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13535 SW 72ND AVENUE-7 + 4 � f §V�ViT ri. , Z v. �.-..... _. • '. f.'.. r h:!Y1t' ti� a I .. i�� ....r l�'F itir P k 4*rf1 MILDRmN DESIGN GROUP,P.C. ARCH1TBLTUAR • SPACE PLANNI,'yG 11830 SW Kerr Parkway,Suite 325 Lake Oswego,Oregon 97035 (503)214-M i I, I 5Owner Lal Descri tionr r� 3S 13 ,Z oLt200, , section 7, T2S. F Iy • • of Tigard, Washington County, Oregon Pacific NW Froperties OF 9965 S.W. ALLEN BLVD. SUITE 115 Site Data: AREA: X COVERAGE: X COVERAGE ALLOWED: BEAVEFrTON, OREGON 97005 SITE 114,019 SF (2.6 A) N.A. N.A. VOICE: 503-626-3500 FAX 503-671-0211 IMPERVIOUS AREA BUILDING AREA (FOOTPRINT): 22,900 SF 20.1X PAVING AREA: 56,221 SF 30.6X' TOTAL IMPERVIOUS AREA: 79,121 SF 50.7X 85X AREA: X COVERAGE: X COVERAGE REQUIRED: LANDSCAPING 34,898 SF 49.3X OX Project Contacts: # SPACES PROVIDED: # SPACES REQUIRED: PARKING STA RD: A 1 123-17 A ARCHITECT CIVii� ENGINEER L DING: Ca OOL/VANPOOL: Mildren Design Group, P. C. WRG Design , INC. HANDICAP: 6 TOTAL SPACES PROVIDED: 169 r: 11830 S.W KERR PARK WAY SUITE 325 10450 SW NIMBUS ROAD BICYCLE: 21 18-23 Pacific NW LAKE OSWEGO, OREGON 97035 PORTLAND, OREGON 97223 Propertie VOICE: 503-244-0552 FAX 503-244-0417 VOICE: 503-603-9933 FAX 503-603-9944 CONTACT PERSON: GENE MILDREN CONTACT PERSON: BRIAN DEHAAS Zone Analysis ENECIDGPC.COM DBH®WRGD.COM ZONE: CP PROFESSIONAL/ADMINISTRATIVE COMMERCIAL DISTRICT ALLOWABLE USE TYPE: PROFESSIONAL SERVICES 9965 S.W. Allen Blvd.Suite 115 PROFESSIONAL OFFICES Beaverton,Oregon 97005 COMPATIBLE SUPPORT SERVICES STRUCTURAL ENGINEER LANDSCAPE ARCHITECT PROPOSED USE TYPE: PROFESSIONAL OFFICES AFGHAN Associates, Inc. WRG Design , INC. 320 S.W. BARBUR BOULEVARD SUITE 175Protect: 10450 S NIMBUS ROAD PORTLAND, OREGON 97219 PORTLAND, OREGON 97223 Cade Analysis _ 72nd Avenue 1997 USC WITH OREGON AMENDMENTS OfficeVOICE: 503-244-2450 FAX 503-244-2887 VOICE:: 503-603-9933 FAX 503-603-9944 OCCUPANCY GROUP: JERRY NAVARRA CONTACT PERSON: ANDREW HILL BUILDING TYPE: IIN A Building JERRY®AFGHANINC.COMALLOWABLE AREA: ADHC�DWRGD.COM NUMBER OF STORIES: 1 MULTIPLE STORIES BASIC AREA: 12,000 S.F. 24,000 S.F. NO YARDS WITH YARDS FOUR SIDES: 24,000 S.F. 48,000 S.F. 20' MIN. AT 5X/FT., MAX. 100X INCREASE 13595 S.W. 72nd Avenue WITH SPRINKLERS THROUGHOUT: 72,000 S.F. 96,000 S.F. Tigard,Oregon MECHANICAL ENGINEER ELECTRICAL ENGINEER NOTE: UNLIMITED ALLOWABLE AREA DUE TO 60' YARDS AND SPRINKLED ACTUAL AREA: A5,800 S.F. KE & Associates Consulting Engineers MKE & Associates Consulting Engineers ACTUAL NUMBER OF STORIES: 2 9900 S.W. HALL BLVD. 9900 S. W. HALL BLVD. YARD ON FOUR SIDES TIGARD, OREGON 97223 TIGARD, OREGON 9722.3 Sheet Titl VOICE: 503-892-1186 FAX 503-892-1190 VOICE: 503-892-1186 FAX 503-892-1190 RICK DUSA HANK BARLEEN Sheet Index ' ` �'''��► RICKG.,HAKE-INC.COM � ; :,•. e HANKB@MKE-INC.COM C-%Ir :: R A0.1 COVER SHEET .... ��'' .� •••.1.1 FINISF'I PLAN FIRST FLOOR !� �w•�•• �� •• 12 A. PROJECT LOCATION A1.1 EXISTING CONDITIONS AND DEMOLITION PLAN 12.1.2 FINISH PLAN SECOND FLOOR "'ae A1.2 SITE PLAN 13.1 BUILDiiIG SECTIONS "'` •..� A1.3 ENLARGED ENTRY PLAZA AND SITE DETAILS 13.2 REST ROOM ELEVATIO14S INTERIOR DESIGNER 1 C1 GRADING AND EROSION CONTROL 13.3 ENLARGED PLANS/CABINET SECTIONS/DETAILS C2 ON-SITE STORM IMPROVEMENTS S2.1 FOUNDATION PLAN Ward Gibbons & Company C3 ON-SITE SANITARY AND WATER IMPROVEMENTS S2.2 SECOND FLOOR FRAMING PLAN C4 72ND ST. STREET AND STORM IMPROVEMENTS S2.3 ROOF FRAMING PLAN Coao.r r �' 4525 SW CONDOR AVENUE C5 74TH ST. STREET AND STORM IMPROVEMENTS S3.1 STRUCTURAL ELEVATIONS NM C6 CHERRY ST. STREET AND STORM IMPROVEMENTS S4.1 STRUCTURAL DETAILS s C7 74TH STREET SANITARY AND WATER IMPROVEMENTS S4.2 STRUCTURAL DETAILS ' 4 PORTLAND, OREGON 97201 C8 EROSION CONTROL AND STREET DETAILS S4.3 STRUCTURAL DETAILS VOICE: 503-241-7758 FAX 503-241-0948 C9 SANITARY DETAILS S4.4 STRUCTURAL DETAILS Revisions' bAlV"in CIO STORM DETAILS TM.O MECHANICAL TITLE SHEET 1. 21 July 2000 Lake CONTACT PERSON: DEBORA SOUZA C11 WATER DETAILS TM2 FIRST FLOOR HVAC PLATO Addendum l L1 LANDSCAPE PLAN TM3 SECOND FLOOR HVAC PLAN 2. 27 July 2000 CI DEBORAS®WARDGIBBONS.COM L2 IRRIGATION PLAN TM4 MECHANICAL ROOF PLAN Addendum 2 ,cw ft �� , A2.1.1 FIRST FLOOR PLAN TM5 MECHANICAL DETAILS �. .� 3. 1 August 2000 ,•, ,. a .1.2 SECOND FLOOR PLAN TM6 FIRST FLOOR PLUMBING PLAN Addenda 3t 7P2 SECOND FLOOR PLUMBING PLAN 4. 6 ember A.2.3.1 FIRST FLOOR REFLECTED CEILING PLAN TP3 PARTIAL PLUMBING PLANS Plan check Questions A2.3.2 SECOND FLOOR REFLECTED CEILING PLAN TP4 PLUMBING DETAILS runtot i A2.4.1 ENLARGED FIRST FLOOR PLANS TP5 PLUMBING SCHEDULES 5. 12 September,2000 A2.4.2 ENLARGED SECOND FLOOR PLANS TP6 MECHANICAL SCHEDULES AND DETAILS On going A3.1 ELEVATIONS EO ELECTRICAL COVER SHEET s A3.2 ENLARGED PARTIAL ELEVATION AND ENTRY SECTIONS AND DETAILS E1 ELECTRICAL SITE PLAN horw A4.1 WALL SECTIONS E2 FIRST FLOOR POWER AND SIGNAL PLAN MILDREN DEV.-JONCROUP, P RICNIS RESER+IMP, � .C.. 2000, ALL .2 WALL SECTIONS E3 SECOND FLOOR POWER AND SIGNAL PLAN A4.3 WALL SECTIONSE4 ELECTRICAL ROOF PLAN TM DR""�N06 AK TME I MV TY or MILDREN DMON tit".P.C., me ARE A4.4 ELEVATOR AND STAIR SECTIONS AND STAIR DETAILS E5 FIRST FLOOR LIGHTING PLAN NoT To BEEX2?olt Itt�oouoto�ANr ''xrS7Jr i41 5� 1 Vic�nat Plan A5.5 WALL TYPES AND WALL DETAILS E7 ONE-LINE RISER DIAGRAM P°°''t�'"N aF"�°"�'° ~.P.C. ! MANNER, EIdiS<PT 1MTN TIS tMIT1�1 DETAILS E6 SECOND FLOOR LIGHTING PLAN ° " a4 no scale A5.2 MISC. DETAILS E8 PANEL SCHEDULES Date: 16 A"2000 A5.3 DOOR / WINDOW DETAILS AND MISC DETAILS E9 ELECTRICAL DETAILS Drawn by: Checked by: 4. A6.1 INTERIOR ELEVATIONS LOBBY TEO ELECTRICAL COVER SHEET gg A6.2 INTERIOR ELEVATIONS: LOBBY AND EAST/WEST HALLS TE2 FIRST FLOOR POWER AND SIGNAL PLAN ;.; ' q A6.3 TOILET ROOM ELEVATIONS AND MISC. DETAILS TE3 SECOND FLOOR POWER AND SIGNAL PLAN Job Number: TAI FIRST FLOOR PLAN TE5 FIRST FLOOR LIGHTING PLAN i TA2 SECOND FLOOR PLAN TE6 SECOND FLOOR LIGHTING PLAN Sheet TA3 DETAILS TE8 PANEL SCHEDULES ISM4W�fMia�o Ave.Construction Set l a « L / .:.w.w.wrr.r.rww.,..•.w.wswxr.w M . +� . .. _. . :ro..w..ewM�.• •ruM+•...yb...,+.+.r...'+.wrrw...« r;5..:+ :_.....:, .'.'i't • ` w.�.,w..... .�y..'.1.y'� "►' .. , ,1 - roeew.wi.w+n«:vw+e+».,.:«....»....�.�._. _ 4 .,:y,..,��r....,.y+,or vrar�'!'u*rwwrm.aa•+rzcc wwin.a,�.ra;�r r•+4;arals'!' rob�TM^ap!t t 12 i' l 14 � 16 ,, ..._..••,,.x.,.�..►-•..wN.r.r..� ...:...r........,..-..,..�..�.,r.........._._ _ - +91w++�rlra.'v�.,+:. . ,..mxrh. r ... :.., , •.a.ti...K. ,,, �'1 its ' .+wfMrrMlr+��k.�rwltl�u'''+ .f�.• :rs r� ,....5... ., '..:....a-...�...�.-.......,...e.,.....,......,�.......-.....•.�,....«,e•,.,,».........w...R.....,....... . _ .-...•..,.,...,.+..r.,..._.M p i � I I' n'r ��Ui?� rY_• 4 t a. tu, a .�.,,,,..-.....:_•'-.-rs ^>:.h'r.' ,. :, 'I,,1 - ,: ... ,.,. ,. : .: .- .. �':*t'r'r!..: .. ... L'�dPit':c;.3: f..l';':�S,c '�I":.. ;1. • X "" nI Qi 4,: -. .kLh a,E;.,.i.t -�.n, ,. ,, k'..:x.r .. lri -:tir...,..:,.,3.... t-�✓..(.-,I .t 4. yk T.L. 10 (VACANT) => , r, Keynotes 1. EXISTING DRIVE TO BE REMOVED � 4 t�, •f• X POLE 2 t ! 1', 1 2. EXISTING FENCE TO BE REMOVED ' GUY ANCHOR 3 � ' 3. EXISTING STRUCTURE MAY REMAIN PER CONTRACTOR'S OPTION MILDREN DESIGN GRC)l1P P.C. ,1 1 I - _ 5 8 ryy,, a' w " - FOR USE DURING CONSTRUCTION AaCHrrBavKB " SPACE PIAlvNM S 00'37" E 279.99' Tfi"Ur-rw.Uf Htiri Y"3M►YST FutU7h".VRFl1 "Jii " - - - - yr-- - - 00' ,� ,s bXb �� } 4. EXISTING CONCRETE WALL TO BE REMOVED .l 1830 SW Kerr Parkway,Suite 325 7 , 8 (2) dt 4'(4) FENCE STORM SEWER MANHOLE '' b�� ,w „��Y`'r 5. REMOVE EXISTING SEPTIC TANK AND DRAIN FIELD I OUND 5 8" LR D OF FENCE, -CONCRETE __ TELE: SER I , ,, { Lake Oswego,Oregon 97035 I.E. EL.= 238.44 FILBER NUT S 0.2' OF l�-� r GA GE RIM EL.= 235.45 �, Iy. ,� 5. EXISTING SIDEWALK TO BE REMOVED --- ,-� ' CNC. IN N. I,; Y � T, (5os)244-0552 ( ) ( 6" JUNIP (jb '* '�� -J IF• 4.F3 V I CONCRETE 18' CONC. r t 1i �I AY 'f� 7. REMOVE EXISTING OVERHEAD POWER NO CAP , E. 1.13 r-1 F L EL.= 230.67 T+ r N. END 12" IRON PIPE P OPERTY LINE _ __ }I ,- OUT S. I " j, I F.F. ELEV -- 123 __ ( 18 CONC. OUT S. / v I HOUSE 235.62 EDGE OF CRAVEL ,.+ 12" MAPLE SEPTIC TANK 20" CE j I J 1 I (SEE NOTE 7) L_ _ J >� 12" n7"•' 7 OR ENTAL " 10" CEDA ' CONCRETE 3 �--- I' STEEL CASING o4 (2 LILY 30.00 WITH WIRING INSIDE 3 AND BLUE MARKUP 10" C D 8» -+' I ON LID. I " " $" CE �. • 2" APPLE I N 2 PRUNE 16 FI -' �- 10" CERA DEC Do Legend L. POLEf I , 1 ATER WELL, 32" CONC. I Ia '1 ri / LID, APPROX. 22.0 Io -L EXISTING TREE TO BE REMOVED c� 1 DEEP (SEE NOTE 6). 1 � w / I WATER WELL, 30" CONC. M I 1 ENCH MARK �. LID, APPROX. 18.0' I 1/2" I.R. W/RPC ~ , -+ 0 PEAR DEEP (SEE NOTE 6). V t I "CONTROL 9025 `' NOMAS 13 39 RIZ / 20_00 7" do INE I L EL.= 232.75 p • , IN CATCH BASIN < O� I I RIM EL,_ 231.67 I � m I.E. EL.- 228.87 �- in 10" CONC IN W., FOUND B.S. W/WASHER I J " FELE. RISER I.E. EL.= 228.54 EDGE OF PAWMENT 12" CONC. OUT E. / "DCS 1856", N. 0.44' DEED LINE o WOOD BARRICADE-,, a B.0. FOUND YPC5/DCS I.R. CATCH BASIN W.M.�1 - I.E.I. EL.= 229.315 W.V. �- > S89I 5.0' E �11 ` 10" CONC. OUT E., SANITARY SEWER MANHOLE----' a W.V. 12 R 3 I.E. EL.= 229.40 RIM EL.= 229.62 3 I n 10' CONC. IN W. yp F/L EL.= 221.74H.E. EL.= 225.16 I \ 8' PVC OUT S., o S. END 6" CONC. PIPE A 6" PVC IN N.W. (IN N.W.) < I I W.V. �-F.H' SANITARY SEWER MANHOLE RIM EL.= 233.21 L POLE 8/L27 83 ' I.E. 225.07 I PVC INNLLJ 8" PVC OUT S., W I S. ENDND 6' BRICK 12" BLU �I TILE PIPE (IN N.) SPRUCE O , I a Q 6" PVC IN E. Owner: g 24" CED I o Pacific NW I_ CN Properties s�$I o 3 -�--� J I 5.00' UTILITY EASEMENT-� i TO THE CITY OF TIGARD, I (f)I DOC. NO. 83003795. z o 9965 S.W.Allen Blvd Suite 115 W I `- Beaverton,Oregon 97005 Z I E. EL.= 219.60 } o Q W. END 4' PVC o13 PERF. PIPE - - - - SIGN DEED LINE TOP SLOPE - 89100'37"E 3 TOE SLOPE_ "'- -- 5.00 I _ - L 1M LO ASH Project: I OUND 5/8" I.R. W/ YPC ,�,� FOUND B.S. W/WASHER I "DCS 1856", N. 0.45' "DCS 1856' I N 72nd Avenue CATCH BASIN 3 I 1 TELE. RISER o -'0 L1 Office RIM EL.= 216.84 1 I.E. OUT 212.44 C/� I 1 12" BIRCH - Building S.W.M.(2) -�, -CONCRETE AROUND 6" BIRCH t'� STORM SEWER MANHOLE SLANTED CATCH BASIN -- Q 13535 S.W.72nd Avenue a 1 I RIM EL.= 2'6.40 "+ 4" ASH 4" BIRCH+ Tigard,Oregon F/L EL.