provide 5/8" water resi,tant gypsum board in toilet room wall, <^d :-iling at 3 shower. P Install gypsum board in accordance with ASTM -840. Provide metal corner bead at interior, and exterior corners and metal edge bead wherever gypsum board abuts dissimilar materials. Provide light orange peke texture on all gvpsum board surfaces. -13- 09540 CEILING SUSPENSION SYSTEMS Ceiling: Provide 2 x 2 T-bar type ceiling with all components and mechanical fasteners for complete installation. Suspension system shall comply with ASTM C-635, "Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceiling" . Suspended grid as follows: Cold rolled steel main tees 1}" deep with 15/16" exposed flange. Cross tees 1}" with extended web or positive interlock. Wall moldings 1#" deep angle, 1" exposed face. Fasten with screws at 32" on center. Cross runner span 48" on center. Finish: Low sheen, white satin baked enamel . Mineral Fiber Lay-In Panels: Fissured texture to be approved by Owner. Finish: Washable white factory painted. Size 2' x 2' , thickness 5/8" , NRC range .5 to .6, light reflectance LR-1, f ame spread 0 to 25, class 1 per TMA tunnel test. Tegular similar to Armstrong 7oA. Install ceiling suspensin;, in accordance with ASTM C-636 "Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels" . Provide seismic restraint in accordance with Uniform Building Code Standard #47-18. 09900 PAINT All work shall be in accordance with pertinent recommendations of the painting sFecification manual for the Pacific Northwest as published by the Painting and Decorating Contractors of America. Manufacturers acceptable for paint: Sherwin-Williams, Miller, Rodda. Apply all paints in strict accordance with manufacturer' s can label regarding coverage, thinning and drying times. Where surfaces require more than one coat of paint, provide all coats by single mai -.racturer. Provide the following paint systems on the following surfaces: 1. Gypsum wallboard, one coat gypsum board sealer/primer, two coats interior latex paint. 2. Epoxy coatings on walls in the toilet rooms. One coat gypsum board sealer/primer, one coat two component acrylic epoxy coating system. i 15010 MECHANICAL By separate permit. - 14- 15500 FIRE PROTECTION Provide 100% fire sprinklering per NFPA pamphlet #13 ( latest edition) . By separate permit from Fire Marshal having jurisdiction. 100% sprinklering to be mai-tained. Governing Agency: All work in accordance with, an to be accepted by, the Insurances Services Office of Oregon and Fire Marshal State of Oregon, hereafter referred to as the governing agency, and designed to cornpl,/ with the latest issue of NFFA Pamphlet 13. 15400 PLUMBING All plumbing shall be done under permit obtained separately from this permit. All storm and sanitary sewer connections and work shall conform to all applicable codes with appropriate inspections. All potable water shall be adequately protected from sources of contamination. Utility Connections : Plumbing subcontractor is responsible for all plumbing utility connections complete; contact local serving utilities to determine conditions involved and make or arrange to have connections made at the proper time. Water Service: Verify existinq water line size and location. Check pressure before starting work . water Waste: Connect to or arrange for connection to available sewer. Verify depth, size and location before starting work. Raindrain: Discharge to available drainage as indicated on drawings. Verify depth, size and location before starting work. 16010 ELECTRICAL Work Included: The work to be performed includes furnishing and design, all labor, materials, equipment and services necessary to construct and install the complete electrical system as indicated. Codes : Make installation of all items in complete accord,ince with all codes or regulations set forth by State and local authorit es. In case drawings or specifications conflict with code requirements, the code gove -ns . However, the specifications are to be considered as minimum. Obtain ,.nd pay for all permits, licenses and taxes applicable to this work a; required by law. -15- 16740 TELEPHONE Coordinate installation of telephone service with local utility. Provide all required conduit and service board for complete installation. Wiring by utility. "a i I -i6- I� 1 ' P'1�✓I N� N i ' I • U-j Vs 0 qb P. C U. fWCN1IDE (1 ) FO2 Ems"Eiz-( �'_ o, O a a D REVISIONS MACKENZIE]SAITO&ASSOCIATES. P C .OREGON - 089C SN E�vCAOcr c,gcr oC '_I'.� OAE:,O'• 9120' IK2 ?:A W,c Sr+t v OF _ CONCRETE SLAB CONSTRUCTION JOINT G y 7Jlo-e4r14IP 1 - 1 w � �\ CL4 �;�_ CONTROL JOINT Q G NO SCALE !{OTES AND INSTRUCTIONS : ❑ REVISIONS _ pAG-1 I _ TI(;,A F20, om DATE 5- .-1 Q 10P Nn MACKENIIE/SAITO&ASSOCIATES, P.C.OREGON ME 1690 SW BANCROFT STREET PORTLAND OREGON 97201 (503)224.9670 1 1115t94 11 3/8" RADIUS . � Q bIM e 0 w O a a. TURN DOWN SLAB AT STOREFRONT a. ❑ PEViSIONS BY� pPG DATE JOO NO MACKENIIE/SAITO 8 ASSOCIATES, P C.,OREGON SHT OF 7690 SW BANCROFT STREET PORTLAND OREGON 97201 (503)224.9670 AL___ �I 4 --� b�►a► —OUT or c0cx4r...9wlrr N If TGYi'L.r-0 CAb'C � � � Yo 7�►V• V�ioy.l- w/��Z� -�- Ci� 'LJ �M - � . ►-mac = • \ m FoD 3, oww (Z) > - — loo s I'-d o,G, e0,. vv^y Q r�1aNLIr-P.�TJ1e.G,- r4- Ll REVISIOh33 � j - T712N'I'T" T / �_ By__L•'• ' DATE Z453�IS Joys no _--- _ MACKENZIEiSAITO&ASSOCIATES,P.C.,OREGON [ETA lege 5* RA k$K>" LTREET PORTLAND CAEGON 97201 (503) 224 9670 4 112i1+. it' s I%o ♦ � �� t—LCA-� 34-"��►.� 1y4l / PIG— STWJQr.►CwTH NON ca1-41111tlNW GwOOLAT Ile -� ' GR.A►N u t.A ��.�.. „ op (4) :O5 9T D. 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U 0 > EwaC/:�� /rte a + VAKI ( � e (�) Tom"[ Foo-7- iNr, povVlve JOINTS IN DItIGFG � *�O'•O' QG, 0 REVISIONS By DATF (� (� MACKENZIFJ AITO 6 ASSOCIATES,PCL, OREGON II OLn SW a&JCRor STRFFT orwn snr r=rrv, -.__ SHT rx t + - I - . • 2 r'A - - f I I FF01 Ilo1_� • • p s _ s N I NIS.+ ►�GTN NUN �RINK ~ri�• M GROUT �4"'c U QvTP, HdoK vCG.,rI O N � e a Q LT if—oil i REVISIONS r_- --- - �I.I aATE_-e e'er MACKENZIE/SAITO d ASSOCIATES, P C , OREGON roe NO SNT __.---._.-__OF -- 1 )sw� S+v entqC� STREET PORTLAND ORF�N 97201 0031 22 .9610 U I4,\ � x� j I 61foUT u*v0-ug0 __- �---- - 1lop �tt1 Oil w �• O I — -- Q o_ a l�l�-U M N L T} N e GoKN r, P,6TY,rm) Q 0.0G -Ila I REVIYONS By DAT k'JV--- _-. - raga. 11 to IPA S MACKENZIE,SAITO&ASSOCIATES,P.C..OREGON sNt. of OW S w BANCROI-T STREET PORTLAND, OREGON 97201 15001 224-0670 Tyr, II 4:�p 6p FK a b' 1 - a ,�• bcrrrON 5 d I'-o CtG QN/, ti PLAN *� L.OvwCK (A��-- ---— TO to*(o O.C. el � urpClc. MhT 1*46 10 o'c" Ron,W/ TY wi 12�ATD. FIS '4146 s11ILI r -{r - • • GTI ON a Ir L REVISIONS rA�,' TR-ue::�T — - p6. t ByPG _ OMTE._ 2 J09 NO 7 A (� MACKENZIEISAITO&ASSOCIATES,P.C.,OREGON - U I *90 ;w BANCgpR STREET PORTLAND OREGON 97201 15001 224.9570 SMT ----Of ►4 G 0 "Gr'c�-� �3 T►E� O ;�o II o•� �i��."CJ HEAP 1 t I "1P f�uT 82.33 � ; ' ��FI L• � � - Rtsl l-1 F. I , Q +� T�a Io.G. T1915 G TOP¢ OvTror I I P IG�•G O Q l- Lk- I.iiGr I REVISIONS By GATE _ _t3-7 - -- - - -- ------- Ze sem►3 _ Jai HO MACKENZIr_/SAITO&ASSOCIATES, P C.,OREGON SHT _Of 16% SrV BANCR� � Fi STREET RtLANO OREGON 97201 X5031 224•9670 n l u -j �I E4 Y .e LU O a a Q 745) --- ❑ REVISIONS cJ off,,C.-Ii g w ezpT "ob. BY kJ SM> JOB No MACKENZIE/SAITO&ASSOCIATES, P C ,OREGON -wAo ;w 9ANCROFT STREET aORT_ANC OREGUN 41201 15031 224 9510 r 1 1 t (its) � 2 vER?, M A,.,LT N , _41- 410 _ I \" i r ; / 9D �• y d N Ar40 N., 's?�� w o_ o_ a CJ REVISIONS Pte,G"('C2 Li STBY SPS 1 - MACKEN21E/SAITO&ASSOCIATES, P C.,OREGON 'roe NO 01690 S W BANCROFT STREET "'LAND OREGON 9201 (5031 224-9570 SMT ---OF CX_��.WoR I I� ►o � I A C ISO I T u TBYw DATE JOB NO MACKENZIE ENGINEERING INCORPORATED (1690 5 W BANCROF T STREFT VORTLAND OREGON 97201 (503,224-9SW SILT _-. OF____ I � ME m"MRAU�WWAIIIIIIIIJILMUL�� i83. 3�I I # mol T-1-T l ) 5 fT 4 • � I 1 I/2 c�-l�• _ 1 `Lo.G. I —Ar I I ( I a _ De- By U REVISIONS - -___ -_- - - -- PATE� I NO �ba _ MACKENZIE/SAITO&ASSOCIATES. P C , OREGON SHT __of ___-- VM SW BANCROFT S-REST PORTLANO OREGON 97201 (5031224-M70 � G . �-- Ft G/g � s% � T � - / i n SES 12/G Fri coL-� REIF. • • 0 w O Q s i ❑ REVISIONS - PG �( (� U � -__---- ------- __ _=-lam are_ --- ---- .1Oe 140 - MACKENZIEJSAITO&ASSOCIATES,P C..OREGON SNT OF A%SW BANCROFT STREET PORTLAND OREGON 97201 (503)224-9670 t I , -F Y. r \ I ro He fLT.*-R+c., 1,12" TyP- t� I s - k� - 0I0i 0 I I 7 _ LtrN 10 (D a� =r lt) v4100 LIT S ,�3z5rJ i ry,,r I 0% x 401 WAS)rzv8"•.d� r S� W.9. 0 w O L Q G oPP. r��►-tip - I' , C-O" f REVISIONS T I (f::p ^ F2- P I O JM 140 7 MACKENZIE/SAITO& ASSOCIATES.P C ,OREGON SHT __ OF 7690 SW BANCROFT STREET PORTLAND OREGON 97201 15031 224-9670 oil X1811 �p t�• STUDS COO r LA ?Oli b�\ ° I v AIL < r W L _� O cl CL Q e-r�or� ____ 1'� �'12 �G.�T � �f•p ro �.o L . �o� �J REVISIONS �u �T 9r _DATE MACKENZIE/SAITO d ASSOCIATES, P C , OREGON roe Ho 690 SW BANCROFT STREET PORTLANO OREGON 97201 (500)224.91570 SHT GRAKARALAM M. I(v S 44z)O TRK C2 L I to GA. x ri 1b. w PES L , T•4. 4 x 3 STLI tD LEJ0G7 ' — e 20 •t jos 4007j o.c,. Ido o I x4 x5 I I t Ilia n n • ' ZLg s ,4. F LEy ciruo W^LL ti-- Z %(2II MIS ,Ec.T Iy�..1 a TUBE `;TEEI, c-,Pupro�-T e ExTE loi2 uj a C a a a 1 O REVISIONS By -- DATE JOe NO - MACK.ENZIE/SAITO 6 ASSOCIATES.P C.,OREGON tiHT - OCcO SW BANCRor STREET PORTLAND O SrON 97?01 (503)22/9570 — W �taxuo�'�i►� + � + - + � + �j4i WIl�x�l I%� 3�6�i x�)� CADf E r-►.A IJGE . c-2) $/44 O a3mJ E,OL-r%5 '� 14 -;�Yt! x 3/f A DT'1., pop fn tet+ + k1 12X14 0� A W 0 2 Jol� �r' 13Pe,4,m GoNN n L_J REVISED DRAWN Tlcop& 'cp opt. DATE MACKENZIE/SAITO A ASSOCIATES, P.C. r I0690 SW BANCROFT ST PORTIANO OREGON 1503) 224.9570 COs NO. v s a s a: r'L-AN NmIF II 1- I'ol'� AQaM��Zi:. ,I II � .Ajn,r,,N 5 L.:'S JDIge7T - GDL-cr Ur1N ANN IL a L� n REVISED l -LJCVT DRAWN--k� ---- - --, DATE 4 11�ACKENZIEISAITO i ASSOCIATES, P.C. 0690 5W BANCROFT ST PORTLAND OREGON (503) 224.0510 JOB NO. 2 t�' i u21 ,. �,00R W 24 x S5(B gIM, Th Gv L ju_ ?,"WAH . F-L,&6G3E A-Q, KCa 't7, W Ilo�.''