= 211.05 10" PVC IN N.W., , I 1 12" PVC OUT S. 010" BIRCH -+ I UJ I �) TELEPHONE MANHOLE WESTERLY EDGE �I 10" BIRCH -* OF CONC. WALL m � I TOE SLOPE 0 20.00' Sheet Title L• POLE Li W I TOP SLOPE M SANITARY SEWER MANHOLE cv o 01 ICL 4" BIRCH ting RIM EI..= 210.07 w I 1 F/L EL.= 202.22 I I� _�I W v -CATCH BASIN Conditions PVC IN N., > i RIM EL.= 228.47 5.77 Plan 8" PVC IN W., SIGN 8" PVC OUT S. I �_I 10 CON . OUT \ OUND 5/8" I.R. W/ YPC � �` 10" CONC. OUT E. "DCS 1856", N. 0.42 8", 6"(2), 4 UF.H. \ 5»: do 3 TOP SLOPE-' W.V. \ E. EL.= 208.93 W V. 10" PVC CHERRY 12"(2) & 10" CONC, WALL - CATCH BASIN _ _ _ _ N 89100'37" W 289.99' ' _ DECI QUS H. RIM EL. = 209.40 WW `� _ �_TQLSLME_ _ - - - - Ili- __700F SLOPE _, 20.00' ATCH BASIN I.E. EL.= 207.25 Q SIGN - - TOE SLOP RIM EL.= 228.23 12" PVC OUT r.E. o -- - - -- W.V. (2) W.V. (2) I.E. EL.= 225.63 EDGE OF PAVEMEN i o EDGE OF PAVEMENT » » / 12" CONC. OUT E. N� 14 do 18 w CEDARS LU R Gl DRIVEWAY S. W. CHERRY STREETtevisions: FOUND 5�8" I.R.I•R. \I A. DRIVEWAY CURB W/ YPC DCS 1856" o m 1. 21 Juiv 2000 -CATCH BASINJ � Addendum I STORM SEWER MANHOL7 RIM EL = 209.82 w 2 2. 27 July 2000 BENCH MARK CATCH BASIN RIM EL.= 209.93 " EL.= . RAILROAD SPIKE L. POLE o Addendum 2 L EL.= 206.24 RIM EL, = 209.52 F 12 PVC OUUTT SS.W., EL.= 215.80 '- / I.E. EL.= 207.25 3. 1 August 2400 I.E. EL.= 206.17 IN W., IN N.E., 10" PVC IN E. - -FOUND 5/8" I.R. W/ALUM. Addenda 3 12 "PVC IN N., 12' PVC IN N., CATCH BASIN CAP DEHAAS & ASSOC. INC." I.E. EL.- 20e.1/ 12" PVC OUT S,W. RIM EL.= 228.38 4. 6 September 12" CCINC. OUT S. I.E. EL.= 226.40 SANITARY SEWER MANHOLE Plan check Questions 12" ADS OUT E. N RIM EL.= 230.90 5. 12 September,2000 F/L EL.= 2.26.43 On going Existing Conditions Plan 8" PVC OUT S. 1"20•_0" FOUND 5/8" I.R. W/ALUM. CAP DEHAAS & ASSOC. INC.' MILOREN DESIGN GROUP, P.C., 2000, ALL RIGHTS RESERVED C14 MW DRAWW ARE THE TY OF CV C) MOM 00 0 10' 20 40' 80 FOUND 3 1 2" BRASS CAP auP P. NAM r AT S.E. CORNER A THE M�NNEII.arota►r P . IMTTO KRMI!lION OF aIIORQI D[flpl OROUr. P.C. W.M. GRAHAM D.L.C. Date: 16 Agust 2000 Drawn by: Checked by: CLT BK WEM Job Number: 99095 Sheet of: s N M Al. 1 A Construction Sel �" .,' ' •� _ •„ �� .I.ii :1r� "t� 'r+l t - .:. . _ ......ya+s...... N ATl iwa14M w .:�• .. 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SIGNAGE AND ACCESS AISLE lP-571: � F •i�, h. I r : . ,_. I:,r.<- , ., 't. ' •:,,, ,. ,, :• ,�, �. •„ I �a,. f, _ , ,:.Y , , : . , : _i ,, .,.,. .'. ,.,,._.:::,_ : ,.,.,.".4. r,,..,. ,,:,....�,:,�' _ :,,.. �l ' ; I . , ,,,: .;; .p`�' � �_' , �r �',,P(.r•°r;:u.� ,rc � � ':fir'' ><�1�i',1't.,t.: 2 (i) VAN ACCESSIBLE PARKING SPACE, SIGN AGE AND MDREN DEGN GROUP,PC. : ..:-•' a• , : ,: ,p .,," .,:.:: :, ,., '�: .. :.. :. ".. �.....,. t.,,••. r.. .-. r,I, "k ,f. r. .,. .•! .1#- .7R: e-,'� ,a r..1a,--„i 'r'..,. u v E , .. .: ,.. ,. �:.:-r. ...-.,-: .. ,,. �;r,. -.�. _, r n .,. .. ,eM .,.. ,.;':. +d.r.' .+5 x.t7 '.Yr' ,5.. ✓ r ," t f1 .. : ' , r :,.n4 :. ., ..,I r .. sE.. r., _A: °:,, t ._:.�" raI♦r� , ,,, .�rrt" .,t `'�it. , , , - „F# ... <r 4 '�'>._ .v, .� •?;�,. 4 ACCESS AISLE • : ,M r,,, � _r: E r ,•,, e .., .. .:: , .t,:,\,., >.. : @ eY- u 1! .._...R 'y,I4 + :,:. (•aX:kl�:'Fry,.f•'r",:.��.E-E:It.�.`: I„.:I,,_r., I - - - - - - - --- .- ...._ -- --.. .. -,. _,-k _-- -_- -�puI, o:....:.,., `it•.>'1;;•:,1{r,Il,,E,srhl,li';p:yr'ii,�..,4,�,,�\6rlit<t11P-P,',I:a.@,",.t::'r;Y*'ti1e1�'�'�aH�.fi/',h✓."art'''�,:-:.�4:.:;;N°:r ,, r,'„t , �},)„;,.a„ �!,r",i14:V,'L�',�,-r3'EW ,+ ,}�f'1,,:},;'; r��A"r?`;'.�t•r�.fl7l�lft�r,�e,b',!riy.,i,...,1s�;�,��:i,;�ri''y:L''�'�:��c.ra'�,,'hi� fr�'N,�.ow�1..'Y.„G�S�re,lr-�u}.y'4a'�+Ij*�t,�.xth�r.4„F„: FIr ffS F�t+}..-;y,•1.��rF,l�-'EY :.. ARC! TTSPACE PLANN G , 3. (9) CARPOOL VANPOOL SPACE WITH 6 HIGH PAVEMENT PAINT 11830 SW Kerr Parkway Suite 325 LETTERING "CARPOOL" "AILke OswgOregon 97035 Q.- MI, "LOADING SPACE'4. (2) LOADING SPADES WITH 6r HIGH PA MENT PAINT LETTERING (509)2M�5.52 I: i IV 21 TOTAL BICYCLE PARKiNG SPACES - SEE DETAIL 11A1.2 'al 6. 5'1 CONCRETE ,,� h I j SIDEWALK r. I'gYr d , ♦ ,- ,. 1 7. 7'-0" CONCRETE SIDEWALK -00 1�y� C I { a� hi .'��a. 4 t0 - YN' �f>•.!" x� (;+� a t a r .. 8. BUILDING ORIENTED PARALLEL TO EAST PROPERTY LINT= 9. CONCRETE PAD FOR ELECTRICAL VAULT VERIFY SIZE ` 10.RETAINING WALL - SEE CIVIL AND STRUCTURAL �1,ti l +tr Ir ti• 44'-6" 63'-0` 9'-0" 54'-0" 191-0.1 72--0- (7) 2'-0" 23'-5j a,n fn� 1 .," x�� ' 11. MIXED SOLID WASTE AND RECYCLABLE STORAGE 193.2 SF MIN i��"•tY •�'F'�i"��'�` , � � (7) SPACES AT 9'-0" (6) SPACES AT 8'-0" � /8) SPACES AT 9'-0" � �''1",4`�`�'r�' 'r , -3" s'-3" 6'-3` -0" 12.CAST 1N PLACE CURB26 48' 40'-0` 48'-0" Y✓ (6) SPACES AT 8'-0• (5) SPACES AT 8'-0" (6) SPACES AT 8'-0" 1 \ 12 1 15 13.EXTRUDED CURB, TYPICAL EXCEPT WHERE SHOWN '� � 14.MONOLITHIC CURB .01 ", I • ,�I..m n••m .�.�• n•.•• • - �...,, w.o, ,,..,•, ,,,•m �,„m 6 YP' 15.CLEAR VISION AREA TO BE MAINTAINED BETWEEN 3'-0" AND 8'•-O" IN HEIGHT 16.COMPACT PARKING SPACE WITH 6 HIGH PAVEMENT PAINT , 1A1.3 7 °' LETTERING "COMPACT" TYP. o 1 1 1 A ` S 15'-6" in O 1 1 IpM1{T4� 1 m ,t7 3913 1 a•1•rn Ib1•Ip m1.1r0 OOeMp 1' f pp„I,p O�r.I ••IMO C•11•LT IM.,1 IbM.7 G•Ew10 t7•E•nR K I 1n U AS J Z .-I b / , 2 -1 N Q)TYP.14 / 7'-6" 0 7'-If" o 8-0 23'-0" 1 T- N 54'-0" 6' 10}" 54'-0" N 17'--0j" F) SPACES a AT '-0`9I I (6) SPACES AT 9'-0` - 8 i •1 Al 3 YP. I ) I �p Sb•�,;r 4,-s' I I 1 I^ M9 411 ' T Y) RIBBON STYLE PIPE RACK SEE SITE PLAN FOR NUMBER , r4 OF SPACES --4 ., r H 43'-5 b - - FINISH CONCRETE TO MATCH 3 o ADJACENT WALK Rai* ' A1.3 I i \-------------- O ---------� 20'-0" 244'-0" in 1rµ ti+{. Jnr 1 w• .jl y. Ifill t + >I 1 1 T 1 7":yj�: 1 • -" a �►{� Pro sed Builds � cn I 22,900 S.F. EACH FLOOR > Q Ownen r r��, ♦� - 45,800 S.F. TOTAL .. r..�f+ M h°�'k int✓, "`�, � O Pacific NW o Ch Properties ns 1 2 I CONCRETE WALK - SEE SITE PLAN 6-"0CONCRETE FOOTING 9965 S.W.Allen Blvd.Suite 115 LEJ Beaverton,Oregon 97005 w 1}f` 710 10 0. Ili t ?i 20'-0 NCO r /� I 8 'r t 4 �� - 10 t H 4 .1 IF _ Bic cle Rack 1 1 =1 -0 Project: • 15E1 a,"•,� 72nd Avenue 23'-0` Ft 17'-6" 0 72'-0" 54'-0" Off ice 72'-0" 0 17'-6'. PAC S A 9-0 \ '-8^ 6 SPACES AT 9--0- -6 8 ACES AT 9'-0' 3 \ --------------- o --� 3 14 o a I 8 13 N ,s 48'-0" 40'-0" N 48'-0" i. W 15'-6" , 1 Building ${ TYP. (6) SPACES AT W-0" (5) SPACES AT 8'-0" (6) SPACE'Mom 0"M XIII &MOM MS AT 8'-0" w {a 1 v 13535 S.W.72nd Avenue 10"M Tigard,Oregon 5 10 _- A1.3 DA3 ---- 13 10 owe,= =Mm co"I Go~ cowpo ca"Ic1 Sheet Title: 1 11 I 26'-0" pj 15'-6" I I p l 2 '-0" 48'-0" 40'-0" 0 48'-0" 24'-0" I y I Site Plan -3" (6) SPACES AT 8'-0" '-3" (5) SPACES AT 8'-0" . '-3" (6) SPACES AT 8'-0" o I 1 to 12 1, N e- 23'-0" 15'- I r 81'-0" 9'-6" 12 30-0" 9-6N N \ (10) SPACES AT 9'-0" 31'-0" (9) SPACES AT 9'-0" o Eo tO 13 0000 I 5 15 5 Clerry Street Revisions: 1 Addendum 2. 27 July 2000 Addendum 2 3. l August 2000 Addenda 3 4. 6 September ir Plan check Questions 5. 12 September,2000 On going Site Pian 1"-20"-0" MILOPEN DESIGN GROUP. P'C., 2000, ALL 1IGNTS RESERVED THM MAI ARE TIE PRO MY OF 0 10' 20' 40' 80' M c�o�T w°Ainl"°01F 1 a�r'e I MLOW OEM OROIIP, P.C.. PEpiIS>iION Or MOM DOW On". P.C. Date: 16 Agust 2000 Drawn by: Checked by: CLT BK WEM Job Number: 99095 Sheet of: ru 'S 1R{M�1fiM Aw. � E Construction Set A 1 .2 �« .0 - ., ,.. : •..'... �--. ,,:J., -.,:v.r HMII•+""rl„- YMiNME'I•RWMM�IAi1F,Y01.",..4.�: II � . ljlk :0 12 1� •� 16 • � t.` �� III'llil Ilalfi II rill) 11J1� 111 IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII 11!1111 IIIIIII IIIIIII Illllif IIIIIII Illllli IIIIIII IIIIIII IIIIIII 111111► II 1 , Ai co AW vi' jo : I , �',.:,, ' �;�.;. E b ,�, -� -� 1• b.� l�lnlll�il PI�IiulA�nnli�nnhl�l�i '�a. � r,. ., -•-"":::.».: _ ,.. - IN��M11N(i ) MW�,yy M1�1N1 � •t .f _ ,. •i,,adt�u. ,�.I,.....�Mnesawn:' ,.•-'`{thre::•.; r+•r:•:. . I,. •••_ r ." -- wi,-qrw.,••�-Y�P,:mns�,w ..NVI"Mub,•.+wwl red.'�wT+.e,ar�Aw-•w.�wa•-••r1r:�.. .w-.�....a .�I.:uw,rE•fibwn+r+IMYMWu."rt'rb.Nlrrwr:,..::+._.. .--.,vn-nss» ,.. ..-w ,+a"r.w+ , .,..,,,-_...-,.. .. - ws„w++,.:r„rw.w„/.AlwwrYE �._..•.n,•-.+ne....l.•...ru.�.'.,yww..+wra+.,w.r_+,w.rwT...a...,�w..,:-. • - nrr.nnra.r.•I.I..arwwlr ..w.ra..e.,r' ,.r.".-.,.1-,•em.. ;r4q' V I.�yX. a� LN� 1 1 t 9'-0" 6'-0" 9'-0" 9'-0" 14'-10j" -0" 9'-0" 10 10 _ __ Keynotes 0-�- 2 SEE SITE PLAN ----- ----''--� � - - TOOLED }�� -EDGE. 711PICALSTEEL OWELED 1. ACCESSIBLE PARKING TYPICAL TYP. 9 g EDGE 1 1 2. LANDSCAPE !BLAND 2X CROSS SLOPE 4 CONCRETE SLAB ' ^ �� _ 3. ACCESSIBLE SIDEWALK RAMP MILDREN DESIGN GRIouP,Pc. V 11 1 7'-0" s'-1r" • •. •. • • •. • WITH CONTROL JOINTS 2 I . 01. � � ,, - ,,; � AT 5'-0" A.C. 4. 2-0 PARKING OVERHANG ARCt�'1'BLTURH sPACB PLANtvavc 1 ' 8 / -0" �,` ;",x;" i,� A5. ACCESSI�� t BLE PARKING SIGNAGE TYPICAL l 1830 SW Kerr Parkway,Suite 325 �t.. t )4c 3 �fv. 7 I I � 1 ,. I 1i ]�1 �, � 4 CRUSHED ROl'J( 6. 7'-0" CONCRETE SIDEWALK BASE Lake Oswego,Oregon 97035 7. PARKING TYPICAL 00 SECTION B. LANDSCAPE AREA TYP. � � � � j �`'--'. I 46e_ (503)244-0552 9. CONCRETE STAIR BROOM FINISH 0.CONCRETE RETAINING WALL - --I I -- 6'-0" 6 -0 i � 8 0) 6 l-- - _ L- _ I I 24'--24" (4) EQUAL_4P}CE T i T T T \ 32'-21 (5) EQUAL SPACE _8 -- 4A1.3 5 bl- 1.3I YP. ( 6)TYP. 7 -- - Groot 4 2 CARPO( T NTR JOINTS B I PLAN �oOOLED AT ~ 3913 p NAS IZ y EXPANSION JOINT • • =jj NOTE: CONCRETE SHALL BE 3000 AT 20'-0" O.C. 2 Enlar ed South Entry Plan PSI AT 28 DAYS. 6 SACK 1 " STEEL TROWELED MIX, SLUMP: 1 1/2" O 3" EDGE, TYPICAL Enlar North EntryPlan �.3 s T ical Sidevralk Al 1 8 =1 -0 TY�iCst AGE SI L�?C TIONS ��` � 15A1no cale 1. ALL ACCESSIBLE STRIPING AND SIGNAGE TO COMPLY WITH ORDINANCE 1-0 ORS 447,233. 3�8., - -- 4" PAINT STRIPES 2. ACCESSIBLE SIGN TO BE ,r " AT 2'-0" O.C. TYPICAL �.