�) �R W 21 'So a oR i 3j4 x 5,�12 - @ I►J 24 x (o oit. TV1. \` 11 flETupjj W lk4 Arks W21x� \ ��/� 3 W •U PO �1 PL-AN �'' ;y0��7c � W/ I�� I �,.1�~�_ L4� �✓� Cb N�!'l�iN roLTS At"H �" r + 4. , 4 Wkr4 *I : W'. 5o - - IIrIfiM SPT*HOWN roF r L04t l T,( - �i- C�ONNr-.-GtION a a REVISED DnAV11N MACKENZIE/SAITO A ASSOCIATES, P.C. [SATE�=�'-0`7 0690 SW BANCWYT ST PORTLAND OREGON (5a,) 224-9570 JOB NO. i i sol i1X ( /,firc� x r,u werr !p TU � 1 I Ib ^m PIoT--�Hlpw 1G o - w cr ®rAoll -G�t"�D a a To Inl A LI.- CONN , a 5HEAA WA LL f REVISIONS By 1111E 1 '1;4 ^� MACKENZIE.'SAITO&ASSOCIATES,P.C., OREGON !lMT. OF 1690 SW BA14CROFT STREET PORTLAND. OREGON 97201 (5011224-4670 I Fo K --IV4 G�v1�Nt�GT10N5 T-(Pl y� 1 I 4 A -v �K w �- w x � -- -_ - - a Q U M N COIF N e GT►o N [j REVISIONS By DATE JOB NO ------- -.. MACKENZIE/SAITO&ASSOCIATES. P C ,OREGON gM_ OF 1690 ;ti -9Fi70 9ANCROFT STREET PORTLAND OREGON 97201 (`M)224 S� � -Aam. fly:. FLK. zyZ cIPNT, z" Wl I h.N ems, 1 0 �-A- .-___ -- ��x�'►�;�,�}x W I.�- WIC-�-b �IFM� � �2 I -D Tfr FIN. FWit -- � � a W a �n 0 S SLC I� b % K U CONN. 6 i:�,HrzAK WALL G- I yl. s II_pi Q �? REVISIONS PAC--T RL44-r BU41N6Wf ev -- 6UIl.01NG IIA11 DATE —1 g 51 -- 1 MACKENZIE/SAITO&ASSOCIATES, P C.,OREGON Joe No 2,1p 15 SMT Of u �l&9p Sw P.ANCt i.�rt ;1FlEt T PORTL{Wpr�gEGON 9�20� 1503!22�-9670 To � L5x3x /e x 3i V x h© ' 4' MTL, c,TUri �Au. V'sr � W I to,�zli olc F W lul4oF Wil->< I(o FOI- T`�P.031,E / T pl.1� F LA H Gvr�N l�►'�hi�s + �— �� Hr-L H <rTUPgy .I � al�lb ►°�N Iti''I� + {--- L I �� I W I(o x31 olc -}- - - - W21x�0 — PTH SGT 1 O N H Tcj X11(0 G�K � W� b E�rAll M i REVISIONS DATE _ - xx No r-- MACKENZIEJ3A.ITO&ASSOCIATES,P C ,OREGON 514T -OF -- C690 SW BAN(- -9670 STREET PP',XiT�AND OREGON 97201 (503)224 9670 I I� �AItIE'.5 , f'Iw FG,*tiT e_i LL � • � PArz.�ETc� 3% N�ls�IgTU D — i DRIP I�-OSI # GLO�aUI �l"KII�. HSI KPINC� �. : k-v I 0 -- bALd, Zt> -rip* G r7 3 0/0 I 1(v O,0 VOLT SMD I W Dirt 31 Ae' 40 Tyr" 15".rWL.P1 f 7%.(L$ w HWX NeAP Gc-S.4 o CLCL (_1 REVISIONS ByNO DATE MACKENZIE/SAITO&ASSOCIATES, F C , OREGON SH1 OF b4) ,w yJW,(.Rp« STREET PORTLAND OREGON 97201 15031 224.9670 W �� 1'UI4f Igo I� i� �o NN . Fie,. 4Lpi ,3s1 IO �t�,�TN I NCS I(v -A I I (a JH H pe✓ oN s I ef W= Prip 1, �r _ - �v�C I Pt��NN,To444- : POVT4 mpf-fc o Tv r � le-larm ft L/L. o a — Q a i I_t? - 1_1 REVISIONS rp�i1"hUy�" O'!.PICO p` By_ Orr. iv Tlbh�b , O� CIATF MACKENZIE/SAI'O&ASSOCIATES.P C ,OREGON sHT — - of— *M Sw BANCROFT STREET PORTLAND OREGON 97201 soca) 24 9670 l two IL � M tiiZ� , rL,*T� 4I-i-PA , *B r- &al.Ty TO rL1pHo 1 L-V M H (6m PINS, � � WI �ix31 I 40 M-'L- w aiTlJd �a�L aH H Ll REVISIONS ' wr 1 P6 LjeBy DATE V — Joe 40 1�0;51P'l r7 MACKENZIEJSAITO 6 ASSOCIATES,PC.,OREGON SMT OF��- 9gC c WiCROFT STREET PORTUNO. OREGON 97201 (503)2249610 T�(F. 1-4 F-L-P Iry R I GAN N ; ,� , I II p I K tai ►`` ��r'�KN° III / - Yti" ----- �' MTI. tiTUP WAq L. =� / _ Mho rt /0 A+� t �orl� �`L•aL`�(IL� � I�E6�a. C t'(I'• OUT T L.E."64146�MFt' Gsl Z l F I�l•'f� I rh '/'w W m H --- A"t4 b Ta I Lely& rFig, vK W 14 xti0 61 ak-fTOSA PIT L, f oR GmNM. n. CL a - I� � II�p�K /Gol<UMN coNN �- �RN�I� ❑ REVISIONS By DATE --- _- NO f�P 3 f MACKENZIE/SAITO 3 ASSOCIATES,P.C.,OREGON JOB �'7 SHT _- --OF� - -- 0890 52v BMICROFt STREET PORTLAND OREGON 91201 15001 224-9670 Up v .. Q N � / 0 y v w �► ; � w Y� a_ CL - I SAM � ��► K hlAL_L_ 1 REVISIONS P�GTr- UST fit- + , '-- ev rNTF _ K*NO MACKENZIF'SAITO&ASSOCIATFS P C ,OREGON )F SNT IF,y A "Ary -)PEG(Xv 97,-D+ f'"31224 4670 I 00 c 44 �' I • . is _ _�I•_ _ ly. _ - 602, 4o b 3 I + (o ver 'r-(F_ w o _ �p K mac*� •�' a �G T I O M �--- Ibt�T p�M C#�Ig•►oN I N4 gCL Q PTL' - I �M rto �N�A W�►U.. r C.o N N FF I� � Il�dll 1 C] REVISIONS BY DATE MACKENZIE/SAITO&ASSOCIATES. P C.,OREGON J06 140 9MT -OF--_-- 06% SYS BANC,ROFT STREET PORTLAND OREGON 9720+ (503)224 9610 %4 N %q Y� o 17 9' U4r. rt 3/6"r�OVX I�-pu W v -pi A+a a*-m H o+vT e..,pNf, I N ;n / II � II • -t- ---r 1c I r M — 4- I M -s,r? lo (3) •/•�� N 0,01.-r,5� a�-- -- �-+ W l��til� HOT -s,;� �k*r_ I . ror- C 4u�N ro-TS � (FYL�VA��'IvN a Ido [�7 r,4�,Il TZ) &,'�Hr,,4,K HAL.L GoNN, l 7 REVISIONS 9Y— - Tlfipl��, O� OATt . JOB NO , _--_- MACKENZIE/SAITO 6 ASSOCIATES,P C..OREGON SHT ---OF11 Tt- 7690 Suv BANCROFT STREET PORTLAND OREGON 97201 (5M)2219570 I �;I �7 -A )0*/e WlfiIL I . -- ;low, — +ii)vK.asll 2 I +�I�'Ir•T sx►F P 19 TV ti�G }'tiGEM4 T wIZ)• ►t a3Z5N w� 1 o tp t SfTM. D �I v . a a a C7 REVISIONS By - - DATE r JOS NO AMr3- MACKENZIE/SAITO&ASSOCIATES, P C ,OREGON SHT _-OF Mo Sw BANCROFT STREET PORTLAND OREGON 91201 15031 224-9610 I— YF'PG 14� 0 p i WIEW A-FTvltlt. G it 3/e'' As X 4 � � - �► �,"- �'oc. (,�) MSN \ WCEPi�ot.�g Y� A O� I IN . a: (N C� b'-0 D.G. �7Lwc� MrTH �-% � x ;/II(o��i 1 �- SII \. G�R\ o I!I1rfiw �P-* M!►ws N R'f ►S INST;b. D ( 40 bl�Ap E o GTI 0-m �fJ�l.-- \_._ e K I P T. Q. G N ib "gyp -1 REVISIONS By DATE JOeNo Zb53�5 MACKENZIE/SAITO&ASSOCIATES, P C , OREGON 9HT _ OF _ �qn SW AnrvCAOFT STREET PORTLAND GfiEGON 9720 150311-24-9670 1 C I) 5 x i / • , � x Imo'•- p�, IvIt I f,•. � a I ANG. ��— o w � •;. cc Q 5)ZAGr F..oAE2 C.-.ON N EGT 10S J gL U REVISIONS i OI. DATE Z853g5 MACKENZIE/SAITO&ASSOCIATES,P C.,OREGON JoeNo ,7890 S W BANCROFT STRFET PORTLAND OREGON 97201 (509)224-9570 S► OF - — I � I I CIS �5 � 3=0" �,,c. �o L _ � I I _ J (�� #s x 3'•d' crt2, �, I I t f LEtx �c. GANG. SHEAi2. l•JALI.. , �4 Vd n 0 p ' . 0 rte^ METa►l.. MGIC be-AmIgEYoND :�� w cr 0. SEAT" v� --- 20 L-NAG4 g?"!�ZLil- TO 'SHE AR l.JALL. Ct 4h . l , U REVISIONS _ PAG7"12 LA457 �1.,.�. A �c OO ---- - 8Y OATE I3'E" - MACKENZIE/SAITO G ASSOCIATES,P.C.•OREGON "NO ------- ---- 1NN90 S W BANCROFT STREET POPTL ANO. 0WOM 97201 (5W)22,96 m SHT ------pF 1 wxwAl I it */1 1 IT � 71 � � J i Lwt - I- LLI _w Ir t- a. Q �L,UH N �, c4 rte►Ms Pogo FL Izr, K"7 ❑ REVISIONS - --- - BY _ PATE -----------.___-___ .N19NU _ _ ----- --.. MACKENZIE/SAITO&ASSOCIATES, P C.,OREGON ."T ---___ OF 1690 SW BANCFOF7 STREET PORTWVU OREGON 9720 15001224-9670 ljw III � r�Prl t rt � wYzl x0YP GA, I r '�L I + i + I i + lL� ' t cc ps 1`144Q ❑ REVISIONS �I ��L/T. lam✓ f✓L d� �'� BY DATE_X)s 140 MACKENLIE/SAITO&ASSOCIATES,p C.,OREGON I SNT --,----4P 0690 SW MEt3O031 BANCROF7 STREET PORTINO. ORN 97201 (5 22/.9670 �- �vr4�triT� r=rof� M�T- TYpL G�P�42 VENT F'QFM TY�, vt• 1A , WG>,P SES b11L At a, _ r Q orP H hW& 41M.jo WT -� 0 cr- w a 6:0 TION i I REVISIONS DATENO MACKENI.IE'SAITO 6 ASSOCIATE, P C , OREGON toe SHT —_ -OF fV0n '-.,(v RAMC ROF7 STQEET PYPTLAND OREG01i 9720' (SW Z24-96'0 Ty 2� �2�i x� � Z4NOLIT� (cll-L }- s!�-p. DTI. 4,7 -� , v 17 I ILA �_ILmfr, To rl.A." ��---�- �P rN Wl� • - �o K-r -- 0 w 0 cr Q_ a r-2 Ll REVISIONS By MACKENZIE/SAITO&r,�SOCIATES,P.C.,OREGON SH7 OF 0890 SW BANCROFT S i BEET PORTLAND, ORE0 ON 97201 15001 221.0670 f ru�pl.�• W�LC w/ W�HI�� r IL LU - > 2P9: lir'-'si2. v tNT r�or�M , - --� til�i'r�F 14�� • �Ifl;�T �� cr Al Q Hol, co C�G��' p�lL �� L�✓ I I W-7To`U— I t4 A-Z(e F-P 4/ *11 , 11-C711 - M F& W FLl17peH p I!tent•b H.*, REVISIONS --- - -- er GATE_ MACKENZIE/SAITO&ASSOCIATES, P C„OREGON JOB No. "y1 ti 3A)0 ME OW 5w BANCPOFT STREET "?LAND OREGON 97201 (5003)224.9570 sw OF __ Pet p STr-I>° top; -.4 rvlpv �— - rte, rM t t I f � I wµam RPF I H ir PIK 711 1'r- ft Q 601,VM H 01*N P w y PL4�Nra I�0 P�hIZG 1 �� a a i W-j-r* II- v"PW41L K I hWT "4-r 7 J!�e7A M /4:�loL . Go H �4 (i r-'XT �J A LL l ) REVISIONS -YI(tpMcb, p1� DATE -- roe wo -- ---—--- 1 MACKENZIEJSAITO 6 ASSOCIATES,P C , OREGON SHT _-OF qeX Sw pANCROP STREE' PORTL/w0 OREGON 97XI (5W)224.9670 I � ryw LJ I Pti F- 3x � II � I �I o.w 4 j I O A 0Lli {� � CL (Z Q REVISIONS DATE Z� 301 JOS NO ..- MACKEN21G'SAITO&ASSOCIATES, P C ,OREGON ( ME 9H1 --OF 1WSW BANCROF'T STREET PORTlANC OREGCA 9720, (50.1)224-9670 ---- I � Tyr. ;OTtAr— ti4VATI49N P �--- rev 2*xaVi-Ay,+ r t ' 1 0 I . w cc I a- — a R (L I C� REVISIONSII� VII -- -n 6PAt cp, prc, MACKENIIE/SAITO 3 ASSOCIATES,P C.,OREC.OW ')'NQ r7 N0 S.. BANCROFT STREET PORTLAND OREGON 97201 (sal)224 237(1 ' OF ` j�- �►N 15G VAS I Ij .4zzYOP)L'01105 :H .K4H60 w/ I _ 0. A, mL I I 4ecl CL �! _ - - [] REVISIONS ---- fi DATE n MACKENZIE/SAITO&ASSOCIATES,P.C..OREGON Lis►+T of 1890 5 l BANCROFT °,TRf.E- PORTLAND. OREGON 97201 (500)224.9670 1%(IV I Q M#* . a Max c i i (SII Ll REVISIONS By DATE MACKENZIE/SAITO 6 ASSOCIATES,P C ,OREGON SHl _.. ._- _ or 96% SW BANCROFT STREET PORTLAND OREGON 97201 (50312P4.9610 A / Z L G 'r'SpfC�Ph�N 6 . 1 I-Co Off. w a: G- a. a (,.J,AI..L. �� '�G►�1G AT F00;:r •JOIST � F:r 1141111. 11 - o II [ J REVISIONS By [DA T F 07 MACKENZIE/SAITO&ASSOCIATES. P C .OREGON $H1 -T OW OW S W BANCROFT STREET PORTLAND OREGON 91201 15031 221.9610 r� o�EN Wee 'At ivol alr Imo, p e� ft ��►I �Gr x '1'I �a�'oµD — - �— ft �/fM �s�,�-� � ( - • lot M J 0 011P6 w a e MiTeAN,joj - rI-- I I REVISIONS By Tl(i/MILpl 6h DATE JOS NO MACKENZIE/SAITO b ASSOCIATES,P.C.,OREGON SHT -_ OF _ 0890 SW 9ANCROF7 STREET "TLAND. OREGON 97171 (503)224-9670 1/4 24 '%i.�� r b,X2.1-01 o c ht{sPK� _ r4wr Ho 1,4 TE j � ►�Ilrl�l. �1 --ytV r 1 �r + i t - ►i-(i N b ...� - _ I4 t-1— ti a � a a � 4 ��M �NNEG-T'��N � gN�p►K W.��L �yv f.l REVISIONS er DATE JOB NO MACKENZIEJSAITO d ASSOCIATES,P.C.,OREGON SNT _—_—Y or- _ rgr N RAM R(JR S*REE' r1r:)+Ti_ANO OREGON 91201 (500)221-9670 yj M --•��%ted'N ��/Lam- ��-� �/ i \ w I W IOLx 1+ ui lam, - � - 4'►�� a I-L Ci- L 7 REVISIONS b BY DATE_- -— -ice NO MACKENZIEJSAITO 6 ASSOGI^TES. P C ,OREGON SNT OF_ _-- :w STREET .(wTLM4LJ t)REC,C*4 97201 150.11 224.9676 T ft i W'If ,c 5a i i I i 0- /ZF !?II s I'- est (L I Q O REVISIONS bb - - By_ - DATE JOe NO ------— MAC'KENZIEISAITO&ASSOCIATES, P C , OREGON Lill 9HT OW SW BANCROFT STREET W)RTLANO, OREGON C,7201 (503)224.9610 ar MWAMWA WA J L-Z ✓Z " Z /2 '` G II li II II II I I V�-- i o o_ CI REVISIONS By DATE TPQC �_1�_ fes_ — — JOa NO MACKENZIE/SAITO&ASSOCIATES,P C ,OREGON SiHT --.--OF Ti90 SW BANCROF1 STREET PORTLAND OREGON 97201 (503)2249670 ( w 0 Q a d I J REVISIONS By 0L,41LZ;)l N6 IMI DATE 'Z PT - -- -- JON NO _� v 44'!_v MACKENZIE'SAITO 8 ASSOCIATES, P C.,OREGON SN ----OF �. ! SW BANCROFI STREET PORTLVC OREGON 97201 (503)224.9670 212 I.J CT Li <s REVISIONS _ ByDATE ---- _ --- JOe NO --- (� MACKENZIE/SAITO 6 ASSOCIATES, PC OREGON BHT OF Ira, r Rotes Rr G ';TREE' n 01,AND ;)REGCNd 97?()+ (Soli 224-g51r) 314 - �y ,Vk.�ALL 4%k- -. 0 W 0 �D O REVISIONS �y BY are --- � JOSNO � MACKEN21E/SAITO 6 ASSOCIATES.P.C.•OREGON SHT or OW SW SANCROFT STREET "TLANO. OREGGN 91201 (5031224-9670 °'.• ' o. a �• -------r��. • i -_-� --.T-_ T/�d4l.l. 11'x.82 _— ----- ri I2�• I 1 - — -} _ -- + v � 4" ,1�� A==a 2 If, F/is io ve a 1,- 5 � 3 c O a 0. ❑ REVISIONS 1 77og By OATEJOS 140 �-1�_-3GL MACKENZIE/SAITO&ASSOCIATES,P.C..OREGON sat _of. ow Sw eAW.ROFT STREET FCRTiAND OREGON 9?201 15031 221-9610 r— N�G 14 n l d•Go l—ji t� 4 1°>g. Z 01 1 j ofp TO I ,�ZII Cr-- �t�PNN�L l��v(pNa c � o T (_1 REVISIONS �"�� ---------- - T. �fi- � . By bb ---- DATE 14 Q~- T jos No I&rvsl 5 ---- ____---- MACKENZIE/SAITO&ASSOCIATES, P C •OREGON SHT OF II 1680 S W PANCROF'T STREET PORTLAND. OREGON 91201 (S00)224.9610 .J 1. x,11 MIN, ii Ll it- ; to W/ Y,+ lt A6 WCb��IPrtM�f i HIPPOINT L - — - - — -- I — -- — � L x 21/t� ,c 3/I vll I--- — ---- -- �.yz� 34I4 — I/ fix { %� xll_o� tYP" iii 12 x I L 0- d ` Tilt El REVISIONS V�Ll P0, 1415k myDATE MACKENZIEMAITO 8 ASSOCIATES,P.C.,OREGON RNT --OF 0090 OF0090 SW SAWPUFf STREET PORTLAND.OREGON 97201 (503)224.9610 wXmFXmlUjjjjjjWmIlllUjpWj SLAFJi' ff SIM• CA�Jt�• �ol..loE.R- t�f�•�•iE�.l p.I.IC�NoRS — P•Z: 2 -roe PLAT E �v CO WT. CA-EAT FL^H E fLEl::-,IST,4,OT PL:-,- CL L:-,d --MJI LT- UP Rw':�O F 01EC44I 140 Q I C U LAT 1 W6 w I.J R-FRTE FLOo P o Et.M-- 0 w U REVISIONS y pAGTR LJST u�0►� sr �' DAPI $� -- ra No. Q 853`15 MACKENZIE/SAITO 8 ASSOCIATES,P.C..OREGON eKt, of _ OW Sw &,NC•ROFF S?REE1 PORTLAND. CJ%GON 97201 (500)224-9570 DIMEN�IO�.i�a A • D.U. ROOFING ` 2_0• --- ROOF DRAIN p , 41 l 01, 4"LEAD OR, APPRovED EGL]AL-TYF" E Z' E ALL RD'--IF # OVERFLOW DRAJNS _ � ROOT OVERFLOW V"N 4 FT �LaKI�IU LI&HT'WF I&HT IN5ULMIWo GON<. ROOF K zs _ ROOF DKAiN AND 56UPPE-K _ R F NOTE : PJeo I P- 0,1MCFLOW ALA" --- -- I%t"= I�� ON 900F ov6RFLOW P AiI ,l -IGr NDa 4Oo Cap II ) 4_ ' A 2 I I l i l o� -7 5 I II 1 � - W 4o*-31 o G,,.4 CK w O Q a a a L 1 REVISIONS By DATE Joe No MACKENZIE/SAITO 8 ASSOCIATES,P C.,OREGON SHt _Of--_-_--- 0690 SW wji4CNOF'T SrPEET PORTLAND CPE(Y)N 4'201 (503)224.9670 74 ,� I i I cJ - I � I � u � II Jyp�vE T 77 W O Q CL 0. Q Iz�' Js ❑ REVISIONS By Pic--T -�' �a�..-oma ,►� -� - DATF ____I. MACKENZIE/SAITO&ASSOCIATES, P C ,OREGON oe nr, — — ITT690 - ---- 7 5 W BANCROF? STREET PORTLAND OREGON 972L't (503 ?21.960 SNT OF g5c*&• M-rL. ST A-L y t-1. 7 ;Z dsrOf?-e 9414)NT I , EG. 0 w a COPS N a Q f7 REVISIONS _ -- a yJ S 11qMACKENZIE/SAITO&ASSOCIATES,P.0 ,OREGON JOB NO _ jOF90 SW 8ANCROFT STREET PORTLAND OREGON 9720, (503)224.9670 SMT ----- or — ''ITL SPUDS 1.%J/ S/&" -ryppp >. F,A,, SIDE TRIM TC:- 61002,= C'ST0RE PAONT -T7 f-EFR-.ClN T _J�M R> 0 2 Liv R -J�•M P>/W��.�. CONN d 11 REVISIONS BY DATE MACKENZIE/SAITO Zt ASSOCIATES, P CL. OREGON roe No i�y lei y 0590 SW BANCF)OFT STREET PORTLAND OREGON 97201 (503)221.9510 SHT - OF iia► / I '/2'' F-L4W.RKJGM C4A,�NNE'. C' 'Z'•o'' Gy.�, •� . . �kc��,. 2� G�A, MTI SPAGE -f=' 7A,l2�• -- 6+Y('� CSD �A, SIDS La No k4.j6,L.L C OR R l Db LP= SIM, cONP. 3 Si'U 0 W O Q a a a I Lj� REVISIONS F',A,C-79u sT -A�:. By DATE _ _ t MACKENZIE/SAITO 6 ASSOCIATES, P C ,OREGON JOB NO x40 S W � - ---OF---- -- BANCROFT STREET TLAND OREGON 9720, 1%31 224.9570 SHT _OF---- _J on J� lw -- r-----'aEEP l.t�t tv� t14AG� Ad NOT ATTACH *110. BD. Tb Taf TIZAiCIC , J 'N LsLnav-I w(3r —�— AW ------ _ __ SL�pEN17ED GEI L.INc� � FASTEN i To STUC�3 W/ ,I cc cl TYPE '6' 1:' SGrZEW5 ( 8 ac" (p 8 101 Is PANEL a n*Eaj 8 Z o.G• @ INT"b�lg2 ga.IF''P�le'T`� _ ------ 1/2" u 25 CSA• MTL. ASTLkv 0 ale" � TtNAN'f 4P�G� li - - S TrOM TK.ACI. " o FIN, Ful. o C Flo d GIt PCN w ^HcP4 ¢5 w O a a — a -- MA I Houtz pulrrEp REVISIONS or 160#&PL p DATE MACKENZIE/SAITO&ASSOCIATES. P C .OREGON "NO �g-- - Ktx SW BANCQOFT STREET PORTLAND OREGON 97201 (503)224-9670 St iT _--,–_of — _.-- fel.f w000 DaCK I �A'E:�'TE-rA 'ro HYPE 'S" i " -�Cf- Q I S-U PPotZTS �I/ZIP 25 r-;E;AL &-%�,7u0--c.-,, 0 �TT.�ri rfi��c To Pi N. F-�R 0 fL- ! boo.-rT LIS Li r.. a 4 TC>I L E7 f,<:�M W,,&LL (J REVISIONS I� A� -� I �" • !�-O'� ��GTFZIJ�.a� nen By DATE 285395 (� MACKENZIE/SAITO 6 ASSOCIATES, P C., OREGON XMNO -� 0990 Sw 9MW-ROF1 STREET POST.ANO. OREGON 97201 15031 224-9570 9KT OF-- �*�AL---ffi W Ian x40 G1b 1 I . R401� �MItdC. TO EX1ST'6r. WALL- T(P. EA. LE.4 �UPJ � Q I-dQC.—. W—PO 10 No. eNM IN 0 6 MCTiON F.L VATi Ori i'� .L-ADDms 'r0 r ooF- 1:1 REVISIONS MACKENZiE/SAiTO i ASSOCIATES,P C .OREGON MeMo OW Sw 9AP<A r STORES O'(rTuwo ''V*GCN 97pol (Sao)2?..f7p W? ----OF ------ C.ICIG►t. +6Al.Ah.l�" (GGt�012 TJ M�'`TGH OF?TP�lf �AGK�I� IMOD GXT'�K IQ{t r�T�Rl01� l�YP �D. SIM Ga r�.AN 0 W O a 2 4 ❑ REVISIONS By DATE iris W) MACKENZIEISAITO&ASSOCIATES,P C.,044:i SHT --- - OF -------- aW SW BANCp(T 3rgEET PgRTLAvLi ORMON 9727 (%W)224.9670 N ,5,1F W f x,944 ' BUILDING PERMIT APPLICATION DATE 22 t7tl.'.•_' _ THE U14DERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED EptWNER PHONE PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. LOT NO.—_— —— ,, n i — JUB ADDRESS 16" � � "_"_— h: �..��-*;--�-•_-'sem-, OWnER SD .r T-.-,.�f 6 ' ARCHITECT �ciC.lCcnz QISaita -- ENGINEER 224-�a'70 I! 1Creen DESIGNER ADDRESS-- 0 DDRESS --�-- -- �-'— BUILDER --------- -- DAMAGE 11 EM—OLTO't STRUCTUREL NE- H1__� REMODEL_ ❑ ADDITION ❑ REPAIR ❑ RENEW]AGARAGEF❑ES ORALE ❑_ SLAB[ FENCE I RESIDENCE Lu•COMM Ll EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CAR PORT i__---_-----_- Lp,NDUSE ZONE _-.-1�BLDG.TYPE - FIRE ZONE__r--PLAN CHECK BY �I�-- ._ OCCUPANCY _52-- ---------- r.a0ing. naviaq IEWORK BER IT ONLY--for nes* buil.dinc. Includes excr�v�akion.c� ----- -- Q utilities- i envious surface .area 31,020 aq• ft . --- SEWER PERMIT M f '+ AREA NO. RDEB OOMS VALUE 50 r SI -- f NO.STORIES - FLOOR LOAD HEIGHT __ — -- RIGHT SIDE OCC.LOAD _ REAR LEFT SIDE _ BUILDING DFPARTMENT SET BACKS FRONT _-_� —=-_- 3.0 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, AT THE Permit ----- REGULATIONS AND ALL AACCORDANCE WITH THE PPLICABLE CODES AND ORDINANCES, AND IT IS HEREND BY AGRCIFICATIONS AN CO THAT THE Plan Check _ `' WORK WILL BEL DONE IN ABLE CODES AND ORDINANCES. T EN SSUANCES AND FOF THIS PERMIT DOES NUTIWA VE WITH A Subtotal __ _ RESTRICTIVE E.SEPARATE PERMITS REQUIRED FORS SEWER,PLUMBING AND HEATING.URRENT C{TY BU:'INES LICENSE. ..� . 14 . 5 '::SDC 4 '.3 .: )O State Tax _ SDC— G4 9 80 5, 120.00 - -- Tota_l PDCM APPLICANT OR AGENT By 183.95 - -- Receipt NO. „�lU) w - - - - PHONE Approved Z 9-7 . 15 ADDRESS i DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Rough-in Contractor Permit No. I Hough-in Fixture Fixture Final HEATING Contractor Permit No. Gas or Oil Flough-in Final SEWER Final DRIVEWAY Final Sturm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach si.,)G. DEPT.FINAL TEMPORARY OCCUPANCY Final CES-1,-ICATE orruPANCY Landscaping Zoning Final •.w BUILDING PERMIT APPLICATION 104-40M DATE- FHF UNDERSIGNED HEREBY APPLIES F OR A PFRM1 FOR THE WORE,H'-REIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS, OWNER PHONE --- LOT NO.—_ OWNER Assc-009ADDRESS ARCHITECT Irl 11AR, j Ill ENGINEER Ft.L. Green ADDRESS DESIGNER T'4�1C} enzie/:i''1XYt7�_ BUILDER -- - STRUCTURE E*NEW D REMODEL_ ❑ ADDITION ElREPAIR ElRENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION D RESIDENCE E:YCOMM ❑ EDUCATIONAL C7 GOV'T E! RELIGIOUS EIPATIO ❑ CAR PORT—❑ GARAGE ❑ STORAGE ❑ SLAB CI FENCE OCCUPANCY f12—LAND USE ZONE --U BLDG.TYPE S FIRE ZONE PLAN CHECK BY _ECf BEAT t"UiWDT.ITON ONLY Perm.' ' for PoiCTRUST Bldg. Fi - -- SEWER PERMIT# --- OCC.LOAD FLOOR LOAD HEIGHT $t NO.STORIES _ AREA 1.l 7 G X10.BEDROOMS _ VALUE BUILDING DEPARTMENT SETBACKS FRONT BJ REAR _LEFT SIDE 6:� RIGH"SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES AND !T IS HEREBY AGREED THAT THE 110.133 CheckWORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AILD SPECIFICATIONS AND IN COMPLIANCE Plan --"r"T 68.20 WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS — LICENSE.SEPARATE PERMITS REOUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 0.53 `nr_ 356.06 - -- Tota_I PDC# APPLICANT OR AGEN1 By 187.561 — Receipt No. _ — --- -- --- - -- PHONE Approved 170.50 1)r , ADDRESS I r DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE actor Permit No. 7s Rough-in Fixture 1.2 Final --,—. -- z7 HEATING -- Contractor Permit No.� — Gas or Oil ��- 2 - Rough-in �- —�' Final ----- — ---- -- /7 -------- SEWER -- — Final M DRIVF_WAY --- — Final -.__ _ _ ------- - --- �� Storm Drainage —�— - — —�__--- -- ------ (Hain Drain)final -- ---------------- ---- —' Sidewalk —, _ ^—,--•_--_____--.__ ------------ Curb&Street Final — ------ ----— --�-- Apprnach BLDG. OF.PT. FINP.L TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCUPANCY —• ---�- -- Landscaping Zoning i final r i 3 i 1,� CITY OF' TIGARD NOTICE OF DECISION = SSR 87-16 V 87-16 APPLICATION: Request: by Pac. Trust for Site Development; Review approval to construct a ?2, 11.2 square foot: off=ice building and related facilities on a 1 . 38 acre parcel and a variance to allow a 22 foot wide paved driveway when a minimum of 24 feel; is required and an 8 foot width for compact parking spaces where 0 .5 feet is ro.quirtK' on property zoned I-P (Industrial. Park) , Location: 16101. SW 72nd Avenue (WCT'M 2S1 13 AB Lot 101) . DECISION: Notice is hereby given that the Planning Director for- the City of Tigard has APPROVED the above described applications sc.ibject to certain conditions . The findings and conclusions on which the Director- based his decision are as noted below. A. FINDING OF' FACT 1 . Background A zone change from I--L_ (Light. Industrial) to I-P (Industrial Park) was recently approved by the City (Case 7_C 81-14) . No other land use proposals have been reviewed. 