� MOUNTED TO SIDE FOR 090 ALUMINUM SIGN PLATE VAN ACCESS LOCATIONS "^ BLUE REFLECTIVE SHEETING AND MAY BE CENTERED 1" HIGH WHITE REFLECTIVE I J r LETTERS AND BORDER, BAKED \ FOR STANDARD ACCESSIBLE ENAMEL I J 3. WHITE STR;P:NG PREFERRED � t� PN001G IriH D.Y,V. � HANDICAP SYMBOL WHITE 6" 7„ BLUE BACKGROUND AND BLUE _ IMSAW TO ew QKY N1TH BLUE BACKGROUND PAINTED CURB OPTIONAL ORS�AID FK o ACCESSIBLE SYMBOL, UP 10 IM0 USER STATE LAW ( ORS SN5 �� PAINTED PER \ "R ~' 30' TYP. ` LANDSCAPE ISLAND 4 PAINT STRIPE F n IL'� VNt-AO�f VAN ACCESSIBLE SIGN WHERE 7" 3 1/2" Owner CONCRETE WALK FLUSH 'A REQUIRED " ACCESSIBLE SIGNAGE WITH ASPHALT F 3 WIDE PAINT STRIPE Paci.f is NW STOP CURB AT END OF SEE DETAIL 5/A1.3 Z GAI.VANIZED STEEL POST -1 • Properties TRASH ENCLOSURE WALL REQUIREMENTS -- ACCESSIBLE RAMP � _ = 86' -------r--� -------- -- ---- ---r-- -- � PER STATE WITH DETECTABLE WARNING o a 'n I � � o 2 I I 679%5 S.W.Allen Blvd.Suite 115 I I --_ ----- 105' Bei verton,Oregon 97005 2'- Q" N1, 4- , 10" I 2'-0" 6" A1.3 6 I "1&BETE TILTUP A1.3 PANEL TYPICALU Project: a T ical Accessible ParkingStallr5_'��Accessible Parki S na e _ s International Accessible Symbol �✓ I •3 1584 1 -0 �.31583 1".11-00 �.31582-0 72nd Avenue 'F I I I 6" CONCRETE SLAB 5 Office I WITH HEAVY BROOM FINISH I I _ (2) #5 AT TOP OF WALL Building I I o AND PANEL EDGES I I I I I I '} 13535 S.W.72nd Avenue L 6 X 6 X 36 X 1'-0" Tigard,Oregon 2"/ PIPE SLEEVE IN ASPHALT, 5" 6" SEE SITE PLAN + WITH (4) 3/4"0 -- -- TOP TO BE FLUSH WITH ASPHALT 6"MIN. 6" TOOLED JOINT EXPANSION ANCHORS I I V-0"MAX. 1" RADIUS ^" I I 4 CONCRETE WALK SEE CIVIL FOR PAVING SECTION " 1 I I AND BASE COURSE 2X SLOPE 2" SAND OR "-0" I " Sheet Title: -X ^ #4 AT 16 0/C EACi-: WAY 14. "i �ir.<> -" �r'- s COARSE AGGREGATE VERT. BARS AT CENTER I I SLOPE TO �, OF PANEL, EXTEND INTO Enlarged Entry DRAIN :1'-0 �- - CAST IN PLACE CURB FOOTING Plaza and o AND SIDEWALK N I I I PAVING SECTION REVEAL TO MATCH BUILDING I I NOTE: Site Details I i + CONCRETE TO HAVE STRENGTH OF 3,000 PSI IN 28 DAYS, 2" TO 4" SLUMP �; 2'-0" I I r PROVIDE EXPANSION JOINTS O 20'-0" O.C. ALIGN CURB AND WALK JOINTS. a 04 X 12" �- I I + PROVIDE CONTROL JOINTS IN WALK O 5'-0" O.C. I `" AT 48" 0/C I I I I I I T 'SLAB 6" CONCRETE SLAB WITH X14 ,AT 24" 0/C EACH WAY 7 Extruded Curb Section 8 Monolithic Curb and Sidewalk - r� r � 5A4`1 -0 � 5A5r1��- � CONCRETE FOOTING CA., , .�7 I AROUND TEMPORARY I I F00'i ING - SEE PLAN I i 2'-3" W. x V-0" D. X CONT. I CONCRETE FOOTING 3 #4 CONT. THROUGH REVEAL TYPICAL TEMPORARY FOOTING Revisions I I MASTER HALCO INDUSTRIAL I I LATCH ASSEMBLY WITH DROP 1. 21 July 2I ' CLR. - #4 AT 2'-8" 0/C Addendum 1 I I 1'-0" x 2'-3" ROD ON% ?ETE, PAINTED 2'-3" TRANSVERSE 2 27 July 2000 - TEMPORARY FOOTING, 9 TIItu at Trash Enclosures 3• Ad August 2000 I I um 2 EACH END AND MID-POINT - CHAIN LINK GATE WITH N = 1.3 I i OF PANEL VINYL SLATS 3/4 g1 -0 Addenda 3 '1A5A 4. 6 September I I L6X6X � X1'-•0" I WITH (41 3/4.0 EXPANSION (2) GALVANIZED L3 X 2 X Plan check questions 5. 12 September,2000 ANCHL 'S jj X d", ONE EACH SIDE On going I I OF TS, WITH %"0 X 3 ye" � I I CONCRETE EXTRUDE MIN. EMBED SUP-R-STUD o I CURB TYPICAL I L-- --J MILOREN DESIGN GROUP. P.C., 2000, ALL a RIGHTS RESERVED -I ------ ----- - -T---r-- - , 3118 I N waS aa,r P.°AOMuaT OF I I N I I I GALV. TS 2 X 2 X J! i� HOT�To U8 M GRIND AW`kY GALVANIZING PCW39c"of MW"OMON arour,r.C. AT SURFACES TO BE Date: 16 Agust 2000 WELDED - - - - -- - - - --- -- _ _ -- --- - -- " Drawn by: Checked by: I _ BK WEM FF 4 MASTER HALCO "BULLDOG" T/SLAB -- Job Number: 99095 101-001 INDUSTRIAL HINGE TYPICAL I Sheet Of: 8 '- to Trash Enclosure Plan M Trash Enclosure Gate to Wall Panel v_ Trash Enclosure Elevation 112'-i -O '-- - �-�-- Construction Set A 1 .3 401 « 2 =, -0 1/2 =1 -Q 9A58 - 9A5D f1A5C .," ' � rc95..S4wegrrxn W. a. ie"u, d5t1YG1iMlG,. - •w: 14 Is t aa.nrm,nwar "r - ;p ;' ` ',a a � ndll�n��m��uiiall�l�iindlxi {erdi�mehl�mf�ued� u d.,1 N•M,yiMy .....w-•n.........,:.....•/,w...,.....t,.c.....,...�iiy ��.._. .gin'-- : •+s.. ..+++n.":.w...rww,.r•�•-•-....an+"...i.rwww......"...r,•+.,.+..sannn.w-nv..rw•.+»senw�r.w.�IrwireM�rwr."..�uwwww....w....w,+.-w►she.t. _ . ...... ... .".wrAY1•M.w++WMww1+::,,.�.f�M.�.n+..."+�..*rM^..e rw+wwn.a+M,w,r........-. . :F d s i Irr q`t . 71 .t l' a ci ,5 J 1 2 3 4 5 2 t 7 8 9 10 / Y244 '-0" — MILDI<tEN DESIGN GROUP,P.C. 75'-O" 94'-0" 75'-0" AR(�fl'IECfUFB SPACE PLANN.RYG 25'-0" 25'-0" 25'-0" 29'-9j" 34'-51" 29'-9i" 25'-0" 25'-0" 25'-0" 11830 SW Kerr Parkway,Suite 325 6'-6" 6'-0" 6'-6" 23'-9i --- - - -- _----- --5,� ------ - -- -- 23'-9j" — Lake Oswego,Oregon 97035 4'-6" 5'-0" 5'-0" 5'-0" 4'-9j" 4'-11 21" 18'-6}" 2 " 7'-1 \ (50,9)2M-0552 3'-0" T3'-0" 2'-0" 3'-0" 2'-0" 2'-0" 1'-7j" 3 W-2}" 3.-0" 3'-0" 1'-7a 4 I ,3'-0" CA) 2'-10" 2'-10 10 i \ 10 I A4.1 - 15 -- 100 --- -MY \ I 1 2 O 10 Q10 10 I YP. I SIAR 200 I 10 10 I I I ` e o . 6 �) I N •� _ , 101 0 I , 6 I 391.3 IZ � A4.3 SPACE 102 • • 113 SIM. OPP.� `° t L- _ 2 I 33'-10i" 22'-1}' 33'-101 1 14'-11a"0 8'-2j" - -1d`=0"- - - - -2a" 13'—i" 315'-2}" 22'-1}" 33'-10j" 0 C3 A - � 2.4. 19'-Oj" 14'-10" _ o 16'-2a" 19'-Oj" ' I I to � 206 I �.3 I � 5 � _ C co �� _ 5=�" ------- --- ------ --- --- tff 6'-0" 0'-10j" 9'-7j" 6,_8j.. 12Iof. 6 _--_-- -- ----- ---A I I 5 7 I / I 5� t :r 8I115 II I I q 07 I I i I — — D _ �— I �- 0 0 0 0 I Cr t2 to MEN X 0 0 1 ° p 1'-10" I I 11 111 I i I I o I o f o� �+ "� �A 1 114 3 8 I c I 8 I I co 1 © 8 1 Now, N _ _i 71 (Dq - 10 5 ( Cr) I I MACHINE ROOM I A _ ' Owner 106 I ' S ' I Pacific NW e O e I 1105 I OPP. HAND I '° E `° Properties 0 a � 8 / o ———————— ——————— — — ——————— ———————— I3 ;, e 116 1 102A 0 2.4. 0 `O tO 1 9965 S.W. Allen Blvd.Suite 115 `O Beaverton,Oregon 97005 I I I I I I I I n 0 109 0 I 116 I �o 5 to . 2'-10" °' 2'-10" _.0' M tD Project 3 3-0" - ---- - -- - - --- - - _ 3_ I ��— _ 72nd Avenue 10 1 10 I Fie ,0 — 10 ,D off ice — — — — — Building I 110 y� I I 2'-10j" I 13535 S.W.72nd Avenue 3'-0" 1 3'-0" �._ �" 9, 6„ 3'-d" 3'-0" Tigard,Oregon 23'-91., — �;�., ------ '�--�=----- 9u 23'-9a„ 3 4 C 1 2.4.•' A4.2 Sheet Title: J First Floor Plan Dimension Notes First A"=1'-0" A. DIMENSIONS ARE TO FINISH FACE OF GYPSUM BOARD AND INTERIOR Floor Plan ALL EXTERIOR. WALLS P3 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 WALL UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS P2 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 S. FACE/CONCRETE C. GRID LINE D. CENTER OF MULLION 0 4' 8' 16' 32' Wall Legend NON-RATED WALL 1--HOUR RATED WALL motes 1. CONCRETE TILT-UP TYPICAL, PAINTED P-1 AND P-•2 2. ALUMINUM STOREFRONT WITH 1" INSULATED GLAZING TYPICAL Revisions: 3. RAIN DRAIN - SEE PLUMBING PLAN 1. 21 July 2000 4. CANOPY ABOVE Addendum I 5 5. MAILBOXES 2. 27 July 2000 6. LINE OF FLOOR ABOVE Addendum 2 7. OUTLINE OF MECHANICAL SHAFT ABOVE 3. 1 August 2000 8. FIRE EXTINGUISHER CABINET Addenda 3 9. BUILDING rDIRECTORY AN 4. 6 September 3 11. ALIGN FACE OF FINISH FACE OF WALL WI Plan check Questions I OPENING OF CONCRETE NANEL Q 5. 12 September,2000 4'-11 a" 2j" 18'-6}" 21"i" 7'-11 On going 1 1'-7a" 1'-Ja" MILDREN SIGN GROUP, P.C.. 2000, 011 RICHES RtARVED IN THESE DP.AWRICS ARE THE PROPOITY OF \ MUM DEMON ORDUP ARE NOT TO NE USKD OR RLIPIIOOIICED of 0 M TYP. UNO \ MANNOI,EIIODT 1N1N 1111 FRIOR 1111"M.P. 01 PERMHlIQI or MLDROI 0[�NM ORaIP,P.C. FYIDate: 16 Aust 2000 Drawn by: Checked by: B a'-11a" 6'_0„ a'-11a" B TJK RK WEM n 4'--4}" Job Number: 99095 g Sheet of: a , Opening Dimensions at North Entry „per Construction Set A2. 1. 1 .. e NIJ .A f ,.t"M':. .._ - _ <.... .. ,... _ + ..ww..w• - ,,; a•...xt. v .,.,.n•,rr w• twh ..,.: .. -7•^.£.r•`cwJ'..-.f'. {''i r, . ...., ,.,., .,.. r r (7ZW:. � -,,, ,J';. w•+pwrMv...•rev,fa r ,.•m.ai.ntire".+e w.,w.•,r,..,,.. -.s . sf,,.; ,.a. ;...... •:•t••ryr lmIX.1"iR,faah�•s„r rwn,.rr•rrh' P wAMM6 `, fry"3ylyp� 1i... , •a .q� 1 2 4 ID 12 14 f� 18 ± , • � -dr.. , 7777 �� '`` li 111 �'I� • ,'.I.I IIli1 �� II11 4j,l�lllllll Illtfl' , ��1111�11IIlll IIIIIIIIIIIII I ! I I { �^ I I�llll li VIII II IIIIIIIIIIII lillllllllillll IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIlIIII /� • IIIIIIIII�I�III�I�IOR II��IIIIII'111M11 11�11111411111�1111(II�NINONp11�1�11�11IN11�1111111�11111�111111� . ` °"�....+e�..w..M...,...-•�M.W.W. 1 11 �n 11111 t :1'. 1 "Y� / ' rrs"war•„n,••w •.w,:w.i• -- .. _. ,*„p,..... ....... .... ......«..-... ,.., ..,, .- .. . ._ ro.+Mwaar",vw.�w"rrMrMrrwa..a.ewrw¢a_....w.+nwsMwr vwrrwM�ww.> Wit. .....• .-x-.•.w +. - .r,•.nww..a,++w.".nrw",w.. r .—i.w' w..,Ml ."+-rw'v ... Y. YI.YI '•. l�M.rclJ.► ..t•...M,IY' MYMKFY+ n .`t'i k t p 1 2` 5 3 4 2 - TYP. THIS A4.2 1'YP. THIS 6 7 8 9 10 STRING UNU UNO e c TYPICAL -- _ — 244._011 TSTRING " MILDREN DESIGN GROI�P,P.C. 75'-0" 94'-0" 75'-0 25'-0" 25'-0" 25'-0" 29'-91" 34'-5i" 29'-•9i" 25'-0" 25'-0" 25'-0" �reeetat1ec.-ruae SPACEPE+AtVNRVG 11830 SW Kerr Parkway,Suite 325 s'-6' 6'-G" 6'-6" - -- 23'-9J" - 28'-51" 23'-91" —5'-0" 494114 - Lake Oswego,Oregon 97035 5' 0" 5'-0" '- �" '- �~ '-1 4' 10�' 4'-1 4"-11i" 3'—O" ,3'—G" 2'-0" 3'-0" 2'-0" 2'-0" 1'-11" 1'-11_ 3'-0" \\ 3'-0" 1 TTYP- --ANA, B T YP. B 1 2 LICAL 2 i f A4.1 B I R I A "�- _ — — — —_ + -- ---{-- — — —s 6 TYP. I 6 �� 6'-0" - a'-ltd,. 6 I C) I I l — — N — L I .. _ I 4._4i„ 0 I 9 I a I 1n I 21" 17' 1" 1 1 1 1 ,,, `O ~ 3913 ofLEASE SPACE o I A4.3 6 I _ p NOMAS y I 207 •;; OF 207 p10 I — � I 0 33'-10j" 22'-1 J" 9.-Oil. I 39'-9i" 1 -2 48'10" 9'-G?' 22'-1}" 33'-10J' o BALC 4. I I 201 I i I __ I 1 213 1 I 206 C �- --- ------ --- ----- ---�r _ CI'-t0�.. 2ot� 9'7i" -8�" 0 12' tOd" 5 — r -- ----- --- ----- ---- o t i l I Q 2u e 202 N I b__1 sto O oor+ 212 0 1 1 0 205 1117 1 1Q^� ,� 107 20 �_ 1 oow x13 —+ 2 ✓ I 20• F 1 c� S I I I I ( 1 !40I 210 209 I I o m M A4.1 R4\7o- 10 I 5 211 I 0 1 1 1 204 5 I N i 202 o i (\ / �------------ ------ -------0 I 1 ------------ ----------- 6 2• I I - 6 A41 ( I A Owner: `° IS1M.-OPP, Pacific NW — Properties \ / o �-------- --------------------- ---------- io to B a �o 2.4. to 207 9965 S.W.Allen Blvd.Suite 115 n 1 I I I Beaverton,Oregon 97005 M I o o I 10 QD I Project: 3 0 0 0 3� -- F fir— --- - --�/ ---- YP. THIS ----—\� 72nd Avenue 6 6 TYP• 6 1 °i - @�TRING UNO �.. 6/ I 6 Off ice -- — — — - — — — �/ _ 4'-11i" 4'-1 4'-l0�" 4'-1oi" 4'-11a~ Building sENTRY I 110 I 13535 S.W.72nd Avenue 3'-0" i 3'-0" B 3'-d" 3'-0" Tigard,Oregon 23'-9a" 1 28'--54" 23'-91" ------------- ------------•-----� 2.4. 1 A4.2 Sheet Title Second floor Plan Dimension Notes Q' Second 1/rJ.1 I—O" A. DIMENSIONS ARE TO FINISH FACE OF GYFSUM BOARD AND INTERIOR Floor Plan ALL EXTErIOR WALLS P3 UNLESS N^'cU OTHERWISE - SEE SHEET A5.1 WALL UNLESS NOTED OTHERWISE. ALL INKRIOR WALLS P2 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 B. FACE/CONCRETE C. GRID UNE D. CENTER OF MULLION 0 4' 8' 16' 32' Wall L Keynotes Q _ end 1. CONCRETE TILT-UP TYPICAL, PAINTED P-1 AND P-2 NON-RATED WALL 2. ALUMINUM STOREFRONT WITH 1" INSULATED GLAZING TYPICAL 3. RAIN DRAIN - SEE PLUMBING PLAN 1-HOUR RATED WALL 4. CANOPY BELOW 5. FIRE EXTINGUISHER CABINET 6. CONCRETE WALL PANEL JOINT Revisdons: 1. 21 July 2000 Addendum l 2. 27 July 2000 Addendum 2 3. 1 P ugust 2000 Addenda 3 4. 6 September Plan check questions 5. 12 September,2000 On going MILDREN DESIGN P.C. 2000• ALL RIGHTS RESERVED THESE DIIANIIWS ARE THE PROPERTY OF MIIDREII DESNiN ARE NOT TO K UM CrOR 1�/ROOY�MANY MAINKR,OICrEpT MTH TIM P�Rlo�ll MIITTEN PERMISSION OF MRI7REN O[SION CROUP.P.C. Date: 16 Agrust 2000 Drawn by: Checked by: TJK BK WEM Job Number. 921%5 e Sheet of: 133 @W Trod AW. u Mae- Construction Set A2. 1.2 •d .. ' 11111111 1 Now �.,....N ., -, -... ."..'.'� � �• .attv �Hrw^ air r r w �• ;+rte" ,per. ''lA44 tlPM1Yk}Y+:.a,lwu+ OW 2 y r I T •' 12 14 16 , • ,, 11�1��1 � �)� IIIIlI �t�1-f��llil ,; - ,,, �' - ,.; �•�, w �-��: �,� , ; 'IIIIIl�IIIIIII�IIIIIII�IIIIIII Illtll1�1111111 1111111��1lIII) IIIII11�1111111 IIIIIII�IIIIIII IIIIIII�IIlIIIIIIIIIII�II � .� .,� �� w �Isy r i1t " ,,,.: • . 1 N ��wA111N1�INi 111 NI 1�t r " t r • . ... ��'1�t .'Mr;�ll+.x+x++rlliill.:i,...•.,'«er4+�er,0ih :.....: ..fir. .,. .,,,..wa,.,........, .,...«w.»u-»va,"..ew ..,•.... ..,..r »Tr-«Y,,,w..ws..;.aw....�w".:...... 1 a...w..-. wr.e•«:.r-,+w.-w.r+.+...+. r.•«m«+..-..:+...:.,.!r...-.-_a,.w s. .ux .ew. .,+vow w....u..e."aire• i..+"nwr+rrrrr. r tl: .....+..n.+...rr......+w..+"+...:.r.e."w-..r.++•+..o-Ir..+w"........-a,..nn...+.•s...:y.r+.rw,w.w.r.++..n.n...-....++•........:«s:...rr" rw"u+r++..w...+r.,.,u...r.+. - , ,s 'er '" tisk_� . F iR• �.n •1 •j i 1 2 3 4 5 6 7 $ 9 10 244'-0" 75'-0" 94'-0" -- — 75'-•0" MILDREN DESIGN GROUP,P.C. 25'-0" 25'-0" 25'-0" 29'-91" 34'-51" 29'-91" 25'-0" 25'-0" 25'-0" ARCHMILTURE - SPACE PLANNM 11830 SW Kerr Parkway,Suite 325 Lake Oswego,Oregon 97035 (503)244-0552 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° ° x 0 0 0 0 O O O O O O O O O O OO 0 U � O O O O—O O O O O -- � -� — e I o N A5.2 to o - p NOMAS 13 RIZ y 5'-2f VERIFY WITH MECH. 5'-2}" VERIFY WITH MECH. 22'--7" Y WITH MECH. 1 22'—7" VERIF H MECH. 2.2. 3 I 2.2. I • 3y o I I * 1 FF—__�17 SIMILA lqA8a2 SIMILAR 9 10 5 —'— —— 10 9 Or TYPICAL ao 3 00 I Owner: TYPICAL Pacific NW Properties 6 I 9965 S.W. Allen Blvd.Suite 115 o M , TYPICAL TYPICAL Beaverton,Oregon 97005 7 8 8 Project: - 72nd Avenue A5.2 Office 0 0 0 0- 0 Building O 0 0 ° O O 00 0 0 e ° ° ° ° ° 13535 S.W.72nd Avenue A5.2 1 �� Tigard,Oregon Roof Pian Dimension W.11-0. Notes A. DIMENSIONS ARE TO FINISH FACE OF GYPSUM BOARD AND INTERIOR ALL EXTERIOR WALLS P3 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 WALL UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS P2 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 B. FACE/CONCRETE Sheet Title: C. GRID LINE i) D. CENTER OF MULLION Roof 0 4' 8' 1F' 32' Plan Wall Legend Keynotes 7 4 NON-RATED WALL 1. ROOF DRAINS -0 t 2. ROOF HATCH -IELD ERIFY 1-HOUR RATED WALL 3. BUILT UP ROOFING SYSTEM WI rH MINERAL CAP SHEET 4. BUILT UP ROOFING SYSTEM WITH ROCK BALLAST 3'-0" _ 5. 2'-0" X 2'-O" ROOF TRAFFIC PAD 6. RIDGE LINE 7. VALLEY LINE " LIP GRAIN ASSEMBLY 2.2. PRIMARY EMLY 8. CANTILEVERED CONCRETE WALL PANEL 9. MECHANICAL UNIT CONCRETE CURB 3'-0" x 5'-0 SUMP, SLOPE 10. MECHANICAL UNIT - SEE MECHANICAL PLAN —' --- ------ TO DRAIN Revisions: ' I I I LEAD PAN 1. 21 July 2000 I I --LINE OF LEAD PAN Addendum l 2. 27 July 2000 BUILT-UP ROOF ON h" PROTECTION Addendum 2 ROOF SL(PE i i ROOF SLC*-t BOARD ON RIGID INSULATION 3. l August 2000 ` I I / Addenda 3 _ 4. 6 September Ii --SECONDARY DRAIN Plan check Questions I - 5. l2 September,2000 p N On going I -'4'-0" x 4'-0" x 4" DEEP _ C 1 I I SUMP, SLOPE TO DRAIN -- I D ' '-r•, --- IIlls 0 MILDREN DESIGN GROUP. P.C., 2000, ALL � I I I I RIMARY DRAINJU RIa+Ts RESERAo I -- THIN DRAWPM ARE tNE rROPEwTr of DM ARI NOM tru� wIEreo IAnr MANNER,LxCEPT NTH TME FRMN NIIITTQI UILDING COLUMN BELOWMETAL DECK RMIUM OF MUM MIKIN WaV. P.C. 0 ROOF SUMP RECEIVER Date: 16 Agust 2000 Drawn by: Checked by- 2'-6" y:2'-6" 2'-6" UNDERNECK CLAMP TJK WEM ' 8 5'-0" t Job Number: 99095 N Sheet of: Roof Drain Plan z Primar Roof Drain 3 �1 —0 7; 12C1 12c2a Construction Set A2.2. 1 ot'''"'»01 "" ,^^': ,l - t_ry.. 'y'a.11ll.iY:l��;aN1,'",+'M.a*'I,�t•M' � ... ..t ' , / ' .:i.n...YVAtiH Wu-4b..Mp"Y.W..;,.,✓..•.•,n1 r1+. .�J'.. f 1 x:,�+!"✓I J M•... , ..v .. A „+ ..«- ... 'TR _ - e"wI".+r",,,,,y,,. a.. - - w4'IF'�""""""•' w+M+w ^'M. ..,y, ,—a. —„_ ,tirefnarnrdYda►. v w v A,s •�.:..,...+at'. 8 r ~ f "" 10 12 ;�� , ;' .. I l „` �, 11111111 ICI• i �l'It�llltlll 11I1111I1111111 11111111111111 111111111111111 1111111I�111111 111111111111111 111111111111111 1111111 111 �1 I , ,.1; ' 1 1 1 1 1 1111111 1 1 ti .. "� ,r ., aY1Y111L;. !v , .•.r.:+wMn [t:l..,`• ia: ,.,p� 7 w.�wrr.-.,—w .... ... •.,-.. A rte. .. - .a�"y.111"!"w.'.!'!`�..n.M�..n+"•y/�s.rY'.•fiu'm'a.•.►I+nT.t"�••4.u>.M�'pa mtV.'..•.l.s,!""A..w.`.ip1.�Y�Y..a „e,w,W.,.. ws .•.r..M T�rIM.Fn.M'1.1/-'r,.r.... • .-•MIA/I�.Yn�Iln'+�`rvw.Yna..•w.++w,..!•.f MMM�M.l1-�.�� U' fl. !I+ t%Su Y sir a 1 2 3 4 5 2 6 7 8 9 10 A4.2 244'-0" 94'-0" 75'-0" MILMN DESIGN Gitou P.C. ARCHI WWRE " SPACE PI.ANNNG 25'-0" 25'-0" 25'-0" 11830 SW Kerr Parkway,Suite 325 25'-0" 25'-0" 25'-0" 29'-9�" 34'-5;" — 29'-9 " - �--------- --- ------ ————————————— --------� L+ukeOswega,Oregon 97035 (503)244-0552 \ ( 3 I 0 00000"li A4.1 --� ---� 200 08 — — _ 1 — - - — -- - — _— — LOBBY - - _ 101 - 1 - — __ �0 Vo5 o MAS J3 y M 2i-F OFS A J+ 2.4. I' 1 - -- 0 tT i I 11 �. ��•'�ia y , y�+{ �"'.��{+A{ �1a,-,(�',N�. •'+Y'. .7�,•ST `,r�. .3 I ;h'1rr' I loo O , `•:'. - Kim Li�To n�.N a•+ - - — — - - — _ . � r � . y Owner: 4. im. -P - -- - - - Pacific NW Li Properties I H —T MIMI10 2. . I � 9965 S.W.Allen Blvd.Suite 115 Beaverton,Oregon 97005 b - - Ali 1 Project: 72nd Avenue 2 O a1A+ � -- P3B Off ice oG — I Vis. j►rr •; * +*+};-•: � r •�K�; Building gNsir'y 13535 S.W.72nd Avenue \ 0 6 ``�^'` 'I.'�',:r a�` � 3 Tigard,Oregon �------------- -----------------� C 1 2.4. A4.2 Sheet Title- First itle First Roor Reflected Ceiling Plan --�� First Floor~ J 1 -o" Dimension Notes G' A. DIMENSIONS ARE TO FINISH FACE OF GYPSUM BOARD AND INTERIOR Ref lected ALL EXTERIOR WALLS P3 UNLESS NOTED OTHERWISE - S171 SHEET A5.1 WALL UNLESS NOTED OTHERWISE. Ceiling ALL INTERIOR WALLS P2 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 B. FACE/CONCRETE C. GRID LINE MENNEN D. CENTER OF MULLION Plan 0 4' 8' 16' 32' Keynotes Wall Legend I. SUSPENDED ACOUSTIC TILE CEILING AT 9'-6" AFF TYPICAL 2. GYPSUM BOARD SOFFIT AT 9'-0" AFF NON-RATED WALL 3. GYPSUM BOARD CEILING AT 9'-0" AFF 4. GYPSUM BOARD CEILING AT 10'-0" AFF 1-HOUR RATED WALL 5. GYPSUM BOARD CEILING AT BOTTOM OF STRUCTURE Revisions: Q 6' 2'-0" x 2'-0" ACCESS PANEL l 21 July 2040 7. EXTERIOR SOFFIT BOARD 0 8. PAINT BOTTOM OF STRUCTURE Addendum 1 9. BOTTOM OF STRUCTURE (NO PAINT) 2• 27 July 2000 Addendum 2 3. 1 August 2000 Addenda 3 4. 6 September Plan check Questions 5. 12 September,2000 On going MILDREN DESIGN OR P, P.C., 2000. ALL RIGHTS RESERVED I DRAWING!ARE THE PWAA i OF MRDREN DEMON OINDUP, P.C,AND AIR: NOT TO K I=0R REPR001'CEO IN Ahr MANNEk EXCEPT WITH THE MOOR VMITTE,1 PERMISSION or MILD" WAON(Mr. P.C. Datt 16 Agust 2000 Drawn by: Checked by: 'i IK WEM Job N imber: 99095 Sheet of: T>1gI�. • Construction Set A2.3. 1 ;y 14 �, Iltl �I!11111' Llfl `II II l.lilillllhl � � I, Ill�llltll) IIIIIiI� . .a111�111II IIIIIII�IIillll Ilillllllllllll VIII I VIII II I , ;; II VIII 1111111 IIIIIIIIIIillll Illllllilllilll IIIIIIIIIIIIIII IIIIIIIIII �M�i nnl h�null l'n MJ Nn 1ia11 IU iul xN�loi NrN11�1 NNN NnIN NNditi� y + ,,, ._,,,..,,..., ...--.. .. .�s...u.,- ..,. ......._...r..w...., ....r...•".......n...r.w.-.....�.•.s.w, .,.r..•.....,..,"...s.,,.. . .,.,.,-n„ v .illly +Y�D.w�M- ...-,. 4 .,..M,. . . �,. ,:.. ..:. .+ut'.•.A..,.- �,,,..:,,,.. +.�riii..,w,r-rw. .......,._. ,.._•<_... � .:.. _ ........ ..•.....a• _......s-.. . ..,..._......._.,.... ..... _ ......,..,.....,•,.....+...,+.rsw,+a.nm..,..q..,..wvu�...r�,�........... ....,.......... .. ewr.wne,..w......mow....,. ...�,,....,n.w.....,m.«..w.n•_...ti.,n-.�, ,.,.....,,.�.,,.�,.•,",..,.,.n."..,........u.i..._- .,.....n....�w�� ',.5i A 1 2 3 4 5 2 6 7 8 9 10 A4.2 244'-0" MILDREN DESIGN GROUP,P.C. 75'-0" _ 94'-0" 75'-0" ARL_MMICIURB • SPACE PLANNM 25'-0" 25'-0" 25'-0" - 29'-91" 34'-51" 29'-9a" 25'-0" 25'-0" 25'-0" 11830 SW Kerr Parkway,Suite 325 Lake Oswego,Oregon 97035 (503)244-0552 ------- ----•---- ------------- ---------•�\ I I I I I I I I A4.1 i I I — -�- - - �--- -- — I - — q — ( — — — —�----- — - - 4' 11 I B -- IY774-1— +T_M_ _j -I- 14-H -1-11 - - `Lr'� 4+ I I+I I I I I 1 3913 - - - - - CC II y M , — F.+ (O n I 201 _ _ 1 - - - AIM - I 0 �- 13 I 4 i I rh �',• f I -� I i• ,� 'ttt'' ,.i +.va+�k ery CHAS 107 — —� — ��"t �is i.L.'( i�.``v.,;.•i• '�!n;:;! � LJ L 0 0 0 13• • =r`v��+1 Owner: 1 �i i J• �+11�-.'Ii � '}'lkl•s Vii: �� _ .4. .H; ,. /�,.,•. :. ,.{ I I SI pP Pacific NW ��Y:•::,:.�;::z.,v �.^ .� ,��::� _ Properties 3 9965 S.W.Allen Blvd.Suite 115 1 - Beaverton,Oregon 97005 0 n Project: 1 1 . 1 1 Pj _ 72nd Avenue F - Off ice I CG _ _ _ — -- — 4U I ENTRY, I — — — — — E�iilding I 110 I I I 1 I 13535 S.W.72nd Avenue Tigard,Oregon �------------ ------------- --� C 1 2.4. A4,2 Sheet Title Second Floor Reflected Ceiling Plan Dimension Notes Second Floor A.M1'-0" A. DIMENSIONS ARE TO FINISH FACE OF GYPSUM BOARD AND INTERIOR Ref lected ALL EXTERIOR WALLS P3 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 WALL UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS P2 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 B. FACE/CONCRETE C. GRID LINE Ceiling D. CENTER OF MULLION Plan 0 4' 8' 16' 32' Wall Legend Keynotes —, NON-RATED WALL - 1. SUSPENDED ACOUSTIC TILE CEILING AT 9'-0" AFF TYPICAL 1-HOUR RATED WALL 2. GYPSUM BOARD SOFFIT AT 8'-6" AFF TYPICAL 3. GYPSUM BOARD CEILING AT 8'-6" AFF — 4. GYPSUM BOARD CEILING AT 9'-0" AFF Revisions: 5. GYPSUM SOARL CEILING AT 9'-6" AFF 1. 21 July 2000 6. GYPSUM BOARD CEILING, HEIGHT VARIES Addendum 1 7. PAINT SOT':'OM OF STRUCTURE 2. 27 July 2000 8. 2'-0" x 2'-••0" ACCESS PANEL IN CEILING Addendum 2 9. 