2 . Vicinity Information Properties to the south and east are :zoned I-L (Light Industrial) and are developed with several one story industrial buildings . The property immediately ninth on the opposite side of Upper Boones Ferry Road is developed with,4n office/retail building and is zoned I•-P. Upper Boones Ferry Road is designated as an arterial street. and 72nd Avenue, which abuts the eastern boundary of the property is designated as a major collector, 3 . Site Information and Proposal Description The property is vacant: and uniformly covered with mature Douglas Fir trees , Work hos begun to clear only the trees that are within the building footprint or the parking area. The applicant: proposes to construct a 2.1, 1.12 square foot, two story office building with parking spaces located south and west of the building. The existing driveway approaches on 72nd Avenue and Upper Boones Ferry Road, which serves the existing portion of the bu?iness park, will be utilized to provide access to this development. A variance to the Community DevF=lopment Code Standards for driveway and parking space width is requested in order to avr.)id the need to remove some of the trees on the site, a segmF:nt of the driveway is proposed to be 2 feet wide rather than the 24 foot standard . Several compact- spaces arcs proposed to be 8 feet: in w,.dth and the City standard is 8 .5 feet NOTICE OF DECISION - SDR 87•-16, V 87-16 - PAGE 1 4. Agency arid NPO Comments , The Enginoor•ing Division has the following comments : a. The existing right--of--way and street improvements rds. 72nd Avenue and Lipper Boones Fer•ry Road comply with City b. The visibility north from the 72nd Avenue driveway is somewhat. impaired dUP.. to the existing grade. Though the reconstruction of the public sidewalk in this area is not warranted, the grade of the lawn area should be lowered as much as practical to allow for better site distance. c. The existing public sanitary and storm sewer faci.li.ties in the vicinity are adequate to serve_ the subject property . d. Since the ant ic.ipat:ed number- of tr'uck's serving this site is expected to be minimal, the 22 foot driveway width should not cause any problems. The State Highway Division indicates that no permits are required . Tho Trialal:in Rural Fi.r•P Protection District . notes that automatic sprinklers ar.d- a fire hydrant must be within 500 feet of the building. The Tigard Mater District arid the Building Inspection Division have no objection,; to the request. No other comments have been received. B. ANALYSES AND CONCLUSION The proposed development ' is consistent with Community Development Code rPquir•ements for landscaping, lot coverage, building setbacks arid height, arid allowable uses in the I--P zone. Additional discussion is warranted pertaining to parking, vision clearance, and the variance requests for driveway and parking space widths . Park frig The proposed site improvements will reslilt, in the creation of 50 new parking spaces arid one handicapped parking space. Based upon the size of the building. 64 spaces, including two h=andicapped spaces, are required . The applicant' s site plan shows an additional. 17 spaces which presently exist on the property to the south as being available for the use O'c this building. In order- to moot. City parking standards (excluding the variance item, discussed below) , c:he ,;'following modifications or information must be suhm' t.t:ed: 1. . P, minimum of two handicapped spaces 2 . A minimam of foc.rr bicycle soaces 3. Confirmation that the 17 spaces on the south are not necessary to meet Codo requir•Pment.s for parking on that parcel NOTICE OF DECISION — SDR 87--16, V 87-16 — PASE 2 1M Vision Clearance The vision clearance situation for the 72nd Avtnue driveway should be revicawed with the Engineering Division to see if any regrading of the area to the north would be Appropriate. Vari ante The applicant: is r•cquesting a variance to th:a Code standards regarding driveway width (2Z feet. instead of 24 feet) and compact parking space width (8 feet instead of 8.5) . Variance criteria in Section 18. 134.0b0 of the Code requires that such proposals b,1 consistent: with the intent; of the Comprehensive Plan arid the Code, that special circumstances exist, that standards will be mei: to the mAxiMUM extent po4sible, and that no adverse impacts will result. As mentioned earlier, the site is wooded with mature fir trees. In an effort to reduce the number of trees removed, a Lwo root reduction is proposed for, the eastern portion of the drivewey , This reduction will Allow for, the preservation of several trees arid the fire district does riot anticipate any problems with emergency access. It appears that the reduction in r)ar•king space width is necessary in some instances to retain existing trees . However-, in other cases no justification is apparent. The parking layout arid location of existing trees should be reviewed further to justify any reduction in parking space widths , C. DECISION The Planning Director approves SDR 87-16/V 87--16 subject; to the following condj.tions: t . UNLESS OTHERWISE NOTED,, AIA_ CONDITIONS SHALL_ BE SATISFIED PRIOR 'TO ISSUANCE OF BUILDING PF*?MT1-S. 2 . Applicant, shall provide joint use and maintenance ayr•eements to the laity for approval, for common driveways, and shall reference said agreements on all applicable parcel deeds. 3 . Applicant shall connect the proposed building to the public sanitary sewer system. A connection permit must be obtained from the City BuiIdirig Division. 4 . Applicant: shall connect the proposed building roof rain drainage system arid parking facility drainage system to the public st:ormwat:er drainage system. 5. Construction work shall not commence within dedicated (City) public eight—of-way(s) until after the City' s Engineering Division has issued a permit. therefore. The Division will roquire posting of 100% performance assurance, the payment of a permit: fee arid submittal of three copies of an approvable construction plan, arid cost estimate, stamped by a Registered Professional Civil E:.nginecar. (,. Applicant shall submit. a proposal to the City' s F:nginet-ring Division for review arid approval, ur improvement of sight distance northerly from the existing driveway located on '.W 72nd Avenue. This shall bo done in conjunction with applicants submittal (_J building plans; a building peen i t khial 1 noel hF, issued until mi tigal 6,n i�c a-isi.irod . NOTICE OF DECISION — SDR 87-16, V 87-16 — PAGE 3 7 . A r•evi.sed site plan shall he submitted for- Planning Di.rector• approval which includes the following: a. A minimum of 2 handicapped parking spaces. b. A minimum of 4 secure bicycle rack spaces (location and design) C. Ver-ification that the proposed number, c, parking spaces for' the pr•oj;ect: and the property to the south mee, Code requirements . d. A minimum dr-iveway width of 22 feet shall ')e maintained. The reduction in parking space width from 8.5 to 8 feet must be shown to be necessary to preserve existing vegetation or the 8.5 foot minimum ,;LAridAr•d shall apply. 8 . The landscaping materials shown on the landscaping plan shall be instal.led prior- to occupancy of the building. 9. This approval is valid if exercised within one year of the final decision date noted below. D PROCEDURE 1 . Notice: Notice was published in the newspaper, posted at. City Hall and mailed to: XX _ The applicant: & owners XX _ Owners of record within the requir-od distance XX_ The affected Neighborhood Planning Or-ganization XX _ Affected governmental agencies 2 . Final Decision: THE DECISION SHALL- BE FINAL- ON September_11,_19B7 UM ESS AN APPEAL._ TS FIC D. 3 . AMal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and sent. , The deadline for Piling of an appeal is 3:30 P.M. Sp rAmber 11 , 7.987, 4 . questions: If you have any questions, please call Lhe City of Tigard P annxng Department, Tigard City Hall , 1312.5 SW Hall L31vd. , PO Box � 23397, Tigar-d Oregon 97223, 639--4171 . P[tr.PAR[ i t h I idea, er �Ir DAI F op 67/ Wi 11 icam A. Monahan, Director of Community Development DA11' APPROW 1) (sh/O1411)) NOTICE OF DECISION — SDR 87-16, V 87-16 — PAGE 4 SEE MAP 2S I 12DC 1 �o 60 Q 52e4 / a 39r _ ,�- s w. -- -----.. . _ 412 65 S H7'45'io"w ,!