2'-0" x 2'-0" RATED ACCESS PANEL IN WALL, LOCATE ABOVE CEILING 3. l August 2000 10. CENTER ALL MECHANICAL AND ELECTRICAL ITEMS IN COFFERED Addenda Sep 3 Q AREAS 4. 6 September 2 11. BOTTOM OF STRUCTURE (NO PAINT) Plan check Questions 5. 12 September,2000 On going MILDREN DESIGN GROUP, P.C.• 2000, ALL RIGHTS RESERVED THESE DRAW=ARE THE PROMIry OF MRDREN DOW OR" r.a, AIO ARE NOT TO K USED CII R�ROOUCEN IN ANY MA N1EIt,tXW1 *M THE PRIOR OITTEN PERMISSION OF MLORM D[>lI�I ataw, ►.C. Date: 16 Lt! 2000 Drawn by: Checked by: TJK WEM Job Number: 99095 s Sheet of: 0 Construction Set . . •� N M ... w ,...n , - u s n Lto. •ems �+�•^•..- ow P 10 - ' I 14 �+, 15 S 1� 11111 II I III �1111i11�! l Ill I II II ' I) 111111 1111111{lt '+�. 1 i •. ,:,' ,'.'", ". •, ' I (�IINIIIIIIIIM�I�IIN��NI�IININII�INIIPII�I�III�III�MN1111111111N11111111'IIIIp1��1111I11�1111� � ,,.� .1 1., it - _ ,� ..I ,- •,�...,,,„r�',�F,f, _ ... _ � �, . ..( «Y.,. . ....,+-v.,..+ r.,..,...,wrewn.".n..n.,........:....,..... r..e.w�....ww ••+,e,.re..ro.,.+.....,...,..►..,,,...+n.+.y►..w■w+—,••. ..� 1 _., ..�w�rw.�wi..r..+r�.w, ..,..n.f�'.•,...i...v,s..,.i.m..ws.a�Ml�" .«.. s r i°.� E+ 0 •a Keynotes 19 6 1. LINE OF BALCONY ABOVE A5.3 2. MAILBOXES 3. MOP SINK 10 I~ 4. LINE OF CANOPY ABOVE O 5. 2'-7" x DOOR HEIGHT TEMPERED RELITE MILDREN DESIGN GROUP,P.C. 6NDjG . FIRE EXTINGUISHER CABINET \ \ 11630 rARCHB Kerr Parkway,Suite tNeN325 7. RAIN DRAIN - SEE PLUMBING / 9 toOA \ 8. MECHANICAL SHAFT ABOVE I / \ Lake Oswego,Oregon 97035 9. RAIN GRAIN 1N CHASE - SEE PLUMBING /� 100 \\ I (503)244-0552 10.CONCRETE COLUMN 19 N \ 11. BUILDING DIRECTORY /� A5.317 \ E 13.ALI N FINISHED FACE OF WALL WITH FACE OF 5 / �� 3'- A5.3 \\ CONCRETE OPENING AT STOREFRONT SYSTEM rn 137 71" 4 2 A4,5 4._34" 3 0, - - - - - B o - , - 1 I 1 N ' - UP 6 \ AT5 NO PIA \_�DSIM. I .1$ 391 �q Pi TYR S 11 0-3 71.. ^ N 71" • LEASE LISLi 101 102 '0 NI N tT I e e 74" 0 1 0 71" i I 1 2 3 Cr L,----- I I 1V - - - - - - -- - -- -- - - 6 13 5 A5.3 2 A5.3 5 2 1 A4.1 A5.1 � r4'-00(-L:IR w iD `O Owner: / 113LL 21'-3" �; ' Pacific NVQ 10'-," _ 6'-2" s - Properties 5.3 A&3 _ � o A6.2 A6.2' 5'-4j" 9._7j" 5'-1" CLEAR 10'-71" 6'-24" 11,_ j„ 0 UP i 14 4'-6" CLEAR 2.-0., 1'N81' 11j.. 8,_7j" tTj,. _8i.. 2,-0„I _i I A5.3 ` - aa 91965 S.W.Allen Blvd.Suite 1l5 _ Beaverton,Oregon 97005 P1 I9148 I 114A 2 EQUIP. 2 I 112 I m (111 I ' m A5.3 115 I � I co a o A4.4 I (� I _ i I in I I 6" 1 - P2 10 I 11 7 -^'� �1 -11" `./ I I I 112LLL 111 A4.4 107 A5.1 / PI 11 I MEENo ' �-- rril I NxI - - 114c 4 (2) I 10A� Project: 2 g'_6)" A6.3 2' , 7' V63 to4A 72nd Avenue t q 3 10 3 6 to 16_ 1 5 12 N 04 O A4.1 114 A5.1 A5.1 I A5.1 11 3-6' i a ® 3'-6" I o P2A 03 ti Off ice SIM. --t aA6.3 \ / 1 MACHINE R Building =, c� PB `n 106 1 do I ca 1 I N 11 0- a � 1o4e 6 13535 S.W.72nd Avenue 2 5 Tigard,Oregon PI I " SIM. I - 5 IF 10 A6.3 6'-6"CLR. IM 00li'-tOj" AEnlar ed First Floor Plan West Stair 5'-W . _ bbl-1-°" i I 105 Sheet Title 54e - - _ - - Enlarged A6.3 o First . a 0 4' 8' 16' 32' SII CORRIQQR 109 Floor Plans a _ _all Legend _ ly NON-RATED WALL a Enlar ed First Floor Plan - Core A2.4.1 J4 =l -o 1-HOUR RATED WALL bbl-1 ALL EXTERIOR WALLS P3 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 I1 1. 16' 32' ALI. INTERIOR WALLS P2 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 5 6 Revisions: 1. 2.1 July 2000 Addendum 1 CORRIQ 109 - -` -- - F 2. 27 July 2000 Addendum 2 110A 3. 1 August 2000 a Addenda 3 4. 6 September h hPlan check Questions t0 J / 5. 12 September,2000 A4.5 q^ On going \ '� 1 g g . 1'-I 1 6'-1 4. 11tOB 1tOC.. 5' ENTRY UP 4 Lu0 2'- Uy \ 4" 4" / RI�NRESERVED DESIGN P, P.,., 2000. ALL \ / THESE DRAWINGS ARE THE PROPERTY OF \ I / AK NOT TO!E USED M DESIGN�OR PR�PII D'll�M Y L. MANNER,EXCEPT WITH TitE PRIOII WRITTEN PERMISSION OF MUM"ON , P.C. 1� Date: 16 Agust 2000 12 10 4 Drawn b Checked b" (A4.5) y' by: - TJK BK WEM g e Enlar ed First Floor Plan South Entry Job Number: 95095 N bbl-1 Sheet of: 11143/tW 72M A". Construction SEtt W A2.4. 1 �•� 0 4' 8' 16' 32' �� „ : , ` *•'�'; ".L.'.w.r'x" - Y . ..-.... ..,........-. ._.. :...<.KYu .. ..err. w .... CMIMirUVr!+.7i.Nn I:K .L ,.WJ. urine .. 2 y . i0 I 12 14 18 '�''w j1 ,`' 1• '� i ' !. I< a.. I!!I(I llalllf llll IIIII WillIIli11litiol I I I i l l!I I I I 111111 ;; T IIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII Illllllllllilll Illllltllllllll IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII .,�' n,�#►dlltWl�ntg1E1�111KfI1N11g1it11�• t IIIIfW III�III� YRIIIII�I't11It�� m1�11I1R�Nt �4 ,l.^ J .. .,, . .- :. ^y�y,,,ahrta...^'.-►"^-+..!wMMM+.I,..r,,,,! �) 1M p � �1 �IIitIItIM��IItI�11�NII�NMItNIIITII � i r. 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PAPER TOWEL DISPENSER Ate}��Me a SPACE �NNN G O0 11810 SW Kerr Parkway,Suite 325�0O0�0OCOO0.COpO : 0 0 BEYOND ae Oswego,Oregon 97035 0�000 04O 000 000 00 o06"0 o000 O o4 O a o o (503)244-02 00CP00 00 0 O000OoUOo0 o0 0o0o0o0o0o00o0O00Oo �00C � JD 0 0�( 00�0��0� 0O000�0000 0 o00O o0Ooo0O 000 000 o00 00O o0O o0O o0 00O oA5.1 � 0 oco990 0C �oC,o-oo'cg- Rc ( 0008o90O o0 O 0o0oo0O OO o n )MOUC, 0 0 OO o(- 00 O o0 O o AD 4'-6 o --- - o I 0 N2 A5.1 1 0D 1�� -- 5 SIM. RIZP5P2 rOMMAS F SE SPACE A4.5 a I ACF k N N207 . 2 A6.2 1 : 6j" _ 6j" T I I -- N N 9 A4.5 SIM. A U� V 4'-7j" 0 2 7 2 < ao 2'-0" 201 2-0" 00 A5.1 Owner: A4., a _ Pacific NW 0 0 II 21'-3°' N N Properties 4'-0" CLRM tiff a a 4 Q 5 A5.2 A5.2 "'40 1 - 5 4'-6" 10'-4j" 5,-1 11a„ 8'-7b" 1li" 3'-•8d" < Beaverton,��gpn19965 S.W.Allen 9 mite 115 21ii P2A a N I 4 3 P2A OPP. b I - I 212 :« 210 209 00 2 1 3 ,-' A5.1 0 � 2 A4.1 DOWN ^ a -9 -9 A6.3 A4.4 107 203 A5.2 �_ M. Project � 1'-11' -0' 2 = '*1 -ri 00 202 5 _ _ __ _ _ - - D 72nd Avenue 2I3 N A6.3 2'-0" 0 2,-0 P2A O � e' 2 Off ice -10}" �I 211 8>}" 3 10 5 I ?11 4 211 -6„ Q o® - I a Building A5.1 SIM. A5.1 TYP, A6.2 a 2 I 20? A5.1 SIM. o, °" A 13535 S.W.72nd Avenue CA N Tigard,Oregon QS PiB ` pis I 0 N N - I I A Enlar ed Second Floor Plan - ` :lest Stair 5 ° A6.3 P4 "' 4FASE SPACE Sheet Title: 1�!�bbl-2 CO 207 5'-0" Enlarged - - B - - -- - - - - - OE Second 0 4' 8 16' 32' - Floor Plans al 5 a A6.3 S(M. E ed Second Floor Plan - Core 12° and Entry Canopy Root Revisions: 0 4' 8' 16' 32' 1. 21 July 2000 Wali Legend Addendum l 2. 27 July 2000 Addendum 2 NON-RATED WALL 3. i August 2000 Addenda 3 1-HOUR, RATED WALL 4. 6 September Plan check questions 5. 12 September,2000 ALL EXTERIOR WALLS P3 UNLZSS NOTED OTHERWISE - SEE SHEET A5.1 On going ALL INTERIOR WAILS P2 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 M0.DREN DESIGN OR P, P.C., 2000, ALL RIOHTSARE THE RESERVED M=wPR" Y OF oo S oRr PA IVO TME NOT TO K Un 0R �M0011DID M ANY M" EMCEPT MTH TM MMOWTEN PERM Of MILDREN DMON GROUP,P.C. Date. 16 Agust 2000 Drawn by: Checked by: TJK BK WEM Job Number: 99095 s Sheet of: N 0 IMI IN1 MW Aw, N Construction Set A2.4.2 lie I 91 MINIM i nx ....._.....ww++"e^ - ... .-., •....._,,r. .,i,. vnc. .. ..cwn. w +^w0a.+ ��{P .��R� polo- NY, a . } t 12 14 16 ) . : �_A . ��, �► r i � ►,� I��I�� I��► 1.11...1.1.1.1 I.....II.....I. �� ti9�. : . I . .. ► : I � 11.11111 �1 1�111�11��11! �1� 1� w IOL' a I wd i I��mh n aldll�lmin u�d�i�nu11�IIN�if11�11N1nRlI11MM1�IN1nhiIali�i i,°i n.. ndI I1 ! • t.u.irNl,w y .,ws»,»e:,.r•ne;aww.,,+..nrrw..r,..rry„W..r+ r•.wmu •.n«•,.........w„.-.w,.., i M•w..w, , rR• i; Y 1� 1. ,i x; rµ. r io ,I TYPICAL 2 TYPICAL 1 6 Q A4.2 4 PP. HAND -_ 10) t0 MILDREN DESIGN GRoup,P.C. -- -- I I ARCHITECTURE - SPACE nANNNG - ---- - _--- 11830 SW Kerr Parkway,Sulte 325 Lake Oswego,Oregon 97035 - '- - (503)244-0552 - Q as TYPICAL o 3 �n 00 I -v 00 I M P1OdI LINE _ - _ _ _ - - - - -- - ------ T71 I 0 I S0D �- A OMS 3 RIZ o_q 6TYP. TYPICAL 3 16 , ,3 Keynotes North Elevation TYPICAL 8 1. CONCRETE TILT-UP WALL TYPICAL "=1'-O" _ Q2. NOT USED OF bbe 3. ALUMINUM STOREFRONT WITH 1" GLAZING 4. CONCRETE STAIRS 5. LIGHT - SE ELECTRICAL 6. MECHANICAL UNIT - SEE MECHANICAL PLANS 7. STANDARD STEEL PIPE HANDRAIL, P-1 8, CANOPY, P-1 9. CONCRETE RETAINING WALL, P-1 10. CORNICE, P-1 11. CONCRETE WALL PANEL JOINT 12. NO CONCRETE WALL PANEL JOINT AT THIS LOCATION - SEE STRUCTURAL Q 13. BIKE RACK - SEE SITE PLAN, PAINT P-7 14. OVERFLOW RAIN DRAIN OUTLET - SEE PLUMBING 15. BUILDING SIGNAGE COPY TO BE DETERMINED 16. CONTROL FOR ACCESSIBLE ENTRY OPERATION 17. TEMPERED GLASS - SEE SPECIFICATIONS 0 18. P5 - COLOR TO BE DETERMINED 3 19. P6 - COLOR TO BE DETERMINED 1 A4.1 0 20. P7 - COLOR-TO BE DETERMINED A5.3 Ta � O Qs 12 12____ T I Owner: 12 12 T I I Pacific NW Properties -I 9965 S.W. Allen Blvd.Suite 115 i s Beaverton,Oregon 97005 A5.3 00 4 o Project: T T I T T T 1HL_J T T 72nd Avenue T ' T T _ Off ice 17 11 11 9 14 11 8 17 Building A5.3 8 14 A5.3 13535 S.W.72nd Avenue East Elevation West Elevation Tigard,Oregon bbe bbe Sheet Title: E levat ions 8 1.15 A4.2 • Q q ^TYP. -- I 18 TYP. !NG 0 1 18 TYP. 1 19 TYP. Revisions: 1. 21 July 2000 -----GTYP. .Addendum I 00 .1 2. 27 July 2000 � - - - - -- 20 TYP. Addendum nwIf LINE 3. I August 2000 18 EYP. Addenda 3 4. 6 September 19 yp Plan check Questions v 5. 12 September,2000 On going 20 YP. 17 MILD REN DESIGN GR P, P.C., 2000, ALL G RIGHTS RfSERVED ��_• TYP. 'MESE DRAWINGS ARE THE 7 7 12 4 9 ILDR W DE GRDUP P.Q. TARE 4 A4.5 wAriTO OE iAX, Ex�T WITH THE PPRWR LM ITTEN PERMISSION OF MR.DRf.N DE"ONW. P.C. South Elevation 9 Date: 16 Agust 2000 A...11-00 e 1 1-0- Drawn by: Checked by: TJK WEM Job Number: 99095 s Sheet of: N 0 11311111418*72Rd Aw. u ,!of .D Construction Set A3. 1 a Rr-. v... .,. 't•.Ten'r:... 11e.b.,. hvl v. i•vM'v rf '1 'n. 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ARC111TECTURB SPACE PLANNING — — qG4'-7i2 -9� 2,—y}" 4'_6" 4'-6}" „2'-8i" 2 9} 4 73„ 1'-8j„ 11 way,_ — — 8,i0 SW Kerr Park Suite 325 7 - Lake Oswego,Oregon 97035 (50 3)244-0552 (A3.2 a 0 MIT BIJI DMVO C F a o i I I V i O _ N I E ew �. - - ._... - -- - �~ i a � 00 D . OD 1 4 VHOMAS � IZ y1�" 2} 2}' 2}„ ,},• ��, 1�,. ~" 2'-9} 4'-6 4'-6" y North Elevation without Canopy/Vestibule - -- _ 3. aa _ q_q OF �` „ T j S- i -- - --- --- _ ---- --- ---- - - ---- ----- - ---.--- -----.- - ----- _-- -- - - - - - ill 1 0 - - - - - KI " evnotes - < i 1. CO-CRETE TI . L f-UP WALL, P-1 N - 2. C6, E TILT-UP WALL, P-2 t 3. ALUMINUM STOREFRONT WITH 1" GLAZINGA3.2 _ I "" -- - 4. TEMPERED GLASS o ^ 6 5. LIGHT i 6. CANOPY, P-1 7. CORNICE, P-1 a 8. CONCRETE WALL PANEL JOINT 9. BUILDING SIGNAGE COPY TO BE DETERMINED A o n 4 A3.2 I I a � 3 TT I Owner: ' M Pacific NW ^ c 4 N I N Properties cv N N 6'-0" - 8 1 2 TYPICAL a 15'-0" — 8 9965 S.W. Allen Blvd.Suite 115 8 Beaverton,Oregon 97005 Typical Panel Reveals s West Elevation - Panel # 23 without Canopy/Vestibule Showing—Reveals s --. Project: U U 0 ---- ---- ------ - _. _ -- -- - 72nd Avenue �. �. Off ice A3.2 Building 13535 BUILDING Un— - _W -- -- -- - --_.- - - 4--4j": 19'-61" 4'-4j., - _ 13535 S.W.72nd Avenue 1 - F, --- - — -- —--- — - - —_ Tigard,Oregon J J U U �� F 13535 BUILDING 1 — Sheet Title F � F -- Elevation J J a a qV_ aU_ 5 A3.2 i TYPICAL a J J < Q I I D I a1. 21 July 2000 Addendum 1 V 2. 27 July 2000 Addendum 2 PIZ0 3. 1 August 2000 - - -- - - -- - -- - - Addenda 3 4. 6 September A3.2 ' • 0, � --`---- - Plan check Questions 5. 12.September,2000 On going �.. �. 2'-1�" T-9411_9 2 -1 0" .. MILDREN DESIGN GROUP, P.G.: 2000, ALL B � - RNHTS RESERVED THESE DRAWINGS ARE THE PROPIERTY OF MILDREN DESIGN GROUP, P.C.. AND ARE NOT TO K M , CED IN ANY MANNER, EXCEPT WITH THE PRIOR WNITTEN PERMISSION OF MILDREN DEOR SIGN GROUP, P.C. J Date: l6 AgusPIZ t 2000 Drawn by: Checked by: ~J A --- TJK *- -# ---- -—-----_ _ --- a WEM Job Number: 99095 n _ Sheet of: 1s Typical Panel Reveal Profiles » Concrete Column Reveals riq South Elevation - Panel # 17 Reveals135836lWlindAve. Construction Set A3.2 1of 40 111 f1 Q IAtap?�i! 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Y s Keynotes CP I. FORCTHICKNESETE OS ANDSLAB REINFORCING STRUCTURAL 2. JOIST - SEE STRur,TURAL FRAMING PLAN f 3. LEDGER - SEE STRUCTURAL FOR SIZE A5.2 20 I 3�" VERIFY W/ MECH. 20 " » WDREN ARCt117Bt.'ruRs 51 N GRoup,PSC. 23 � 4. OFFSET GLAZED STOREFRONT SYSTEM - SIM. 5. % GYP BOARD, TYPE X AT IHR RATED WALLS 1 Igo SW Kerr Parkway,8-2" 6. FOOTING - SEE STRUCTURAL FOR SIZE AND y,Suite 325 = REINFORCING Lake Oswego,Oregon 9,035 1 I 7. BEAM - SEE STRUCTURAL (503)244-0552 I '�. • ( 2�•• + E. CONCRETE TILT-UP PANEL - SEE STRUCTURAL. 1 13 1 F 19 17 2 _'� .•' FOR THICKNESS AND REINFORCING 9. REVEAL - SEE DETAIL 1/A3.1 AND 2/A3.2 :� • 13 16 f9 17 10.01RDER TRUSS - SEE STRUCTURAL I y• I VERIFY WITH MECH. _. , 14 11.SUSPENDED ACOUSTICAL CEILING SYSTEM 12.00NTINU0US VAPOR BARRIER •� 13.BUILT-UP ROOFING SYSTEM � - --- . •-.`. I 5 22 SEE ME H. io •i TOP/JOIST, B T/ CK A5.1 SIM. ►•� 14.00NTINU0OS FLASHING BOT/DECK 7,. .j. 15.R19 BATT INSULATION D INSULATION o PJA • 17.METAL(DECKING - SEE STRUCTURAL 18.00NCRETE SLAB ON METAL DECKING - SEE STRUCTURAL "'' •.• 19.R00FING BOARD i , 20.PREF0RMED METAL FASCIA w '. •+ 3 / 21.MECNANICAI. UNIT - SEE HVAC PLANS aO o 9 '. '� TOP/JOIST, BOT/DECK = �� 22.MECHANICAL UNIT CURB - SEE STRUCTURAL 0 23.EXTEND BUILT-UP ROOFING UP PARAPET AND OVER TOP R 15 24.RADIUSED METAL STUD FRAMING WITH CURVED RUNNER TRACK f 5 I 8 AT TOP AND BOTTOM 5 7 9 ``� �S 25.RADIUSED FLASHING 391 �r• TYPICAL �., 26.3" SOUND ATTENUATION BATT C� RIZ y i " Q 12 0 4 I }} 1 10 I 4 I Iao = 1 ro use I O Owner: 004 Pacific NW Properties I 10 I9965 S.W.Allen Blvd Suite 115 100 . . 1 'Co Beaverton,Oregon 9700.5 P3 P2 6 P2 P2 I . •... A5.1 10 :•• r iv •. SIM !I `° TYPICAL o •:'•. 18 18 2 18 o N •:`• N .• .• I pf '�• "' T/SLAB .: t Protect ' • .:.'. . '�; •�. :; -•.�• :. :... :. .:.. .. . ,. 72nd Avenue 9 g N 9 _ •• I 24 • I YPICAL :'!'. R Office N I TYPICAL 25 A5.2 Building ', :•' , - --� _ �. sly. 3 .� '•!i 10 o PJA = I I I I"• 13535 S.W.72nd Avenue Tiger Orman I 1 a I I = = I 1 e ` ( Sheet Title o 1 11 5 26 rn A5.2 IM. 7 5.3 i N Wall 4 = Sections --------------- I =O v 4 to = use I O p io P2 P2 I O I o� 11 I = A5.3 I � ^ �v�11. 21 July 2000 Addendum 1 1 2 Adde July ulm2000 P3 ' 3. 1 August 2000 i Addenda 3 e I 4 ember Plan check k Questions A5.3 5. 12 September,2000 On going t �.;. r� .t �!!!•..+!!�'r!p, i,�•�:�Rl'! •';' •��.ji��1i� '��.��'��'. Ltl� ��. F�• ,•'�✓••i, !�� !� .• . ��..�� /�; •,/Y �!'�!lu.T�.��•! ..P�.. ' 'iJ�•.•. 'ii1 • .. MILOItEN • • • y•.• •• • T .• , ��. ..i�.�� •• "�i�& ,�r�r,�T!,r•.�� .� DESIGN Cit(�P, P.C.• 2000. All r• • , ti • RIGHTS RESERVED THPX MAN AM TILE FN1Ort11TY OF 6 'P' • MNDIIDI Otf10M OAOUI.PA.AM ARE '• ` f ► r �, MATT�TO,,KUM t7lLLIf I t III►EOR IN ANI M •. I ♦. •.•;•' .• PERMt!>I4 Of MNDREN On3om MOW.I.C. • •• I Date. 16 Agust 2100 .., ,. ., Drawn by: Checked by: i TJK WEM • •• ' ?� ' Job Number: 99095 s _ N Shoe; of: a , Wall Section Wall Section • V 3 Wall Sec r�on 12pt MN 12nd Aw. Construction Set A41 .;.. �_ � wet wet �1 -0 � ud w ' m a N' V p, .. es d �• _ H... .N No s a. " r' y '�` ...o-.. •W T.a1!.N5`:AIM=M141i•:• r;zkMWFRTL.!CMRtk1.o•y6lRU.:MM1; 2 a �zW1�^ 10 Av 1 rii �.�. ;"{� � �� .' 11��1� li�ilil�iiliill iiiilli�iiiiill IIII11111111111 Ili�►��Iiiilill I��liir�iiliiii ililiii�iliiill Iliiiii�ii�iiii ii�iiii� a • � i IIIIhO111M1�1��NM1� ^�D��1 rv. Ird mlhlfi.ild�nnh � ;� -', •'�I►"•'+• -••ser.-n rMi.r....�t, ... y ... �a,�4hM'. .rw.euwernr.•-......s.aw.eaw,o,siw.....r.s."r.». ».. •... ,...n.woe. .wwnw.l... .r... ; • ` • • • •� '• - -w..,.Y..I.W. ....r.. .m y1.rk>. ,w......w M••.t w.. w.Mh._/.e•+•..w Mn•1"NW.hl 4.w w: MLS#MM....-*•�,. y,.�.^ro•7,N+ .:. •. ... rf � �I ry } ,l r i!t, 4 •fir�5'4i 1 1 00 AS.2 20 MIUMNd DESIGN GROUP,P.C. ARCt MIURE • SPACE K AMM 1 IE30 SW Kerr Parkway,Suite 325 I Lake Oswegoa Oregon 97035 • (503)244-0552 I I Keynotes 0 '' I •. ' 1 20 1. CONCRETE FLOOR SLAB - SEE STRUCTURAL FOP THICKNESS AND REINFORCING I I 2. JOIST - SEE STRUCTURAL FRAMING PLAN 3. LF•DGER - SEE STRUCTURAL FOR SIZE f 4. OFFSET GLAZED STOREFRONT SYSTEM - • • 5. %- GYP BOARD, TYPE "X" AT 1HR RATED WALLS I I 19 0 6. FOOTING - SEE STRUCTURAL FOR SIZE AND t° '�.'•, 17 . : ;;� REINFORCING 110 16 7. BEAM - SEE STRUCTURAL 13 • • . 1 8. CONCRETE TILT-UP PANEL - SEE STRUCTURAL '•'!' FOR THICKNESS AND REINFORCING 9. REVEAL - SEE DETAIL X/A3.1 AND X,/A3,1 i •'••'' s ( •".'• 10.SEALANT 11.SUSPENDED ACOUSTICAL CEILING SYSTEM . TOP/JOIST„B / CK .' '• 12CONTINUOUS VAPOR BARRIER I 8 ' , '•''• � = 13.BUILT-UP ROOFING SYSTEM 14.CONTINUOUS FLASHING �5 V,► ITV 15.R19 BATT INSULATION j � . 16.3" RIGID INSULATION p 3 RIZ y O •'� '' 17.METAL DECKING - SEE STRUCTURAL 18.CONCRETE SLAB ON METAL DECKING - SEE STRUCTURAL • 19.ROOFING BOARDfW a , • 20.PRE FORMED METAL FASCIA i% Vr 9 o °p • 9 I 21.COLUMN - SEE INTERIOR ELEVATIONS N TYPICAL �' •. . �+ 22.REVEAL !•' •.' ," ' 23.RADIUSED METAL STUD FRAMING WITH CURVED RUNNER TRACK i AT TOP AND BOTTOM 24.RADIUSED FLASHING r •• Q 25.EXTERIOR SOFFIT BOARD - PAINTED ""' e •.:'�.' .• 26.CONCRETE COLUMN - SEE STRUCTURAL FOR STRUCTURAL REINFORCING o 27.BALLASTED ROOFING SYSTEM 1 �i•, 9� ^ 28.PLASTER SKIM COAT ON CONCRETE WALL PANEL - SMOOTH TEXTURE 8 •� I 29.RECESSED LIGHTS - SEE ELECTRICAL PLANS r C� 30.REVEAL - SEE ELEVATIONS •' .' ,' . 31. " GYPSUM BOARD ON FURRING CHANNELS J Y 4 i o 1 .,. P3 S •' � 5 II 10 1 0 2 i iv A5.3 A5.3 4 10 Owner: u: Pacific i NW ac c �r. Properties � 4 00 00 I � 5 io 0 9965 S.W. Allen Blvd.Suite 115 aBeaverton,Oregon 97005 a ry, = 11 00 A5 100 00 Project 72nd Avenue in .•• !+• 15 10 A5.2 � 1 : 7 14 ' Office 24 27 19 QBEYOND P3A 18 A5.2 13 �/ o _ - Building • 17 ` 23 100 •'� 13535 S.W.72nd Avenue e N Tigard,Oregon 04 C4 F 7 21 BEYOND -- . . . ..•. :. . „ . I F LA Sheet Title: .: . . ..,'•.' :.:;r,,. 25 Wall 12 00 N ,. . . ;, 4 Sections 11 .: :,w,.. . .•. . 30 Q 29 13 A5.1 6 ' . �. .•� �, . �'•. . 5 22 A4.5 �• r' S •,►' rn \ • . ;, �' Revisions. A4.5 • ' 26 au \ -- r . . r . •;. . •'•. I 1. L"I July 2000 �� f ': Addendum I \ i :'•.`. !'. b 2. 27 Ju1v 2000 o Do 26 \ 9 \� ( •• 19 _ Adderx'::rn 2 - O I ••' 1 3. 1 August 2000 .: As.3 `� Addenda 3 BEYOND \ Pt A4.5 I I , jI I 31 �'.• :' .�.;.'• :': .�..:.',.' 4. 6 September Plan check motions °p I I 5. 12 September,2000 5.3 � • 22 - - N I I •� •':'..' •,'' On going / _ I- I • MI DREN DESIGN CROUP, P.C., 2000, ALL •' •' RIGHTS RESERVED THEIR DIMWM ARE TNF PIIOPETITY OF I I •' •'' _ : I •, •.' . :'., MUM ONION MW P.C., AND ARE 30 NOT TO t UM OII I�PNOOIIOm IN ANY W MM W"TTEN A `� MPEI ION 0►M M MR I ~.P.C. N I I •• `" Date: 16 Agust 2000 I •• ' . "• '• Drawn by: Checked by: . TJK WEM • •. �. P ' r. • • . ' .. . .••. • �• .1. • •..•. .� : .• •fir. .• • A' \ . •. • '•• . y .:•. '�. . ,' ... �•'' ., . .' 1 .�. Job Number: 99095 T . .. . ..,. Sheet of: N . Wall Section 2 Wall Section - -- -' Construction Set A4.2 �,.� ti wet � ws2 af 40 .�w ...., ,.. . owl 0-m- .> P• I , 12 14 is v , Y o. 4 41: '^ , 1 a x` was,�,, .;� 1' _, t ._. _. IIMIIIMIII�M��f1�IP11M1�IMIMI1111I111e��11n111�111111111I��MgIN�f1U1�1nIM11NI�1111I11�IlilI�111I lil 1 �" u. �r Ir ,.MM• ..�. - � IF„wl,�,r,. - „iR,R+I!'MI�1�,..':.lR• . a.,.. .. rrt ..... .r •..rt w�� . �..Y• • _ •� ....Yr.l.�..•+.1.1•IYI�. Mi,MM1wMY"rYi,M1.•ron.r../..►I'YO•�.�.-. t, r.i. Y F: cd `^ 4 Keynotes 1. CONCRETE FLOOR SLAB — SEE STRUCTURAL FOR THICKNESS AND REINFORCING 2. JOIST — SEE STRUCTURAL FRAMING PLAN 3. %" GYP BOARD,, TYPE "X" AT 1HR RATED WALLS MILDREN DESIGN GRoup,P.C. 4. BEAM — SEE STRUCTURAL ARCtiUBUMRs " SPACE PLANNING 5. REVEAL 6. BUILT—UP ROOFING SYSTEM 11830 SW Kerr Parkway,Suite 325 7. R-19 RIGID INSULATION Lake Oswego,Oregon 97035 r 8. METAL DECKING — SEE STRUCTURAL (503)244-0552 9. CONCRETE SLAB ON METAL DECKING — SEE STRUCTURAL 10.RO0FING BOARD 11. SUSPENDED ACOUSTICAL CEILING SYSTEM i 12.VENEER PLYWOOD WITH SOLID EDGE TO MA rCH WAINSCOT I 13.PLASTER 14.COLUMN — SEE INTERIOR ELEVATIONS 15.RECESSED LIGHTS — SEE ELECTRICAL PLANS ,i 6 7 I G O4 "AS )R!1jZP--j13 OF y� r 9 15 i 13 Owner: A5.1 3 Pacific NW FT 5 Properties , 14 i 5 9%5 S.W. Allen Blvd.Suite 115 o A4.5 Beaverton,Oregon 97005 12 I I 6 5 I I A4.5 — I I Project: , 72nd Avenue OD ; Off ice 9 N I ! I Building J ! I t�CDP 13535 S.W.72nd Avenue Tigard Oregon i I 4 4 4 13 Sheet Title: A5.1 5 SIM. f Wall Sections T7 t 2 18 r i A5.3 3 3},. i 1 � O I 'r'.evisions: 1. 21 July 2000 , Addendum I 2. 27 July 2000 i Addendum 2 °i 13 3 a August 2000 Addend3 I MILDREN DESIGN GROUP, PC 2000, fift 1 \ RIGHTS RESERAL) rt THM DRAW#W2 ARE THE PROPERTY OF MIIDROI MUM Or� ��I�IIb ARE WT TO 29 um Oil RE/R�IICSO IN ANY =% [IIOWT IM TIM PRW RRITTEN PERM%NO Oi WOW DESIGN ORMP, P.C. Date. 16 Agust 2000 IDrawn by: Checked by: .; .