�� 200 (C'+ 16293 ) / 300 .56 AC �J / � I r A y�iQ 3 V n)U I 36 Q� Q r�V ,r9 �0 2395)t°�,1% *b w jv1;:'•O W W toy \'\ \. ,;1110. j = I ANCILLA 400 \ :j:1: 60 br, I y W �lKl.l:)^ u 42 AC 500 37 101 44 AC ..,3' J' �'• , 4� '. • ° I bl, gy p. C 171 1+ u P-14 BT I-T 5 "74��, �I. t 0�� 5 X33 Ac I 1201 \ ' 6 CL FOR A � " I Dr N( n , I ' n��®�� i,Zatla&z fire A oV't` P.O. BOX 127•TUALATIN,OREGON 97062•PHONE 682-2601 August 27 , 1987 Mr. Bill Bailey Mackenzie/Saito and Associates 0690 S.W. Bancroft Street Portland, OR 97201 Dear Bill , RE: Pactrust Building Center, Bldg, A 16101 S.W. 72nd A fire and life safety Flan review was conducted on the above- captioned project for compliance with the 1985 editions of the Uniform Building Code (UIiC) , Uniform Mechanical Code (UMC) , and the Uniform Fire Code (UFC) as amended by Washington County Fire District' s Ordinance 86-1 . The plans are approved as submitted subject to the following: 1 . Stairway and Exit Enclosures : Stairways 101 and 104 and cor- ridors 102 and 103 shall be of not less than 1-hour fire resis- tive construction with openings protected by 1-hour elf-closing or automatic (by smoke) fire resistive assemblies equipped with smoke gaskets. Openings other than exit doors are not allowed in these system. Please note : there shall be no use of space under these stairway systems. (UBC Sec. 3309) Z. Exit Door Hardware: All doors shown on the drawings must be openabTe from the inside for immediate exit at all times without the use of a key, special knowledge or effort.. (UBC Sec. 3304) 3. Exterior Exit Door: Hardware for the exterior doors and key- operated demi ticks may be permitted where there is a sign posted on or over the door reading, "TMS DOOR MUST REMAIN UNLOCKED DURING BUSINE r HOUi?S" in letters not less than one inch in height on a contrasting background. (UBC Sec .3304) 4. Double Dour ilardware: Where exit doors are used in pairs , approved automatic flush bolts ;hall be used on the secondary leaf. The door having the automatic flush bolts must have no Mr. Bill Bailey August 27 , 1987 Page 2 door knob or surface-mounted hardware. The unlatching of any leaf must not require more than one operation. (UBC Sec. 3304) 5. Insulation Flame Spread: The insulation, including breather papers and vapor barriers which are not in contact with the upper surface of the ceiling and under surface of the floor, as the case may be, must have a flame spread rating of not to ex- ceed 25 and a smoke development classification of not greater than 450 as measured on the Steiner Tunnel Test scale referred to as U13C Standard No. 42-1. (UBC Sec. 1713) G. Mechanical Plans Required: Plans referred to and examined by this office contained no plans for heating or air conditioning systems. Unless electric baseboard heat is employed, complete mechanical system plans for the HVAC equipment and duct work must be submitted to and approved by this office prior to installation. (UMC Sec. 302) 1 . Mechanical Equi m� ent Approval : All heat producing and elec- trical equipment and appliances installed in conjunction with the construction or occupancy of this uroject i.iust be approved by Underwriters laboratories, Inc . or other nationally recognized testing agency and installed in accordance with the testing agency' s specifications . (UMC Sec. 502) P. Address Required: Thr. tenant space number must be prominently disnlayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emer- gency vehicles. (UFC Sec 10.280) 9. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this )ffice for approval prior to installation. 10. Approved Plans on Job Site: One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout all phases of con- struc�ion and must be made available to building and fire inspec- tors for reference during required construction inspections . (UBC Sec. 303) Mr. Bill Bailey August 27 , 1987 Page 3 11. Inspections Required: Inspection and approval of construction by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occu- pancy of the tenant space. (UBC Sec . 305) 12. Certificate of Occupancy Required: Prior to the use and oc • cupancy or other written instrument of approval must be obtained from the City of Tigard Building Department. (UBC Sec. 307) If I can be of any further assistance to you , please feel free to call me at 649-8577 . Sincerely, TUALATIN RURAL FIRE PROTECTION DISTRICT Gene Birchill Building Official SSW cc: Brad Roast Inspector Ray i August 20, 1997 C'TYOFTIVARD OREGON 25 Years of SeMce 1961-1986 Mr. Bill Bailey Mackenzie/Saito and Associa.es 0690 SW Bancroft Portland, OR 97201 RE: Building A 16101 SW 72nd Dear Mr, Bailey : A plan review has been conducted for the "Foundation Only" permit on the above referenced project. The following shall apply : 1 . A11 reinforcing steel shall be tied in place. 2. Approval of footings and foundations is not a guarantee of approval for the entire project 3 . Concrete testing shall be provided as per UBC Section 2604(c) . Submit test reports to this office. If you have any questions, please call nip at 639-4171 . Sincerely, Brad Roast Building Official cs/0630D 13125 SW Hall Blvd,PO Box 23397,Tigard Oregon 97223 (503)639-4171 -- - ---- �2 10 CITY OF TIGARD 639.4171 DATE � "• _ _ _ is L�"1 BUILDING PERMIT TAX MAPA?2h wo-lI1-0,�OTN0. let SUBDIV:SI N ( A 4-r AijG��j, JOB ADDRESS �tTi-�-+ter-�-' )WNER �/ -`F�._ STATE REG NtJS C�17 7.'r ATE BUILDER _HSL' CiR�Ef.IJ _ Cf��.� .----- - -.... RUILDER'SPHONE 0L�'OOLO —� PHONE �� t'�'��- _._-OTHER - ARCHITECT- ��'��'/� -`J - i DEMOLITION REMODE. ❑ MOVE OTHER ADDITiON STRUCTURE I RESIDENCE Lk1 COMM CI EDUCATION ! ) IND l 1 RELIGIOUS � J ACCESSORY Ll GARAGE �� FENCE GARAGE L� IQ FIRE Z.ONE_�-PLAN CHECK BY HEAT LAND USE ZONE -7--h BLDG.TYPE �- OCCUPANCY _121e— --- va°�tNe`�' Area -S -7' ._ SEWERPERMITM Vt,LUE4&16W FLOOR LOAD ^ NO.STORIES Z -- AREA tP 112 NO BEDROOMS OCC. LCAD HEIGHT REAR LEFT SIDE RIGHT SIDE BUILDING DEPARTMENT— SET BACKS FRONT — Permit �_. 9 THIS PERMIT IS ISSUED SUBJECT TO THE. REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING 7 O I REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES AND IT IS HEREBY AGREED THAT THE Plan Check Q WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE _ _q WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF -THIS PERMIT DOES NOT WAIVE PL Ck.Fire _5 5�1-2 J�RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS — — q� TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. l09 — State Tax - 1 SDC— �/.l.l�`/\ g• bIV�!°Y Total I s Sr "I APALICANT OR AGENT �.--- POCM D/J�IO � L'W�!L.Rl�fT ' VVKTLAI`4( :C-C. Prepd. - PHONC - -- - ADDFlESS! O Receipt No. Bal.Due _.. - - ` — -- Issued BY---------_Approved Y - � � • 'SSS ;2-'5 r7 S/T�.✓pQJf -5 �5 I IW CITY OF TIGA RD No. 24786 13125 S.W. HALL BLVD. P.O. BOX 23397 Date_ �/,% �=,Lyz TIGARD,OR 97223 Name Address —�— Lot BlocklMap Subdivision/Address ', f Permit 8's Bldg. Plumb Cash Check. Sewer Other — Other Rec. By F Acct. No. — Description Amount 10-432 Buildin Permit Fees— `-- _ 10-431.600 Plumbing Permit Fees 10-431.601 _ Mechanical Permit_Fees 10.230.501 State Bldg. Tax— 1C-433Plans_Check Fee 30.443 Sewer Connection_ 30-444 _Sewer Inspection 51-448 Street Syst. Dev. Charge _52.449.610 Parks I Syst. Dev. Charge 52 449 620 _Parks II Syst. Dev. Charge 31.450 Storm Drainage Syst. Dev. Charge 10.430 Business Tax 10.434 _ Alarm Permit - 10.227 -- 10.455• Fines-TrafficlMisdlParking 10.230- CPTA TrafficlMisdlVic. Asst. 10 456 Indigent Defense j 30-122.401 Sewer Service/USA j 30.122.402 Sewer Service/City 30% 30.123 ewer SevicelClty Mafnt. — 30.12 Unmatched — _ 31.124 Storm Drainage 40-475- Bancroft tt Prin. Pymt. 4 •471 -Bancroft Int. Pymt. ------------- - _---- TOTAL �. I DEPT. I MIN PERMIT # PLAN CHECK $ 2 2 C BUILDING RECEIPT Cc NAME:-� �� ' DAfE: / o ADDRESS 4 LOT II & SUBDIVISION NAME: 1O ACCP. # DESCRIPTION AMOUNT 10-432 Building Permit Fees 10-431-600 Plumbing Permit Fees _ 10-431-001 Mechanical Permit Fees 10-230•-501 State Building Tax 10-433 Plans Check Fee 20 _ 30-443 Sewer Connection (20%) _ 30-202 Sewer Connection 30-444 Sewer inspection 51-448 Street System Dev. Charge (SDC) 52-449-610 Parks I System Dev. Charge (PDC) 52-449-620 Parks 11 System Dev. Charge (PDC) 31-450 Storm Drainage System Dev. Chrg (SSDC) 10-230-505 TRFD (95:) 10-435 TRFD (5X) _ 10-230-506 Washington County Fire 111 (95") 10-435 Washington County Fire Ill. (5%) ! 10-220 Amart/Wedgewood TOTAL (Separate Check for Leron Hetghts 1150.00) . (hr/1214P) CITY OF 'rIGARD BUILDING DEPARTMENT PLAN CHECK NO. : -2 aZ C PLAN CHECK APPLICATION DATE RECEIVED: �}' /q. �Z P.O. Box 23397, Tigard OR 97223 P/C DEPOSIT PAID: 7Q This is to certify that the attached _ sets of plans have been submitted for plan check pursuant to the Oregon Structure Code and Fire & Life Safety Code, 8j� edition. PROPERTY OWNER: L�i/�� _ OWNER'S ADDRESS: CONTRACTOR: Vl e �lL_ TELEPHONE:/ _� '?p� � 2�'r 4 D JOB ADDRESS: �p lO� ��/J� LOT NO. & MAP: 5 7 DESCRIPTION OF WORK: Approvals Required SPECIAL NOTES i linning Dept. O Reissue /PXnginee.-ing Dept. 0 Flood Plain/Sensitive Lands 'Fire District O Sew-r Availability O Other O Other Items Required OList of subcontractors OBusinesb Tax Calculations 0 Truss Details OParking Plan O Landscape Plan �61� Other COMMENTS. City of 'gard Building Department BY (1961-1986 August 10, 1987 OF TISAW REGON ears of Service \ Mr. Bill Bailey Mackenzie/Saito 0690 SW Bancroft Portland, OR 97201 N , RE: Pactrust Building A 16101 SW Upper Dear Mr. Bailey: A plan review has been conducted for the sitework at. the above referenced address . The following shall apply : 1. Dust control shall be provided as necessary . 2. Streets shall be kept clear of dirt and debris. 3 . No work shall take place between 9:00 pM to 7:00 AM. 4. No trees shall be cut except thuse approved by the City Planning Department. 5. The parking lot pavement section shall meet the criteria for standard City street section of: B" — 1-1/2" — crush"d rock 2" — 3/4" — crushed rock 3" — Class B or C asphalt or Calculations shall be submitted showing the proposed section having equal bearing capacity based on the California bearing ratio. 6. No paving shall take place until all public storm facilities ++ e cumpl"ed If you have any questions, please call 639-4171 . Sincerely, --� _- I Brad Roast Building Official cm/0432D I 13125 SVJ Hall Blvd.,P.O.Box 23397,11gord,Oregon 97223 1503)639-4171 ---- PERMIT # PLAN CHECK BUILDING RECEIPT NAt9E: I _- (') ) DALE: 7 / ADDRESS h LOT 4i & SUBDIVISION NOME: SLk) Za,� ACCT. # DESCRIPTION Z l T 1�J AMOUNT 10-432 Building Permit Fees $ — 1.0-431-600 Plumbing Permit Fees 10-431-601 Mechanical. Pcrmit Fees $ _ -- 10-230-501 State Building Tax 10-433 Plans Check Fee 30-443 Sewer Connection (20X) 30-202 Sewer Connection (SOT) ._ 30-444 Sewer Inspection 51-448 Street System Dev. Charge (SDC) $ _ 52-449-610 Parks 1 System Dev. Charge (PDC) 52-419--620 Parks I1 System Dev. Charge (PDC) 31.