�. .. . •1. . ,• ... . , . . , TJK WEM .q IL • V. Job Number: 99095 it 13 • Sheet of: Well Section ws2' Construction Set - August 2000 A4.3 . ,., ..,: y., —•.z:?> ei r'wA++'"nrmrrrtn'rt;+,».. ._ , ' tF t - �.v. , .•. ,.. .. .,, w= AXroanwa.• roew.,r ,.r.,.• w..rt .,nrr nbe+.+..^.ar.ro.. • ..,,. ..... ., ... ,.. _.... . ., .. .. . _ O - )� is N 4yt�jiIlph,;H 2 4 14 16 J i � ° I ++ ,� ,•.,1,.. .�'" r , , .7f�• I �. '' rot�k . �'� '��Ii�l ��II�IIII'�I ��'��I1�� ('�I�'�I'III�I' (��I� I��II�"(�) ��II��IIII1�� I�I��I�I�II�I�) II�II�IIII / •: .;r MII�MIN111ONIIIIMIfINiI ildlli . , Lr w , r.��.; +wrr.......�.-+..:..r .,.",........�.,..,..., ----• '.:-4i .. iN'r x!�, ` ,` .w. v«w.•.. ,..rw� .. .....r. ,... _ .. 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X X 2 RAIL P2 P2A I 18 /--------\ 19 (E1) y1"0 EXPANSION Owner 1 21 22 I ANCHOR Pacific NW I Properties 1s /� I s Elevator Ladder --'----------•-------- 112w-__V-O" 9565 S.W.Allen Blvd.Suite 115 co 5C2A Beaverton,Oregon 97005 Pte 14 Q 17 / TOP kA►1L TO BE 'CONTINUOUS, W 3 / / / WELD AND GRIND SMOOTH � 5 cp ��V�' '��/ /C--�tt"� 4 P2 1'-11" % / A4.4 -HANDRAIL AT WALL BEYOND Project: 3 // / // y // SEE DETAIL XXX/A4.3 72nd Avenue ` , aa 10011101: ST�' Tf/ C / 0 000 000 000 �' • ' oo0000000000000.XOo00o O I_ V/ ///� / // / - - - a� .: . :.. ��o�� _�� I - Office v I I Roo 000 00 :'.•;. ;•. :o �0 000 00o Doo 000 oho e� / _ PC ��o 'o�C,00, I I I C ;/ Building 1=�0 000 °Oo �tl%.' 6 ,:t!? o 0 0 o�O0.01'0 � -1 11=1 15 -C1c - - -- -III, 0 ;'�: 1...' 0000000--III-I I 1=_III // ;% / / �, 13535 S.W.72nd Avenue III=1 � a� e p�o0111-III=1 I I LANDING •'.: ti .. •� ,:..:+.' :.' / Tigard,Oregon =2 Quo o� •«: .' •:::. :��., . •:,.... // / _ ,.. .•• .:'! T'. '' "•'' � O o O III 11 I II I II I II I 1-I I•I'-I I ..:.. _ ... .. "'. •.. I I-1 I I-III 1 / Sheet Title: ' Elevator and SUPPORT Wall Section 2 Stair Se:tion 1 - - ' =1 -0 �4,4 �1 -0 - / STRINGER BEYOND Stair Sections vs2 5b7 _ / / STAIRS AND HANDRAIL BEYOND and Stair 4 Stair Handrail at Mid-Landing Details A4.4 d2 STAND'PND HANDRAIL BRACKET, " 1 BACKING Keynotes FASTEN THROUGH WALL TO BACKING BAR STOCK 1. JOIST - SEE STRUCTURAL FRAMING PLAN 1 2. SUSPENDED ACOUSTICAL CEILING SYSTEM Revisions: I 3. CONCRETE FLOOR SLAB - SEE STRUCTURAL FOR THICKNESS 1 21 July 2000 1J6"0 OD STD. STEEL PIPE 1J¢"0 O.D. STEEL PIPE RAIL, 1j¢"0 O.D. STEEL PIPE RAIL, AND REINFORCING Addendum I HANDRAIL TYPICAL PAINTED PAINTED; SATIN STAINLESS 4. ELEVATOR GUIDE RAIL STEEL AT SIMILAR CONDITION 5. THRESHOLD - VER!FY REQUIREMENTS WITH ELEVATOR MANUF. 2. 27 July 2000 'A 6. ELEVATOR PIT - VERIFY REQUIREMENTS WITH ELEVATOR MANUF. Addendum 2 >< 7. LADDER - SEE DETAIL 4/A4.4 3. 1 August 2000 8. SUMP - VERIFY REQUIREMENTS WITH ELEVATOR MANUF. Addenda 3 F.B. X 2 RAIL B 7 N 9. ILLUMINATED SIGN "AREA OF RESCUE ASSISTANCE" PER CODE 4. 6 September A4.4 A4.4 - I 1 10.N07 USED Plan check Questions Re X 2 X 9 AT 11. CALL STATION FOR AREA OF RESCUE ASSIS'ANCE 5. 12 September,2000 48" 0/C MAX. 'A 12. 1}4"0 STANDARD STEEL PIPE HANDRAIL, PAINTED On going % - -^ " BAR STOCK 14.GYPSUM MHANDRAILBOARD OND EXPANSION JOINT T \ 15.STAIRS BEYOND WITH 14"0 LAG BOLT ti�RO p0 \ 3"0 x J4" MOUNTING a WITH 16.STEEL STAIR BY OTHERS RIGHTS RESERVED caouv, P.C., �voo, �u - RICHT; RESERVED 1'1'lS. + • 4 )(- FLATHEAD SCREWS 17.[`OOR AS SCHEDULE ( ) K TnnE DRAMAnor Af1E TILE PMrE11,r a '1• WITH COUNTERSUNK HOLES 18.JOIST BEYOND M•oRElt 17EtlON arou► P♦C., Ata ARE MY 2 X BLOCKING Q'+ (SATIN STAINLESS STEEL AT 19.FUR AROUND JOIST WITH METAL STUDS AND % GYPSUM =NOT TO OTTT am M MIX!wum an MR"E" FLUSH END CAP WELD SIMILAR CONDITION) BOARD TYPE X �►wlln11o1 Wow a r. P.C. �=0" AND GRIND SMOOTH 2O.MECHANICAL UNIT - SEE MECHANICAL ROOF PLAN Date: 16 Agust 2000 I 21.%" GYPSUM BOARD TYPE X prawn h Checked by: 22.3" SOUND ATTENUATION BATT y' GYPSUM BOARD BK WEIvI Joh Number: 99095 s Sheet of: s Ladder° to Interior Wall - Plan a Tylaical Handrail Handrail Return a Handrail Attachment 4.4 81112"- 2 a1,-0 4.4 3"1 -0 4'4 Half Size A4.4 Half Size Construction Set A4.4 ,t0a"0'N ?'M r :W•. , :i✓. .: ,• •,.r. •r r ,. .,., '' v. 121111d '<. , . .... ,.. ._ ......-..a.w•.••w.. r•MMIM �tA. x1•YP`4x'Y'.'F•!nv4!•'•I.Mr.M v.._,i)'LlYrvl .M.. ..+'L.1.....'... .vY., ,.�'i�' n ..wh.Nn +W.4M ti...J.f+M.9:a v.. 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It. r1 '. -. 'r. .. ".v,: r ., r kk ,y.i Mi^ 1 • YP CN 6 — - A4.5 �. 4TEMPERED GLASS TYP.' jj" 2N-0 HALF ROUND �' 2%-0 HALF ROUND MAPLE 1" 2N"0 HALF-ROUND MAPLE MAPLE WOOD RAIL TYP.WOOD RAIL TYP. WOOD �\ 2j�`0 STANDARD PIPE, PAINTED --2j�"0 STANDARD PIPE, PAINTED N 2Y"0 STANDARD PIPE - a ' MILDREN DESIGN GROUP,P.C. 1j¢`0 SATIN STAINLESS STEEL 1N"0 SATIN STAINLESS STEEL I ARCt{TfELTURB 51'ACE PLANNIN(4 HANDRAIL BEYOND \ HANDRAIL BEYOND 1 11830 SW Kerr Parkway,Suite 325 2N"xj4" FLAT BAR Lake Oswego,Oregon 97035 FLAT BAR 2j¢" FLAT BAR, P,TINTED 2"X4"X** FB TABS, � � EACH SIDE OF GLASS �,�'� � 1j� 0 SATIN STAINLESS I I (503)24A-0552 GASKET AND ST LASS S --TREAD AND RISER PANS STEEL HANDRAIL j�" CLEAR TEMPERED STEEL FASTENER PER :,�, I r, BY STAIR MANUFACTURER I GLASS i TYP '�_ 2"X4`X (" FB TABS, FABRICATOR ` 1 �_ _ + I I 2}¢"x�" FLAT BAR 2"X4"X*- FB TABS, 36 � —STAIR STRINGER BY o /"-"-- - EACH SIDE OF GLASS -. _ EACH SIDE OF GLASS 2j�" FLAT BAR, PAINTED 1 �. STAIR MANUFACTURER •- --- -- GASKET AND STAINLESS GASKET AND STAINLESS �t STEEL FASTENER PER \ STEEL FASTENER PER i - CONCRETE SLAB cv 2x MAPLE TRIM CAP FABRICATOR FABRICATOR WITH I —REVEAL EACH SIDE; E j c a" 2x MAPLE TRIM - SHIM AS REO'D.; • � ,Y i„ t � � %" MAPLE TRIM -� RECESS ESCUTCHEON cv 4 _ ap TYP• I fi a PLATE AT PIPE u 4" L` TYP• PLYWOOD BACKING -- 1" of 2 -<TYP 6 4 ical Stair Tread Riser STAIR FINISH MATERIAL " A4.5 �4. STAIRS BEYOND d23 METAL STUDS 74 CONCRETE' FLOOR �`� TEMPERED GLASS 21j�"0 SATIN STAINLESS C� o�IAs 13 Z STEEL HANDRAIL 1" RADIUS {TYP ' �� PAINTED STEEL POST, SSEELSTRUCTURAL � U 0 � Elevation at Rail 2 Elevation at Stair Rail 3 Elevation at Stair Edge - - 9 4. 016=1'-0 4• p4�-1'-0 '4• d2�-,'-o' GLAZING OF N - CONCRETE SHEAR WALL -SEE 5 Section at Guardrail STRUCTURAL j 2x MAPLE TRIM CAP WITH 4• o WITH jg"xA"xCONT. REVEAL; d24 1 "/ SATIN STAINLESS - - _�_ GLAZING _ Z ao: I 2j�" WOOD RAIL NOT � �- w TRIM CAP TO BE FLUSH STEEL HANDRAIL 1 0 o I WITH TOP OF MULLION; SHIM SHOWN FOR CLARITY TOREFRONT MULLION BEYOND TYPICAL \ _ i� -•-- in a a I OR TRIM AS REQUIRED 1 ' I 1X"0 SATIN STAINLESS STEEL __. �- ,ANDRAIL ' a j -3"0 ST. STEEL BASE \ r - - PLATE; RECESSED SEE PLAN FOR WALL TYPE 1 I �x MAPLE TRIM CAP - \\ 11� �" WOOD FILLER PIECE j TO MATCH MAPLE TRIM 5 1 "0 ST. STEEL POST, PAINTED I 1x MAPLE TRIM - TEMPERED GLASS „ A4.5 R�TURN RAIL TO LOW WALL I " '2z MAPLE TRIM CAP i � i -CONCRETE' SHEAR WALL - v WITH CLEAR FINISH, WITH 2'-0" LANDING BE OND SEE STRUCTURAL �, A"x137"xCONT. REVEAL j 1 �^ EACH SIDE; SHIM AS REO'D.; ---2x MAPLE TRIM CAP WITH RECESS ESCUTCHEON PLATE -� j5"xjb"xCONT. REVEAL, �' AT PIPE SEALANT SHIM AS REO'D. Owner: BLOCKING 2j�" FLAT BAR, PAINTED 1x6 MAPLE TRIM — `a I_ 6 i WOOD PANELING \ Pacific NW -- --•-- + i SPANDREL GLASS PLYWOOD BACKING o Properties 1 , ----- -- ------------------_ - -' 1 ( I 3j¢" METAL STUDS AT 24" O.C. STAIR FINISH MATERIAL 2x MAPLE TRIM 2•• I WITH R-11 BATT INSULATION \ ---STEEL STRINGER BY STAIR N '�' STEEL STRINGER BY STAIR MANUFACTURER o � I a I I MANUFACTURER CONCRETE FILLED METAL N -- CONCRETE FILLED METAL It 9965 S.W. Allen Blvd.Suite 115 TREAD PAN v --'-- _-_____j FIN PAN AT STAIR TREAD STAIRS BEYOND Beaverton,Oregon 97005 a — STEEL STRINGER SEE PLAN FOR WALL TYPE 2x MAPLE TRIM CAP 1x MAPLE BASE WOOD PANELING - SEE INTERIOR DRAWINGS s Section at-Stair/Wall Section at Landi 4,r I S Section at Landi at Spandrel Glass s Guardrail at End Wall 4. n18a1 -04• des' -0 4• d2s=1 0 4• d28=1 0" Project: 1J4" STD. PfPc, PAINTED 12 (4) j� x %' GROOVES 2N-0 STD. STEEL " y A4.5 n Avenue TYPICAL EACH TREAD PIPE, PAINTED - - 2}¢"0 STD. STEEL RAIL,- 1.-O„ DETECTABLE WARNING � - PAINTED TYPICAL � BROOM FINISH PARALLEL PER CODE 1X',n STD. STEEL Off ice TO TREAD 3'-0" HANDRAIL, PAINTED #3 AT 16" O/C BEYOND ` - ' Building EACH WAY �e"/ STAINLESS STEEL 1 -11 CABLE WITH STAINLESS STEEL " " CONNECTORS TYPICAL /j I 2j� xj4FLAT BAR 13535 S.W. 72nd Avenue "0 STD. STEEL- INTigard,Oregon HANDRAIL, PAINTED )< 3(6"0 STAINLESS STEEL � 11 4" - CABLE PER "LINES CABLE SYSTEMS" Li " • • ��' OOoU O N 2jj"0 STD. STEEL - 2x2" METAL NOSING ��! op --Y 00 ,0.p000 o POST, PAINTED TYPICAL Sheet Title: � o '�� Y•, -Off, JO�� SEE CSTRUCTURAL RETE STEM WALL, � p. CONCRETE STAIR • y N 2„ Stair Details TYPICAL WITH- " RADIUS ONCRETE STAIRS •; —PIPE SLEEVE - GROUT BUILDING COLUMN—_jSOLID 00 O O O �O0 00V ;' 000rr' to Concrete Stair Section tt Concrete Stair Section 12 Section at Guardrail 4 314'-1'-0' w 3/4"=1'-0" =1'-0" 502A 4• 5D2A d24 Revisions: 1. 21 July 2000 Addendum 1 2. 27 July 2000 Addendum 2 3. 1 August 2000 Addenda 3 MILDREN DESIGN GROUP, P.0. 2000. ALL RIGHTS RESERVED (I,," THESE DRAWINGS ARE THE PROPERTY OF MILDREN D:SION GAOUP, P.C., ANO ARE NOT TO HE USED 0R REPIIOpIp[p IN ANY MANNER, EXCEPT WITH TNE'PRIOIR MITTEN PERMISSION OF MILDIM DESIGN OIROUP, P.C. Date: 16 Agust 2000 Drawn by: Checked by: BK WEM Job Number: 99095 0 Sheet of: ti u Construction Set - August 2000 A4.5 ',';". 7 NO OW •T -..,.. .. ..;.,.. n .d ry 'k4ww.gr MYIM81"... •. r ,> e ♦n r +. .. .. •.,n•.. . .'"lr:.sy4,y,Je^ aw'AW. p'ak .1{p.,i•„•11.` .:: ' •.. �a'•'. Y ;. 5- ,..xn aRrt. 