-450 Storm Drainage System Dev. Chrg (SSDC) $ 10-230-505LI 7q rRFD (95%) ' 1.0-435 TRFD 0%) 1.0-230•-506 Washington Countv Fire #i 10-435 Washington County Fire 111 (5T) $ 10-220 Amart./Wedgewood TOTAL i (Separate Check for Laron Heights 11.50.00) . ( br/1214P) CITY RD 639-4171 BUILDINGG PERMIT DATE 4_Y TAX MAP ZSI .13AELOT NQ IO SUBDIVISION OWNER____ GIGIG�E1�4t,Typ(�_ JOB ADDRESS �Lt1. ��_ UI°Q �► �C BUILDER _ N • u. t'_'K-e-v'j _ _ __. STATE REG.NO. GATE BUILDER'S PHONE �_ZLOGIZC> AHCHITEC7___NA[,k.jEN'ZI�Sa1TO _ -_ PHONE _2g4-15_10—_-_OTHER _ STPUCTURE NEW ❑ REMODEL ADDITION ❑ REPAIR ! MOVE L] OTHER ❑ DEMOLITION ❑ RESIDENCE COMM [ EDUCATION C_� IND Ej RELIGIOUS ❑ ACCESSORY ❑ GARAGE. ❑ OTHER C7 FENCE OCCUPANCY --EL2—-_LAND USE ZONE_L1 BLDG.TYPE _ �FIRE ZONE_ PLAN CHECK B" : � HEAT ouNIOn\TIo_1.1 SEWER PERMIT k OCC.LOAD FLOOR'..CAD HEIGHT 4) NO.STORIES 2 AREA// 76C NO,BEDROOMS VALU Y;r BUILDING DEPARTMENT�I SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit _ _-1_7 Q 50 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZOw:4G Plan Check K H J REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THA' THE — C7 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DUES NOT WAIVE PI.Ck.Fire _� (j RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 53 TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax X—�_ �ICA Totals SDC— o OSR nGy 1 -moi,.� �✓ (L _ Prepd. ISS� PDCM Q .to� Bal.Due S n Receipt No ADD ESS PHONE LZ�---— Issued By_ _ _Approved By—___ _ r i CITY OF TIGARD 639.4171 Ap BUILDING PERMIT DATEtg �j TAX MAP-4.e:7e�A6_LOTNO, fo�„ SUBDIVISION OWNER f-�G.T�Z IBJ:+T - ----_ .- - � JOB ADDRESS '��_ BUILDER I ti L C��-tT .1•-� _-- STATE REG NO N, D Mi - - - --- -- - -_ EXP DATE -- BUILDER'S PHONE 'L 2 - C D'L GJ - - --- ----- ARCHITECT ItA k t: F•,.J`� k�_ SA ( ': -- -----^ `- PHONE ;7U ._OTHER _-- STRUCTURE NEW REMODEL ADDITION - PFPAiR ❑, MOVE ❑ OTHER v.! DEMOLITION :1 RESIDENCE COMM ❑ EDUCATION i`1 IND (, RELIGIOUS _: ACCESSORY ❑ GARAGE ❑ OTHER ❑ FENCE OCCUPANCY L �-__ LAND USE ZONE -.- yyBLDG.TYPE FIRE ZONE PLAN CHECK BY /'�1 I1EA7 Al Impervious Surta" SEWER PERMIT M Area ()Cr.LOAD FLOOR LOAD _ HEIGHT NO.STORIES ARTA NO.BEDROOMSyALUE __ Q�7 BUILDING DEPARTMENT l SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 't _ _�THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check `i WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS ANIS SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck.Fire- --- -� RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS /s i TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax _1�c/ Total �- - � � /c SOC - Prepd. RPPLCAN OR AGENT 9S L _ __1��,--- PDCN I _� .i /Jr Receipt No Al7DRE55 PHONE Bal.Due _ y �- Issued By__-_-____—Approved By_-- •e CITY OF TIGARD 211ILDING DEPAP.TMENT PLAN CHECK NO. : PLAN CHECK APPLICATION DATE RECEIVED:— P.O. Box 23397, Tigard OR 97223 P/C DEPOSIT PAID: This is to certify that the attached �_ seta of plans have been submitted for plan check pursuant to the Oregon Structural Code and Fire & Life Safety Code, edition. � I PROPERTY OWNER:_ �- OWNER'S ADDRESS: CONTRACTOR TELEPHONE: L% /- 071) ; JOB ADDRESS: ��; C>�J� G �� LOT NO. s MAP DESCRIPI TON OF WORK: Approvals Required SPECIAL NOTES "Planning Dept. G Reissue OEngineering Dept. O Flood Plain/Sensitive Lands Fire District CJ Sewer Availability U Other O Other Items Required OList of subcontractors 0 Business Tax `) Calculations UTruss Details O Parking Plan OLandscape Plan OOther COMMENTS:-- City OMMENTS City of Tigard Building Department I BY: Q \ � go , kF „�f LC� COd JI \�� f- w :e� +, printed D Pfin JUN 171987 o�EG _Q ,E P 17 1987 fin, A. sa AFt'�P2 E.Nul*-EAING Mmm owill, INC. ;NcuaPoaATEO DATE COs NO. MACKENZIE ENGINEERING INCORPORATED ME 0890 S.W.BANCROFT STREET PORTLAND.OREGON 97201(603)224.96!0 ' �o A,.� Lp/l i �l�♦ ��30r 1n//�p'np a3?i OL! L'�l_� s C7�•I'Z r� -�'jp)C�.^,. X 3�,�iro s)Q!/i ',� S w� o,L - 2/�2.r r)C T, •.fr ewzr S � or 7S x7 x 1,?;fx f� ,'G•_�A A� � •,. ,er� ��/�j��i^ ,P�l�, L•l�fe.tel' ./,s ?�"f Jv- 00 d 7 'Y 7- 9Y --- OATE-J!�-e�� MACKENZIE ENGINEERING INCORPORATED sit Irl—lir OF 06go S W RANCRpFI STRFFT PORT LANU ORF GUN 91201 (50311249560 Ex>', �..iA<! soaox3axl�l', l,7 c)7,�fc o r71 pCSxf'.Sxl-1._iy,is l � �rdi v L k'e--�F Gown tC�A�i )Cit:x�.� > r l6; q 3 BY- DATE JOB NO MACKENZIE ENGINEERING INCORPORATED 0690 S W BANGROFT STREE"f PORTLAND,OREGON 97201(503)224.9560 SHT 3 OI �� fi-� Go�D f(7/•rZr.�-�o)Cl3�x�s ) . 31,73 GXr v✓iQL G .o,est- x/A,!>+'�. 18', 11 � � 10, �3 F Y rE�io.� �>G Tyres rte" — T FL Q le�/b �(fltta+sZ.�(2<.��- .�.� :.i*f..�/ /� �tZ•�".Y �,c 33TS E•�'� `�'�HL/ � o,o�x. !a �> xPs� ! ss/fa2 1� ��??/(llS, )swT% cy /1f Br DATE MEMACKENZIE ENGINEERING INCORPORATED JOB NO. 0690 3 W BANCROFT STREET PORTLAND,OREGON 97201(5021224.955 SNt. r-goOF_ X + ��>�7,5�1s ►9�1'JS, a z k" GX1 r�l�G� � �GLIX .)a �7X11� � s )�• � � / v �j X I i " �- -- By_— ------ r i DATE - JOB NO MACKENZIE ENGINEERING INCORPORATED 0590 S W SH1 7Of 8 A N C 0,)f 7 9 T R E E I PORTLAND.OREDON 97201(503)224.9SW =� _ � s + 4,.T ySL = � /¢c�4e_4) :Z�.z �Z_ l z•e�` Pr om = / F71, / k Li . T z A� X7, 94 47.5 = /c) k z j 17. 1 — 3q0 �s 1'1 L /3 31. FT 4 I BY. DATE MACKENZIE ENGINEERING INCORPORATED JOBNOO..ill C`��--- 0690 S W BANCROFT STREET PORTLAND OREGON 97201(5031 224 9580 BMT I "��!OF L sir i "T_ 'SINFORGII--, 4I,, (GASF_ VL•� e U Ot;) 2 +t'9.+%jo-6 FT �c..( = pL 1 Sok + alk u � 1 _ Iw – 3! 2.4) = 7 43.0 Nu= 2ZL74 F /11 �. S (¢) Vt fss = /�r+,H = 1 . a, =.�9/NT/ir ai U 5S- # J; � ►z"'o•c • I I I rl 4 a GA sF z:(L L + -0 ..) PLA ¢Z2 k Tu - 41-7- C�Tu L 1111 [ 14 .9* fjS�� 11'�E LOiJ "-dA 0L5��.'� ►�2 f r^F hcFk, iv i ZIP p Z11 u STST-- p LTo ( US rr-; 1 8- T E_L 6 o"1'i'o Nt 14� A � 2. 09 \1 Li Z V2.s e (.85� = S 4 129.E Cltzc k O t�►,� l.Qh s .�v = 193(1_6)s 3.DbkSF02c.)//C- -4 �/C- = S �CsF Mu = -4(41 L ¢O k-Fr/ FT IJ 1 �� f �•-fi 9r jw f�— — �r`� DATE MACKENZIE ENGINEERING INCORPORATED JOB NO _3 0690 S w PAN(F3()F-I STPFFT POP!tAND ()nF(30N 97201 ('4)3)224 9560 SMT.FtG, ? OF _. 1� r }—Ve) T I � I BY - - DATE JOB NO _-2-4Fd J�— MACKENZIE ENGINEERING INCORPORATED � , 0690 S W BANCROFT STREET PORTLAND OFIECON 97201 )503)224-9580 BHT SOF___� 2 mmFJFjKjWffWmmmffW �N Zr_aa P��2S VNiz.T, w/ 12" ST4 rfl (LIz. DATE 1 - 14 Iz-n .1� JOe NO 1 , r — MACKENZIE ENGINEERING INCORPORATED f-t/--� 0690 S W BANCROFT STREET PORTLAND OREGON 97201 (5031 224 9560 SIIT"�*"�'�OF C �ca T A ALL Rg : 14 + 2,; Z (S-Pty1 �� _ �5,r-,"/Pr , so sr. I D W = .loo(.6) 5 4- ,t5� -�3c2�+ •�?(�� - I.�Z i �� P��v�. fORG�c. R�Q'�� `.c . 65 S—.S3)= .3�7� /��f,'.11,1I •_'i�3 2- J46 J46 Z)/-- -. .3 \ ,t'D Tz' �T�. N F TLL c S^ tq AG,A1 ,ti 5.. 5,41p � s . .+a4 + .54 / .GsS 1 .57 7 1. 5 :. oh Ft.a ,r u r-.r— (tv 6..A Lt-/ M U = /. 7o (s a 4'� U L71AL D6 DAZE ^� - -- •� _ JOB NO `J MACKENZIE ENGINEERING INCORPORATED mi 0690 S.W BANCROFT STREET PORTLAND.OREGON 97201(503)221.9680 BMT' OF _-,+ C,c .. -� '015f zrl /7.-9 ?1f Cho .-•1, J'y> z pry/�•��i!<�=z�.�X;�-•/o.� � � Z<f'�� ,� r -- - By OKE E MACKENZIE ENGINEERING INCORPORATED JON NO 4'0-5- 0890 S W BANCROFT STREET PORTLANC,OREGON 97201 15031 224 9560 SHT. �/ OF _ Vr Z'�k G� 1i✓ x ,/!} x v✓ — o. o �� v✓ b✓��nj si/,�G'� ,r �� z 2 50 v✓lei 1l,yZ s xr . ; ,t 2 0 Z7 2- Dov/` Zro 1Z�Z J33T 6o3d 1D4.9 BY i DATE JOB NO MACKENZIE ENGINEERING INCORPORATED / r� 0690 5 W BANCROFT STREET PORTLAND ORE JON 97201 (503)221-9560 SHT r` OF Y f r � . Ilk IN 7-Aw tet/ ,.✓�vlp G� By DATE — Joe No. MACK.ENZIE ENGINEERING INCORPORATED sw --3 of 0690 S W SAVCHOFT STREET PORTLAND,OREGON 97201 0.03)224 9560 h � l V-,Oq 3 _ �o•S A Gv S -� X77.3 is,.�jy�xrrt'-lo.� �AZ,q r ( } �� 3. Qj ,/Sr.�x�Y 1�73r/o.6 1�,`�ss•'.�i Z,g � , G 9.Z� �s /2 /1 r _ Z 34 rr Ou a BY DATE JOB NO. MACKENZIE ENGINEERING INCORPORATED BHT L Q OF — 0690 S N' BANCROFI STREE I PORTLAND,OREGON 97201(5031 224 9560 n ilk _ Y '! - 61-0 y `_y i Sr DATE ,p _ Joe No. MEMACKENZIE ENGINEERING INCORPORATED SNT L ,f OF 0690 S W PANCROF1 STREET POF TLANQ OREGON 07201(503)2^4-0560 s 77d ZQG fie" 7�G. z y ' ��•-� f• �G r a3o-2�, �'L��/�� G�i✓•rF�' OLS r.'%''.:;� , DATE Cl` MACKENZIE ENGINEERING INCQRPOnATED JOB NO tjw`—"q3�?'S� J690 S W BANC:ROFT STREET PORTLAND OREGON 97201 15031 22a 9560 SNT —L .O-OF _ L l!511 i 7rQ1!�i✓ _ G ` By DATE ��? MACKENZIE ENGINEERING INCORPORATED JOB NO gfi90SW BANCFOF'rSTREE I Pi?RrLANp ORF 30Ng7?0+ +.5031?749560 SHT OF . J �o �a o ► s`• r� WALL- �� ( F�w�;�. ► � `�' o. �.�,�r��-��., V( Fes) QT : 14,t( A 2.bo 74 6.1 47.13 G .4�- - ►z ; 4, - , 5 175� ,I .a• "o.o� 3.0� p - Sz 1 G3.Q\ 27.S TO ME 7KLA ,d 17-+6 51.0 Z3 -o -7 4 k By DATE - --- - - - - JOB NO MACKENZIE ENGINEERIIIG INCORPORATED 47-6 0690 S VV BANCROFT STREET PORTLAND ORE13ON 97201 (503)2219560 SHT _J.iLS1 OF ifn S l-t r--A R 1�1141•.L A• 1t $ dl r.1 �� SHtiP•7,� yT� 6. St, V& ` -74 S L'77 `/ Vu � k S, I �t� _,tea •VJ =3r 2 3I. Z- f, ... r E : (Sq/�.4,27 `` P PwnL� P>rcrc YFty /rc't�(b2/�t s1+2•S��?� (22)� = 102 ,�k Z9. 7f, — -��- QK�^ 4' , -- I I GT .M — Z3( 3o-E,��, MR= II ( I�,z.`+48 3 + 9.'7+ ?-`) + Z0( z3•9) = z$9 h FT 2D V y F5 64.'$,}- 4¢•3 4 -9.I+ 3 7. 24 9-1 k-Fr �S. = 2453 T .r, ;, o1K 13 S` 5o 1 c. PR4 Cc c,p-'r, JA N Ao-S+Z(23 +(C-1.8) s By _�ddh WE - -- - JCB NO MACKENZIE ENGINEERING INCORPORATED 44T- '!NT OF 0890 S W SANCROFT STREET PONtLAND,0RE01)N 97201(503)224.OSW i r = 3 (3.7r,) - II• 171 Z:) - z- zkst= g.wu. =%.33 =i.2144; F 1 N FUS i r- F T I LT - k. X 1 4 F-- G a,.► �T ►� T u t�1 I-1 ",-) �v (, t t:,..,..D S� t T 4J(9) �• 1 _ ?r 1`-�� r '.}"_ ��a+ 11 SCO f74 rj _ 1 .43( ti _ .,16) - s�.y E. \ I L� ,- _ , 7.4- F- 7- ----A .4- .r-A 1...A Gbh S'I V--,,. r � . LQr4.t K-T"�• ( Y 2 7 41 to -4.3 2 I w -- — - --- F h - z 2 GCo} t.3) ..�:" X , "3 rCLt�. t S_ r Lu �. fly DATE 3,0-5 MACKENZIE ENGINEERING INCORPORATED JOB Noe IB 1;3 _ 05Id1 90 S N BANCROFT STREET PORT OREGON 97201 1503)224-9560 BHT -'O OF � 1 S S."k C _ /�-S , -. = -,�_ G k MIK f�,fr, ., F5 DF_ ~1 4` M z 'i.4(�i) } Q.2 t „ !' ff fl.•exur.'i6.L. -STEP L R,,.i 6.9k rLJ 9t �` 7'q�1g. + '.q �9+Zi.3 * zi.t)• 1196 ( Y'5) - -°4 c%w = •el,05)t+ .7L I-} �-y��) I - I I��I:1 z �{ ?k-FT (Id� ADD <t,rec Tu % (4-43(77(.)- f3s,`t 4) � ;) = (�Ol� 4s Z �Lo / 6x�(.9�: �.L �N� (A T%AL F Vi 0- e-T, C.)(Z ) + (7 .4 t 2�.1+ 3 + +a.SW �- ••'.- ` - '-�, Imo) :. r :7-':Y. '� -1- (0 _ )7I.� S,,�L Q C 1� e :. 14 0 0/ 2 3-�(z� �' 7 5 • -I 4 + 2(c z+�7.3�+.945+ = 1 c I�1C�� F � . w► c-r(-tom SA y 14.S' e,,k < `' = �� Z ��J�G-�PC7.6.� l G _ • 7 ? k4 F_ �(. SS l• �3 �SF UK DATE 7- 7- a7 JOB JOB NO. �-u ]__1 MACKENZIE ENGINEERING INCORPORATED ,. � M90 S W BANCROF1 S1REE1 PORTLAND OREGON 97201 (503)224 9560 BHT. OF Cr o Ar Vol k 74-� _ ' $ 14 2 D FLoaR Vie► od t l e DATE �� MACKENZIE ENGINEERING INCORPORATED .IDB NO 1:35 0690 S W BANCROFT f i REET PORTLAND OREGON 97201 1503)224-9560 SHT OF—_-- w� s S I-+ fz-a R W A S L- Vv 7 k - p,Z% ¢--� 6 + 8..00 17.3�� As AMiyt Z/ i �i C 1.4S USE I � I PROF�v ?GIN F� �f co) E NJ vG�y 17 ygM�CJ R AF�� DATE—[IJ—_L MACKENZIE ENGINEERING INCORPORATED JOB NO 2 � 89G SHT OF S W BANCROFT STREET PORTLAND OR' GON 97201 (503!224-9580 Lir"l� Lv ills y \ kt, ov lco ct, r. �X /o pip 13 do, \C t' �{, S G ��' C� �. Z-W 3� ✓.z Cin.J �E �.^.:_�'_•,�) V 5,_n 4'1-1 P 5r i_1 U i-•+ fill )Q11 _Mr)�1.i.:-% d• .ar' `� ` -�,",rr1e rJ� _ 5�+."1 +"c' l C,'�i ' �T1 �r-- C• tia5 �_ LOf-.•r y � — r=te MAx ai-+- - .b- L 1 13 . 1 l + -zl — +r..l' O� •� c,_ �: .. Sr3t = Ft :L 6j By DATE JOB N�Ort _ - -- MACKENZIE ENGINEERING INCORPORATED smi �y I OF OE9U S\4 HANCR!+F SI REFI PORTLAND pR�GON 9720 1 774 b b + 3-75 �� ; , 0."1 u s: 15,aS k.,, _Err r W%C-7-� ,� T�� y � _ \s.�a,Z• ..is = 1 .1'3 Ir-Ns•�.�G," yS Tk 5.0d' Amy, . A C_T� cp z 1(-1 G c. 0 3; 1 I -- p 1,, �� DLG .../,— _ By 141 1E L DGDATE �2Z. 87 IMACKENZIE ENGINEERING INCORPORATED JOB NO L9 _ , al J 0690 S W BANCROF 1 STREET PORTLAND OREGON 97201(503)224 9S80 SHT OF TO'r HbR�Z. V.4E�-Ar_ . Vit co 7 Li ,S _ 1� 1•+ � �� IDET- L-Ec. Teo w►/ At W.:.A � �-^ f ( 1 � e U s IL a f s p�-/ r� _ 'j i��1�'�j4,1!''1. : •l/G L � E . i/fin ` USS : �JIGc 31 4 �dM \�/ ---��.� ►'i_�M OG`�i C, � � --- _ DATE 5 — JOB NO. I MACKENZIE ENGINEERING INCORPORATED oF_ 0890 3 W BANCROFT STREET ROR'LAND,OREGON 97201(503(294.9590 ` MOM�r `� l `�1-+�A f� FT c. tis. f:T \- e\ Mrd t .tet 13� I�Z��~_ �Cj �• FT iL 3 p_ti,' c� S�c� r.n off• z z J�s W 1 co 1 DAT E �1.�x:.8.._..1�F1�-f__�_— �`,�•z,:�r� _ JOB NO -. MACKENZIE ENGINEERING INCORPORATED � OF� BANCROFT STREET PORTLAND,OREGON 97201(5031224-WSW SHT H 'i ` ►JOiLM A� OF r. G ti „- , co t,�c• PAT c, u. �►J�=-T_ 1�0A_ 10=x- M p` Coco(-i I Sfi l "1 �.FTc.r� cr�►.��T . _ Z3, FT I s o+ z.8) -7 .�• 6 3 / -, �: s C,o co.i l..-l— EFF r-• e G C) 0." - 1 v b + lQ.�iC1 .r Co,+.] V b• ti so' 4\ 7.Cos 1 OJ b q ' moi+\ _ . :A-O �``-�--- O '3'-t IS.`g1o.s5) tea` = �c. 1 3o �1 z� "- t n,��-► -0V- ti By DATE ra I 8 JOB NO. -� MAGKENZIE ENGINEERING INCOPP(GAATED sNT OF r)fi90'i V4 BANGROFT STREET PORTLAND OREGON 97201 (603)224 9FiEC r M C�ME.►�1T S M opt -7.S�G`�\a1L= e �J• ci ,G�� -1 .c)- " c� 3�V ' k%p,-7 64 10.-L- M� 8 T 1. M O O L -r,��_ �� 12• \0\ NOL t it�vl �3d1 `n a.� � H 16 C3 � ' 0 , 17 -A -w O . 6I 1 `1 CA vsa- W I L-\ x Z'Z A,-,-c- OC-c-k,= C. o PLL"� _ J`-J_ L, By -- 1'7� DATE JOB mo 2 P, � 5 - MACKENZIE ENGINEERING INCORPORATED 0890 S W BANCROFT STREET PORTLAND,OREGON 97201(503 2.a 9,60 BHT. —_ OF M< p��►..it71�1L, Mc�ME1.7t'� V nn a r 0 � bti,� 1 ter. %L MOt-` 8 TL Q (2.C�.T O SGC.• M OL7'(, Z TQC{ 1r.1 12-'= ICo �a16 p w c� l a� l 93• fol � ��^7 may!5i?..1-1 d • `°:�g ��J W 1!-x \Co (3M GO Q C roz.-r G. ti Z — Li;L,--4 n1�G z W 30 -- _Lv +r. 01!:- ��r� 3 L �� STv�� AT 3Co1� O•C. Joe No. MACKENZIE ENGINEERING INCORPORATED ry 0690S W BANCROF1 STREET POHTLANO OREGON 97201(5031224 9560 SHT OF-- M�JMGIJ-C 5 Sl.-1GAYt . ' . Sties 31 :�-H_ s �y 0. 21 3 F T • Ne- moo G- MOo \y IS�i ^t. �,!• 0. ^�3 IGC lBB .CoI - O , 181 rJ Co O\ = 11 -c1 1 ��. + 1Co • �� 5�� O. ZG.Z �►.� oiz- U5E•, W 1Z* \LI LO► .)C-, LAz u — y 3/" ,, A-r t BY DATE Co 1 118 _ MACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S IN BANCROFT STREET PORTLAND OREGON 97201(503)221.9580 SHT FL'8 OF )M�57, 1- �= 2.q �`i - 2 � �3. \ t \-* 0 2 I oM_____--- P = -� l-I.Sly ��1��•3� - 7.pH DU P 2S. pz 21LI PSc(6.6� Pa a ,'��t \,8� aotL,z R` �U � 5 'T-L. 61 .3 N' S s d -b• -I M, p -1 .00 cJ •• 1 l u l O.ZSL.=C+0 3©( �z� e 3r �_ t 8 �►� �'G-rr. y yts i>tiQ . UA PtoL-7I�) ►' L��'a n _ Byb0 IirL" 11 \L DATE / 1& { �, - ------ --- - - ---- .. ---- JOB NO MACKENZIE ENGINEERING INCORPORATED BHT.L CC'' � OfQo S W BANCROFT STRECT PORTLAND OREGON 97201(503)224-9SW (�L OF Goiv'7 D FRct'l 1 Z Z. es rp IsC:� 1,L1 G� SSI GA l l _ 2�9 zo. I Is c Al? = 2 S.t L� . .41.4&1 so Y. 7 By DATE / IS / ) MACKENZIE ENGINEERING INCORPORATED JOB 140� _ ��/� ="= _ 0690 S W BANCROFT STREET PORTLAND OREGON 97201(503)224-9560 BHT L- !&or _ J {�t f For cao fL.0 F ( 2t f A e,�Tr-1 51 tJ ES1 TA ASJMi� Z.S _ Gl r U-- J0 PSF �+�.(ol,SO� = b0��'' Gc�►JET \d :o�`le O = 23 .1 ( 1 + Wil : �o•t e v c.0 '-10ME.►1T P �' P M = -7 L4 .S Z.SI,ZK .CTp`+` M �4a lZI-I r-r L� Mte HBO. P-� r_� 51=� ►�n o 17 0.Cos i r4 Z Z -2,A(DO Erg! NGrr� e.c%c� -z-z.� IN y� = Z� .1 -I -7. 5q ��1 � ► = 2Z,1-i ( I1 ,��1 + Z`• S(Z'1. \-1� 4L4 .cl d.s = -1• (oZ�►.� y L 1q . ria 1N r� y Tri Z\Op + 2:1 .y`1, Zll s='1L _ �-I C.q-1 1►�" = _1 to/r 76 . x. 34 T By DATE MACKENZIE ENGINEERING INCORPORATED JCBNO 069C S IN BANCROFT STREET PORTLAND OREGON 97201 15031 224-V3W SHT _OF 30' Gi20 ( $ MS BaIck H \ 1 Wc.� SHEAo ' _pk, U. C AtAf�Grp �0�•-3 1C�U �Z�c� l . l 3 01'' i,. S o\` C-0130. G� or-- Cl.�) s Sco k r DATE — JOS NO / MACKEN IE ENGINEERING INCORPORATED BNT EL--�_(IF0690 S W BANGROFT STREET PORTLAND OREGON 97201 (b031224 9500 M L� Z F -:F" D1�t -70 G 1120. S•v� _ ,Gy - r-r =0 t:. ��`�T \O PSF pL3 ZS �sF ;-ao/��'►S/ GTS • (cZ P='F � �3�� p0 2--b1 ` 1 + 5. P''31 �o `- �� = 0.ca 2 xL L GI..F -- r '� S F i 7.. T Maw = ►3 . ��1 �=1 — �.�� .�`, o , zz` 1 � z i�,o .o`� ' "- >,� r_ o ��`le llll:l * Zl� �3�,3�► _ �� , , FT a1Z-A ICA 2 2 Py _ IL J 1� — — JOB NO 11 MACKENZIE ENGINEERING INCORPORATED {� I I o690 5 w BANCROFT STREE1 PORTLAND OREZ)ON 97201 (5031224-9580 SHT L, OF — I l'O 1F n r -r iii By DATE Joe No r AIIACKENZIE ENGINEERING INCORPORATED 0690 S W BANCROFT STREET PORTLAND OREGON 97201 15031 224 956' 9HT Jii�2�OF r.. rJ .JL yes ZC�•�3+ �� I. v'.� s %�� \ ��J � �M �\ � i l'-+ .—1 - 1� 1 �-t. y _ '� I U�y Z-l-z t .Er l+ ��j. �Z�►'-►w-I-I I U =Tf� J � ` � i r, t=ai�' � � G,..� �' �'1` �� .�. -� �• -4 BY DATE - JOB NO — MACKENtIE ENGINEERING INCORPORATED SHT fle-19-OF -- 0890 S W BANGROFI STREET PORTLAND OREGON 97,201 (S031 224 9560 1 f IBS U11`�;EIZ AT .�-•T<'-ICLIti)GlJ`. O l_ = � ScJ'+r3�t'•,r�5 (o'Z 0�r Q•�. Z3 , ) ` i �- � 1 L_ 11 .25 (2Y f mrr 2 M= S.C�'�l� ��1 = —Ot_ M • '.J,4 . - }Ja .1j .FT M 1C7 rt..t.. M " 4.4 je `( VJ 1Co Zfo ( F 3S C.4>tt\,7AAT r Z 301 �" S 38, '-1 to ati . 111©1L �.Com.$ l CmU l �o I l = U•�_"'__� �.l Z LI, 1 Fo �• y�.) IGU � �•1 J�l:r W 1(s Z.C. li•.r C.rMC�� By ;,l ►J DATE Soe No 7 MACKENZIE ENGINEERING INCORPORATED = 0690 S w BANC,7OFI STREET PORTLAND OREGON 97201 15031 224.9590 9MT.� F OOF �wr .9 1B "Z z by 1 L _ - ---- --- DATE MACKENZIE ENGINEERING INCORPORATED JOB NO � 0690 S W BANCROFT STREET PORTLAND OREGON 97201(SM 221.9580 SWT La_1!OF VAJ rl T, V TAI. f) �A 4r7 z z 17.q.,; 1-.9f, lx;) > -7 -Jo ? T- x gn!,-, vil 747.41 L I.a (212+, Z\ 2- Wil-FW-S7 By PL-,ag tN SA \,4,tE JOB NO mMACKENZIE ENGINEERING INCORPORATED 0690 S W BANCROFT STREET PORTLAND OREGON 97201(503)224 9560 BHT FILJ.�-OF -4 •;-r � �?>�'• � X9'. 1 ) 1 �� L9 — y7," � . � I �P1,� A Cc"T&., S — � � I t z 75 r o Z rt T 9. C ..•�1 - a'� I /7 r r tl - 114 l )• �t` ' - I 1 •= I 'y - a -T` 4bpL: 5. 7 CA LWU WBy I � r11 OATEy JOB NO —e�_.� �— MACKENZIE ENGINEERING INCORPORATED C 0690 S W BANGROF7 STREET PORTLAND ORE GON 97201 i 3031 224 9560 OF__-_ L Fac•_ � r ;�!�, ^� � ...A J - L fit _ ��3 /�-� , _��-1•) �swl _ .'18L" -�, X/35 i FLF Q� 14 r—F % _ 1► gyp' �' t L I >r rel � , ` � '�4' � � 1 >~DC�', .. � c: x-�t.`► w ��-----a 4. 1-'— '- -7 r - kT�.- i ol L E. i- - � '-t' = i _ " ,f C• �.�T Rt L S > = 81.!j A �- 13 Ar zcp t ��: I Z''• v \ =q)i/ I bp( Z3aa 430 `� �s� j�,)��/.c - 145 ►74 T W 1E By DATE JOB NO rl MACKENZIE ENGINEERING INCORPORATED _» SNT Of 0690 S W BANCROFT STREET PORTLAND OREGON 97201 (503)224.9560 `�_ 6 ,Grr 591 gra Z°l(0 • 94 QTR = 3�5 7 -7 X 9t '/ic A _ 2'7.'7 -2 5 -7.t 2- { 1. �1 / 27.7 2 - 21. 5 32-IoV+ ~7.1 ( 21.5 - 2 + 25 I ZLS ` 7 32Z 325 I0 5r*-A R V1, = _'7.7( 3~) U' 7E- e = 29:/ 4 2- = I I C 4 F.r, s 05/*1' Li 11 E • V.1 2-7 x �4 L LJa."►� L�_k_GL[' 1 --- DATE--7 _ —L_ JOB NO ? -, S 1: m MACKENZIE ENGINEERING INCORPORATED 0690 8 W BANCROFT STREET PORTLAND OREGON 97201 M31224-060 SHT l ' '�-OF �t �+ I z �1= �' 1 iltik2l — � Yr L� 1w �t_ Iz� x / �Li C, ., �J 1 K 2 Z I 7' ,I QM �' = 15 l.J_ (, r(?� = 37cpfi.r f `.� a J y 0-1 ra 7. + G(I�� n �5� � c�5 r� lel 14 x Z Z 4 SL 2k a u g� w PAS rz�, �� _ - ► q By DATE MACKENZIE ENGINEERING INCORPORATED JOB No 9 55 0690 S W BANCROFT STREET PORTLAND OREGON 9-7201 (1503)221.9560 SHT J rpt A � � _ �3. '— — .. — 35. 1 .• !�-jK �4 Rr. b J / Q el P, FZ \ • ?-` ' � f � 35.111 !1•S1+ 6 9 - + 7c ►: - 91/ 19z F; 4 �'= l'1/99L l.0 � >� t + 41 F. = 5;,lf5 = " •s'•', J P - . 33 -4 /.ZLI�4 ��- 1.50.2( 1 -7..�� _ �' �� '•. 3(.�,)� `?) — ?.q t: . . vH By _MW VSE- •S - - " - .. < i � \ , .' ,l �, 1i1 � rLoo{Z Cd; A DATE G"� '�►`'' c ' MEMACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S W BANCROFT STREET PORTLAND OREGON 97201(503)221-9560 SNT F�--2 OF ti Q U b.n 40 �;- r G C (K L IK bC • � .--D � �� O"C ��r, LAAO. 1 , • 'vJl(ox �l RooF Fa-A M ( N. pF-aa L.JA10, �c�RING� s/z, ,a ._ . _: .c • , o �� J� ZoNoi-( TE W/ 24 4A . Esc GP-3Z)24y L Zi .Q f�5 � T'L 5J7'-4. ca-c _ 30/1 WTye. = 3q4- p�F T '~ r 2-4 wry= '3-7 Wll Use Z4 (�, S 7'-6" cv _c . poi' Zy � • R�- � ST SN �'T hAnr JoiST / Fe4�++,5 fAc T z� ' yJ►.` x ZZ ��E 431, -,-T LJ E 1�1 Iw 11 + 14� (A3 �v � �= s � ca �i40V T✓ y ;CJI2x IAr _ -PA cr-T'�U S ao aL � __ DATE �o ri ti�i MACKENZIE ENGINEERING INCURPURATED JOB NO 4 „� O69O S W BANCROf T STREET PORTLAND OREGON 97201 (503)224 9580 SNT �.F_ 1 OF_ _ t R= IS.Sk Wlbr- o Qc =6.6 u= 7- T !! LG J W l S x SO Sk '� ,S�'.� I� � e�J r^fit 7, J W 2 I x 50 5,� - 94 T-X = '204 p E T-I,-Lr- r To 1V , W 2 50,, ., pt` c 19 /Otaa c _ .8�5 --S1423 At 7-79 /zi . s3 = = 4� / p _ \ 7 4t us r- rx y : W ZI x4� p 19 10 S to) ?l est" `'q� i•� B`e4 �7- %= 4� + 3 5 = `� P t_ 7- J. a p 68.4 10 �� - �. 5� - S.Z 18x, � - WISK40 DATE_ JOB NO MACKENZIE ENGINEERING INCORPORATED SHT � . OF_ 0690 S W BANCROFT STREET PORTLAND OREGON 97201(503)224.9660 i r 3�1 (o56PLF Qp = .(/- ��L �1 _ ;7 -1 2' \,NJ x4 0 4� 1 �ti� .: CC K G � It-it LIM 1 s.zs k -1 "2- Ink = 1 x yo Zf c 989 I. 1 , P3 A � 1 41" A< 7 ►' `l Art• J31` I I,•1G1' DATE - _� JOB NO v 39 � l MACKENZIE ENGINEERING INCORPORATED SHT F,r OF - 0890 S W BANGROFT STREET PORTLAND OREGON 9-201 15031 22A 9580 i mi 4 = 3.9sk 7, C 9� PA,:TZuS? (�U C om,_ A - By - MACKENZIE ENGINEERING INCORPORATED JOB NO '3 Q;;_._. 0690 S w BANCROFT STREET PORTLAND OREGON 97201(SOS)224.9560 SNT g-�9! OF f Pr�aok �S°��• b �D� 993 s IZ.c.o h ?7 IZ G TiL- : 15(o112i1 � A Loa L.js tS ('I [ 1 y1 BY.- DATE Y._DATE ------- JOB NU MACKENZIE ENGINEERING INCORPORATED 0690 S W BANCRCFI STREET PORTLAND OREGON 9'201 1503)224 9560 SM1 �-� OF.__ r.Z A_ 1 Res /.•1 .,/� ..)I. /�//-,��•�' ^.'.��.`�/ Z✓= �'�� `�`� - '- zi _J IL �.- I. 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( � jaw _ � �.�5f •f ; S7 L3u 5, By r-� - DATE MACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S W BANCROFT STREET PORTLAND OREGON 97201(503)2249560 SHT OF i c ��G-t � 8-I � E- -3 '�- E-•'h LLFLP, Ips prix 10� . ik 13.2 ' -F- oa CA��-- 2 f- L LSF,, + W L 1�� 12 •O Lti• F' - W L-S' N B'9-4 C- I-or Ru-7 To F6.00R SYSIV F W I ND L-A A- CoL S ZT.k e . p t DIST• M0 1--'l r- (,JZ S o w CAS E 1 1;.t IHorEN-r i IZ t I , i`-s �+ P = Lock , Mm�.9►- -T- = 1 ' t,�,.-, M pl - US, ' DATE --- — - -- ----- ------- — JOB NO -� - MACKENZIE ENGINEERING INCORPORATED SHT OF ITU 0590 S yr BANCROFT STREET PORTLAND UREOON 9720115031224-9560 � Use ; „ t + i " " --�"•'fir 7�. 5 1� �� 1 'I I'..� � F X G �� A — �� f � C. ".•..1 �>, �'" 1:—.=.-.: MJF Pi - X1. 5 I�,' 3(.4?j + . _�,,.r/�� . 1 I: I_.r 1G• i 36 t M 1'. f u'A� T'� I � ( �" �-'•) - 13.3 �1 e-re << — •�t 1 k � ' = q I . + 1 �� 1,( , 4 `��}-• 3?.�•( .ti �,) _: (41 Grp 17 DATE-_ t -1 MACKENZIE ENGINEERING INCORPORATED JOFINO 0690 S W BANCROFT STREET PORTLAND OREGON 97201 (5031224-9560 SNt �'�-� OF J M � � X07 IfL .. .• c , pieta �I L�f 7.Is+ 2.01 ko.r F4o. . 2 1 I sC.. LL _ 5- , I. '3 4r 1l7 PLL ti J , C-r-(�, t,E tJ •� 6>;A c y S r VE. 1+•1 CALI CA P = 7,/, � � - "l 1. Y� �►• 87.�� ,f 58j = 12 O 4` � 14"G •'• G{-� T � &�,<4 0/z_ a F_T 7 x S C �� G 1� r'�' a.'G. i•. ` : A CGS. STAC' 5 + 1S+` f l = 3•�� ( 54� = 171�1 26F 1 144 r QK. S� = s. sy —r, 'q/` L .►S 4y' «r C 7)ZoZ. DATE MACKENZIE ENGINEERING INCORPORATED JOB 140 Z `E; 3 95TLI 0690 S W BANCROFT STREET PORTLAND OREGON 9720115031224-9560 SHT OF _ GOkCIL krCA ED S-rrassa5 P ccs . f 1 �•3°J `��- t` �•7-f .� � � � 54/z +ate _ � ? ( � � -�� • 3"�) _' 31. Zr. 5 ' 13.7 k.- d /.5 A -- - - ---- -- - k•Y--- = l DATE � 7 ----------__ --_- ------- -- - !- F�+�.1��--_ MACKENZIE ENGINEERING INCORPORATED JOB NO O � 0690 S W BANCROFT STREET PORTLAND OREGON 97201 16031 221.9560 9MT CO. t OF_ r Cain r� iZ Gol S 71-7 117) vV, ILI S E- .7 S �0' A 4 Br --- - ---- - -- - DATE — MACKENZIE ENGINEERING INCORPORATED JOB NO '� 9 —� uFao S w BA NCROFT STREt T PORTLAND OREGON 97201 (503)224 9560 BHT CaL- 6 OF r C. /? i � � . 35 (3.) = �G3 � �� a: 12.1 tRl : R12x 12 � i� ' � P� � R F,. � (3)= ?. 1 rl �L Ar�4c /7;.Ij �.:2 — I'f`s 6 -- IL8 t� IZ *. /7111zxiz. 16 • • (, 1 .� I.L.' it 4 t \ I^ 14 1 2'Lfd i i -- -V6-A By 8 GATE �•c �.. I3 A 1�� `� _-- JOa NO — muMACKENZIE ENGINEERING INCORPORATED S,T u0 Or_� 0690 9 W BANCROFT STREET PORTLAND,OREGON 97201 1509)224.9580 / �J 24 K 6, '.�) "4< S5 a�2 ► G = G ( TA T��-�. x 1 54 I � � h . + w F:.L-.V M + I: + I I IIIA '+' o L- . W Z I � e =Z.S d3 06 1. I Tr, S.A Vj fiY3, 6 L vim"1 I I I GATE JOB NO L MACKENZIE ENGINEERING INCORPORATED 0890 S W BANCROFT STREET PORTLAND OREGON 4720 503)224 9560 SHT Of _�__) L� s 13.aZ ? II :. o1, � .. y ��7" jA S-_ 1my -- DATE. 7 ' A - � �— ------- ------- JOB NO MACKENZIE ENGINEERING INCORPORATED SHT __ _ L OF _ 0090 S W BANCROFI STREET PORTLAND OREGON 97201(5031224-9560 V LJ 4- 1 k.7 k.; F _.------ By DATE T- T JOB MPCKENZIEENGENE ET oRING�I�NCORP oR�3ED eseo gH1 - ;�69U S •v BANCRC? I vo 7 j - 2, C) IL TO i �.,, . - 1 ' CSG -T Li 1%V. (1A, t WELD 4;7J' --- DATE? JJS NO - MACKENZIE ENGINEERING INCORPORATED 8HT OF 0690 S W BANCROFT STREET PORTLAND OREGON 97201 (50312;4 9S60 ' I , 4.17 74r, 4)L — 4.111 � x.69 k (l.c: 13.8 '4 COIN 73 Z.zs P2m 17.E K .-.5) 3 5 JA = 17.6 ( 5) SS - _ M = I TR = tr-�' ` SIPS �u — I1.1 c' DOE I IN Fk Rot c-'f I o N 1. 37 7 1.0 Nd lrt4 .79 , G3 14 DD 1 E.D6 C. ST�p BY til �._ DATE_ -7 MACKENZIE ENGINEERING INCORPORATED JOB NO Z a 7 7 0690 S W BANCROFT STREET PORTLAND OREGON 97201 (603)224.9580 SHT — _��OF A LL G-,, 4-4- :►�' �, , / #0 rte' 47 21161 I c> LJ - 5/�II T �, 411 W.S . 11//R /� " `G f/z 1` .� �'`�1Z_' �r/ .:.La_ C•C ,./_i.I DATE ?p I�•'�g�,� 21�—I LE MACKEN.?.IE ENGINEERING INCORPORATED JOB NO / J0690 S W BANCROFT STREET PORTLAND OREGON 97201 15071 224-9500 BMT a&.mOF )ALL r Jtjl�i! 3 (e'er• '�i YZ T3 Ly1. 4_ I, T, 24.E^�` su :0 k/PT fL i1 M lz IILX 117:G By � fi.14 E1 ��1�T - 1 msµ` -A I,A_L N fjq DATE -- JOB NO MACKENZIE ENGINEERING INCORPORATED n690 E W BANCF`C1FT STREFT PORTLAND OREGON 9720' i501,,i'4 9560 $M1 __ J" OF_ DRA1 H Tr-,', ; Mc .max S T R y C It I . �C 'So) jti c7x � n FLc V AX ST 'r A L.LS -To (( .43) =� 2 •�1 As 3S oll A. LL WA��- 5 Ham- a� -tR�c•+S ��Z WXLL �— Sr� l : C.) = 'j c „T„ ►�\ '� —--- — By 0 1-4 V. Se'r �',�� S DATE JOB NO. — MACKENZIE ENwINEERINQ INCORPORATED BMT - OF — 0690 S W BANCROFT STREET PORTLAND OREGON 97201(503)2249560 r � _ V --Too _ � z J(� 1 r�~ r+ DATE JOB NO MACKENZIE ENGINEERING INCORPORATED BHT OF 0890 3 W BANCROFT STREET PORTLAND OREOON 91201(503)224.9560 w . ,7144 LJ R. V / Z 5 W/ " ✓s '� f Inl rc ✓ F �• i Grp ,s ► o F rPA iS -�- °f.2� � a TaL ►.4 � (" " ',�< 13 . 3 k I JOB NO MACKENZIE ENGINEERING INCORPORATED / ��-- MM 0690 S W BANCROFT STREET PORTLAND OREGON 97201 (50312,24 9580 BHT y��.y�(JI(OF me- 14. 4 7 r A, NA LL fA c T 3'/ DATE 4 MAC'(ENZIE ENGINEERING INCORPORATED JOB NO 0690 S W BANCROF1 StREET PORTLAND OREGON 97201(503)224 95W GHT OF ' 400 i LF � = q • 33,3 t� I U r �; T 4x . r L � I =41 :7" t� i �' Sea I�.. /; r , C..'�!3' �1 56G ti+ � 4•�/ MA. Ad 0 _ . 0 :_ -I•e = 17G �� ate! - �7- 'm Not 7 Oki s , L1 Sr T► 1'rs acv r ' - - ►.; rt� ST S - 6.141( If. F w c 6-;) Q5 :;!, 4Z"�. 94Lac -, - . oZ DATE ._,� 17—GD MACKENZIE ENGINEERING INCORPORATED joe No 1 Z_ S ?, 7 5 0690 S W BANCROFT STREET PORTLAND.OREGON 97201(503)224.9580 SMT L OF-- - -- --- G P 32. LAl F. A ', ?�'t P_?` Ic_ 27 57 fl4ro U 5 �. : G P-32 2 h 4A. S H E F"c 1 P6)14c14 5r-AYVAs vN� nEMBcR_ 5 TA Rp u1 S DATE JCB NO ---- MACKENt1E ENGINEERING INCORPORATED BHT ,��OF 0690 S W BANCROFT STREET PORTLAND OREGON 97201 1W91 224.98x0 34 --N i r\ ..................... BY-, - - DATE-..- - - - .,OB NO - - MACKENZIE ENGINEERING INCORPORATED BHT _OF_ 0690 S W BANCROFT STREET PORTLAND OREGON 97201 6031224-9W PERMIT `-' " PLAN CHECK BUILDING RECEIPT NAME: //� �u C- t' "� DATE: ADDRESS & LOT & SUBDIVISION NAME: ACCT. DESCRIPTION AMOUNT 10-432 Building Permit Fees 3 10-431-600 Plumbing Permit Fees 10-431-601 Mechanical Permit Fees 10-230-501 State Auildinv Tax 10-433 Pln.ns Check Fee 30-443 Sewer Connection (20x) 30-202 Sewer Connection (80x) _ c, -- 30-444 Sewer Inspection 51-448 Street System Dev. Charge (SDC) 52-449-610 Parks I System Dev. Charge (PDC) 52-449-620 Parks II System Dev. Charge (PDC) 31-450 Storm Drainage System Dev. Chrg (SSDC) $ 10--230-505 TRFD (95X) 5 -31 2- 10-435 TRFD (5%) .27 y - 10-230-506 Washington County Fire #1 (95x) 10-1435 Washington County Fire 11 (5x) 10-220 Amart/Wedgewood — — TOTAL S ` 7 / D (Separate Check for L.eron 11eiRhts 3150.00). (br/1214P) Technical Data DX,DXL/DXLA,and II Concealed OX Systems" DX Connection Values in Pounds OX Mein Tie Load liar Dab — ry4e Intersection ren.lenCempros.lon ASTM 4'Hanger S mango r F manger Main Tee Spice 200 478 Main Tee Clua Spacing Spacing 5paclnp DX?41 _ _ Length Height ILbs./LFI ILbs./Lf DX 24 �l ILbe.iLf/ Main Teo Splice 23q BAB InlormoUlale 12, 1 v," 6 I (OX 26) OX 26Heavy-duty 3 6 FNavy duly 12' 1'h' 16.3 Cross Teo 351 328 OX Cross lee Load list Dab Connection ___ Cross Tie L•ngth Height bZLF OX 216 — S L 2 OX 318 1 _ 33.5 DX 416 4. ' 3 ' tU 1 — DX 422 4. ' S0 _W2 UX 522 5 ` OX 424 ,' _ 1'h' DX 524 5. ------ 1'"'' 6 4 All load lesl dala and wnnectaxr values are Merica'for DX,NO ralad DXUMLA,and Concualed OX Concealed OX Components Load Test Data re splines L•ngfh —_ --- —_ N•ighr� Lb..iLF J DE 206— 2 --- _ DE318 — 3 _ 34 --- 1 8 3 DE 416 4' — —"- _— DEN 416 4. I 3 5 ' Access Spline. 30— Length Height Lbs./Lf BPA 216 2. `---- _ 200 BPA 316 3. — BPA 4161, 6 0 — 1 45 I BPA 224 2. BPA 32. 3 350 BPA 424 t6 D 6.0 BPA 52 4 51 I 1 35 FCC/FC2 2. V4 S.5 Centricitee OXTiDXLT Systems" DXT Connection Vi/uss in Pounds OXT Main lbo Load lost Data yyp•Intersection ronsion Compression Main Tee 200 476 ASTM S'Kanter a'Hanger Maine(DXT 24I Main floe Class spaoln spasm _ _ _ _ Length /Night /Lb..in ILb..iLl�j Cross Tee 309 — 326 DXT 2 4 Intermed'ale 1 Connection 2 1'h' 122 6 6 OXT Cross lire Load lest Data — --------------- Cross roeLength ---_-,.-— -- -— --- --- Height DXT 218 --- 2 DxT 418 4 7 25 - 7 11h' DxT 424 4 5 0-- ------- _ DXT 524 5 — - --- `' 8.3 load trsr dale aril connection values ue rdentreal!Or DX T and tea rated DXL 1 t IB ' t