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WDREN DESIGN GROUP,P.C. -GYPSUM BOARD - 3)¢" METAL STUDS AT 24" O.C. - 3)¢" BATT INSULATION - 3" SOUND ATTENUATION BATT INSULATION - CONCRETE SHEAR WALL - SEE STRUCTURAL AR7ECTURe • SPACF PLA1VWM 3" SOUND ATTENUATION BATT 4 - CONCRETE TILT-UP WALL PANEL - 3M" METAL STUDS AT 24" O.C. 4 FOR THICKNESS AND REINFORCING 11830 SW Kerr Parkway,Suite 325 • PIA " GYPSUM BOARD - ONE SIDE ONLY - " GYPSUM BOARD TYPE "X" TILE BACKEk BOARD Q - 36" FURRIN'' CHANNELS AT 24" O.C. Weg Oregon 97035 3j¢" METAL STUDS AT 24" O/C - CERAMIC TILE <1 �� - �" GYPSUA BOARD Lake Oswego. (503)244-0552 • P.IB " GYPSUM BOARD • 22A - ` GYPSUM BOARD TYPE "X" �` 3j4" METAL STUDS AT 24" O/C - 3jj" METAL STUDS AT 24" O.C. • " - 3�' BATT INSULATION PSA - � GYPSUM BOARD 3 SOUND ATTENUATION BATT - �" GYPSUM BOARD TYPE "X" - CONCRETE TILT-UP WALL PANEL - 3Y1" METAL STUDS AT 24" O.C. RESILIENT CHANNELS ZI - CONTINUOUS VAPOR BARRIER 3" SOUND ATTENUATION BATT INSULATION % GYPSUM BOARD d - STICK PINS - PLUMBING CHASE - SEE PLAN FOR CLEARANCE D 3" SOUND ATTENUATION BATT INSULATION • %" GYPSUM BOARD •eZ@ -- %" GYPSUM BOARD TYPE "X" - 3}¢` METAL STUDS A7 24" O.C. 3j�" METAL STUDS A7 ?4" 0/C - 3)¢" METAL STUDS AT 24` O.C. " R11 BATT INSULATION - GYPSUM BOARD %" GYPSUM BOARD • CERAMIC TILE - %" TILE aACKER BOARD 4 METAL STUDS AT 24" O - - 3" SOUND ATTENUATION BATT INSULATION a FLUMBING CHASE - SEE PLAN FOR CLEARANCE 3" SOUND ATTENUATION BATT INSULATION 3j¢" METAL STUDS AT 24" O.C. - %" GYPSUM BOARD P1 Interior Partition P2 1-hr. Interior Partition P3 Exterior Wall P Plumbing Chase P5 Interior Concrete Wall 13 • z y P2A t/ R-11 BATT INSULATION WITH STICK PINS TO ROOF DECK (2) LAYERS " TYPE 'X' (2) LAYERS %" TYPE 'X' a GYPSUM BOARD GYPSUM BOARD SIMPSON A34 WITH POWDER TS "OLUMN - SEE STRUCTURAL I Q AR12 N CHORS TS COLUMN - SEE STRUCTURAL • - uIC TILE (SEE INTERIOR PLANS) / T) BACKER BOARD 3j¢" METAL STUDS AT 24" O.C. 4 a RESILIENT CHANNELS A'r 24" O.C. (AT CORRIDOR SIDE) 3" SOUND ATTENUATION BATT " GYPSUM BOARD TYPE "X" • J'_�@ v SUSPENDED CEILING CERAMIC TILE (SEE INTERIOR PLANS) -- a CONCRETE TILT-UP-UP WALL TILE BACKER BOARD 3J¢" 25 GA METAL STUD — — — 3)¢` METAL STUDS A7 24" O.C. 0/C FURRING AT 24 " N N N 0 WITH a a a RESILIENT CHANNELS AT 24" O.C. (AT CORRIDOR SIDE) - R-11 BATT INSULATION " iv %" GYPSUM BOARD TYPE "X" a " GYPSUM BOARD • - CERAMIC TILE (SEE INTERIOR PLANS) TILE BACKER BOARD BOTTOM TRACK TO SLAB WITH 3J¢' METAL STUDS AT 24" O.C. 5 DRIVEN ANCHORS AT 24" O/C - sfl" GYPSUM BOARD Owner' • RUBBER BASE Pacific NW — CONCRETE SLAB Properties D P6 Interior Partition with Ceramic Tile a ON TYPE 'X' GYPS U ON BOARD TYPE 'X' GYPSUM BOARD ON 3j¢" METAL S UDS ON 3j¢" METAL STUDS 9965 S.W.Allen Blvd.Suite 115 2 2'-0" Beaverton,Oregon 97005 1 Furri at Concrete 2 Typical Column at Cor:rido, 3 TyNcal Column at Corridor METAL DECK AS OCCURS507 .1 3 =1 -0 5.1 3"=I'-O' IG2bd3l20 GA. 3J¢" METAL STUD FIRE SAFING AT RATED BRACING TO STRUCTURE WALLS BETWEEN FLUTING 8'-0" O.C. WITH (2) #8 SHEET J¢" DEFLECTION SPACE - METAL SCREWS AT EACH END; Project: 5 DO NOT FASTEN STUDS BRACING TO BE PROVIDED — 8 WHERE DISTANCE BETWEEN 72nd Avenue AS.f OOR STRUCTURE ABOVE GYPSUM BOARD TORUNNER SUSPENDED ACOUSTICAL PERPENDICULAR INTERSECTING ° A5.1 TILE CEILING WALLS OR HORIZONTAL BRACING BETWEEN WALLS EXCEEDS 8'-o" Off ice ° (00 NOT EXTEND BRACING 70 Building —METAL STUDS •v �. BOTTOM TRACK TO FINISH E7AL STUDS EXPOSED STRUCTURE AREAS) ll 1g FLOOR WITH POWDER DRIVEN ANCHORS AT 4'-0" O.C. V) 13535 S.W.72nd Avenue a • 1` CONT. ACOUSTIC SEALANT _._ . . Tigard,Oregon �w EACH SIDE AGAINST TRACK w cn SOUND ATTENUATION INSULATION 4INNO SEALANT AT SIM. CONDITION -SOUND ATTENUATION INSULATION CONT. 18 GA. METAL PLATE FASTENED TO DECK AT 1 SUSPENDED CEILING 2'-0" O.C. STAGGERED FIRE SAFING SEALANT CASING BEAD USG 200-A TYPICAL EACH SIDE OF Sheet Title: TRACK 6 FASTEN RUNNER TO PLATE 6 ATTACH STUD TRACK Wall Types A5.1 AT 2'-0" O.C. DIRECTLY TO GRID AS., Wall Details a Wall to Structure 5QMum Board Partition at Metal Deckri"ll-NNon-bearylgWall at Floor 7 T ical Interior Wall a Non-beari Wall at Floor 5. d19 1 -0 5.1 4191 -o " " 5• 4191 -0 5.1 "_''-° 5.1 3 =1 -0 2) LAYERS TYPE X d20 d19 GYPSUM BOARD BEHIND AND AT SIDES OF FIRE EXTINGUISHER MULLION CABINET — SEE PLAN FOR WALL TYPE FIRE SAFING Revisions: SEE PLAN FOR WALL TYPE I 1. 21 July 2000 IRE EXTINGUISHER CABINET I i Addendum I FORE EXTINGUISHEI 1 2 2M SERI ANT T,"•^G POSTAL LOCKERS P ( "FRY' CONTROL JOINT REVEAL Addendum a j 3. 1 August 2000 I MAILBOXES Addenda 3FIRE SEALANT 4. 6tember ALUMINUM BRAKE SHAPE ci \ d 4 I Plan check Questions Li TO MATCH EXISTING SYSTEM w :i. 12 September,2000 FIRE EXTINGUISHER CABINET, \ On going SEE ABOVE FOR PLAN VIEW I INTERIOR OFFICE WALL PLATE - SEE AU EQ. EQ. E EQ• STRUCTURALI RIp�1i4NRESERVEDDESIGN GR P' P.C.. 200°'STRUC7EQ. EQI U1 , FLOOR FRAMING - SEErile STRUCTURAL I MN OIIANiMWM#M TW PROPQTY of MLOM OEflgl Wt TO OI1011P P.C. ARE MAIM COST IM MI TSN[P��tl?TNY Q1 C'J I PEIM/hNON W YLONN OWN WAW.►.c. YPSUM BOARD COLUMN - w / Ill a 1 rn SEE PLAN SEE PLAN FOR I Date 16 AQust'/N I WALL TYPE I MAIL COLLECTION NIT Drawn by: Checked by: a / � / —GYPSUM BOARD REVEAL M HMD WEM a Job Number- 99095 s — Sheet of: Wall Mullion >o Fire Exti uieher Cabinet Mailbox ire Extinguisher Elevation 12 Ex ansion Joint at Gypsum Board G sum Board Reveal , ..W T&W Ave. WEMIP-0. 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'x y. i' ii ti r �2� .$ .`.!1. - SUSPENDED ACOUSTIC CEILING ' SLOPE ----- -- ---� CAP SHEET 3}¢" METAL STUDS AT 24" O.C. MILDREN DESIGN GROUP P.C. ) ROOF HATCH `• WITH %" TYPE "X" GYPSUM FLASHING PLY -- BOARD ARCTUMTU " ' SPA" IANNNc; ROOF HATCH HOOF FELTS r 118:30 SW Kerr Parkway,Suite 325 7 o0F Lake Oswego,Oregor.97035 NAILER FIBER CANT (503)244- 552 WITH 5/8"a BOLTS AT 48" RIGID INSULATION--•••- LIGHT - SEE ELECTRICAL V a O.C., COUNTERSUNK - SEE � �- — ---CENTER ANCHOR ON FRAMING — F.8. X 2 RAIL STRUCTURAL 0 a rn � _ ' LU � _ COUNTER FLASHING Ln U Uj w ^ FASTENED AT 2'-0" O/C RIGID INSULATION 0 �' e X 2 X 9 AT c► (('S' LOCK SEAMS AT 8 -0" 0/C Q o � 48" 0/C MAX. r (NOT REQUIRED E j IRED AT SIMILAR MET AL DECKING Cr jj"O RUNG AT i'-0"CONap — . , a o o a 0/C TYPICAL Qe X 2 X 2 EXTEND B.U. ROOFING UP iv z W_, 2'-0" WITH 4"0 LAG BOLT „ OtCt? TOP C AT COORDINATE FRAMING � 7 i s F.B. X 2 RAIL SIMILAR CONDITION WITH STRUCTURAL 0 0 Z 14 BLOCKING SEAL TOP OF CAP AND - <FLASHING LAYER WITH ' X 2 X 2 WITH FABRIC AND MASTIC X 4 EXPANSION - GYPSUM BOARD REVEAL ANCHOR CONTINUOUS CLEAT ` ' FASTENERS AT 8" 0/C GYPSUM BOARD `V v e CAP SHEET ' tv 0 39 IZ `* v FLASHING PLY. ! .V • • - �-FIBER ROOF FELT z Roof Hatch 3 Ladder• to Interior Wali - Elevation 4a Ladder to Interior Wall - Plan 5 C. L ht Soffit '.-- 1 2 -1'-0 1 12 5 5 •1 -0 1 =1'-0 � , ' 12A3 5C2 5C1 into O RADIUSED FLASHING 4" 4" WITH CENTERED -- _ SEALANT STANDING SEAM — a o' REGLET CONCEALED CUP Ch v ' e CANT STRIP RADIUSED FLASHING TO CONCEALED CLIP • ° . ° r BALLASTED ROOFING SYSTEM ROOFING BOARD 1 ParaDet Aaehlkm METAL DECKING 5 1 112--1'-0- V SEE STRUCTURAL 12A2 ° RADIUSED BEAM — -- a SEE STRUCTURAL i ------""-" RADIUSED METAL STUD C4 FRAMING WITH CURVED N . � RUNNER TRACK AT TOP +---- BEAM - SEE STRUCTURAL AND BOTTOM I Owner. a . Pacif is NW METAL STUD FRAMING - - - --- - -- — Properties I GYPSUM BOARD VENEER PLASTER SYSTEM VENEER PLASTER 9965 S.W.Allen BIvJ.Suite 115 REVEAL SHAPE Beaverton,Oregon 97005 Roofi at Cano 8 Flashi at Canopy 5• ws2 5• ws2 Prokct: 72nd Avenue Off ice I Building 13535 S.W. 72nd Avenue Tigard Oregon Sheet Title Miscellaneous Details Revisions: L 21 July 2000 Addendum l 2, 27 July 2000 Addendum 2 3, 1 August 2000 Addenda 3 MILDR"DESIGN GR P.C., 2000, ALL RIGHT!'• DESIGN THM DRAT NGS AW TM'MOM,V OF MMENNo1T)K UICD CNON SR�, p•C"AM AW M T ilA1N�,tMi�T W M f1�M�WRITTEN /LR,IIMIpI D1 MUM OWN amp. F.C. Date. 16 Agust 2000 Drawn by: Checked by: TJK WEM N Job Number: 99095 Sheet of: „ i • Construction Set - August 2000 A5.2 ;"t 0 •»�»'� 1� , -. .: ..,, w s• ..._--- .+.lFdN4 .n9lMRMWOf l4ixWMf,,.f ,. �'+''`4:'. R n , N.. l . • . . Y AV' 7R11M71WIOnMifilil'.. � I ;a Io 12 14 18 + W �;t �. ^� I�fl�l � I I�Iflll I�CJaII ��'�. � ,' , f (• + �°. 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P7 ° ARC SPACE PLANNM ---- IirrECILRB • v v v _ ' ° a ° 0 v 11830 SW Kerr Parkway,Suite 321, P3 D P3 ° P3 Q V. ---- P3 4 4 , - Lake Oar iego,Oregon 97035 ^� (503)244-0552 4 a D ° ° D• ° � ° V aQ D -- ---- ° "J" BEAD TYPICAL womb 61 "J` BEAD TYPICAL SEALANT EACH SIDE � `J" BEAD TYPICAL "J" BEAD TYPICAL SEALANT --SEALANT a ALUMINUM STOREFRONT OFFSET GLAZING SYSTEM DOOR "J" BEAD TYPICAL SHIM 'OD L-4" 3913 RIZ y 1 Window plead (T •cal) 2 Window Head at Second Floor Lobb Exterior Door Head at Storefront Entrance a Door Head at West Door 5 Window Jamb at West Entry ► WS21 -0 �.3WS2 -0 Q5.49)/WS21 -0 5.3 14;1 1#-0" �.33391 -0 '' OF IF ALUMINUM STOREFRONT TILE FLOORING - SEE INTERIOR DOOR 1j" 7j" ALUMINUM THRESHOLD ALUMINUM STOREFRONT "J" BEAD TYPICAL �/`DOOR WALK-OFF MAT - SEE INTERIOR ALUMINUM THRESHOLD "J" BEAD WALK-OFF MAT - SEE INTERIOR 3 v X V ° Owner: i Pacific NW CONCRETE SLAB AND WALK - P3 ° P3 D SEE STRUCT�JRAL Properties D D CONCRETE SLAB AND WALK - SEE STRUCTURAL 9965 S.W.Allen Blvd Suite 115 IF Beaverton,Oregon 97005 �eWindow Jamb (T • al) Sill at Lobb Door Sill at Storefront Door Door Sill at West Door 5.3 WS21 -0 5,3 W21 -0 5 14A2-0 �.3 , -1�-0~ 1482 NOTE: SEE MANUFACTURER P' P1 > SPECIFICATIONS FOR ° D ADDITIONAL INFORMATION Pro ° 72nd Avenue r Ell P3 DOOR ASSEMBLY :•:• D Q D. 5 5 .. OR HEAD[ Off ice 1 " 7 „ "J" BEAD TYPICAL MAGNETIC Building ` � HOLD OPEN° Z- D � 0 ° RATED ASSEMBLY WITH WIRE Q —DOOR ASSEMBLY 13535 S.W.72nd Avenue Ti GLASS IN DIAGONAL PATTERN 4 � Tigard,Oregon V — — — PREFINISHED KNOCK O DOWN FRAME DOOR HARDWARE SEE DOOR SCHEDULE 4 Sheet Title- 2j" 2j„ P3 Door/Window — — - � P1 PI D V "J" BEAD r ICAL and Misc. FINISH FLOOR --- Details I � v yI� --- CORRIDOR WIDTH tt Window Sill ri2-%\NW!ndow Head at First Floor Lobb Relite Sill3 — .35 3 rm"'�Cross 1Corridor Door WS2 d29 �.31, CONCRETE COLUMN SEE STRUCTURAL FINISH FLOORING a v • • PIPING SLEEVE Revisions: SEE INTERIOR DRAWINGS • v• d ° VERIFY SIZE WITH 1. 21 July 2000 d p • . • PLUMBING Addendum 1 STOREFRONT SYSTEM • , PRIMARY AVD 2. 27 July 2000 v v • • • SECONDAR" RAIN Addendum 2 a •' ' DRAIN SHIM, COORDINATE' THICKNESS , WITH FINISH FLOOR MATEFIAL •' •a O• SEE PLUMBING z 3. I August 2000 OR SEE INTERIOR DRAWINGS SEE PLAN FOR • �►. 6 September SEE PLAN TIDE PARTITION TYPE • b ° 2 Addenda 3 SEALANT EACH SIDE • • . c a w w Plan check Vuestions REVEALS - SEE 5. 12.September,2000 LANDSCAPING • v ' Vol r • ELEVATIONS Qt On going METAL. FRAME D �� " GYPSUM • . 20 MIN. UL RATED • FRAME (UL RATED AT ONE-HOUR ' a a• . BOARD MILOREN OESION OROUP, P.C., 2000, ALL WAIL) D D \//�\// • • • • • FURRING CHANNEL RIGHTS RESERVED D CONCRETE SLAB o • THM MIUMrAwrws ARE T►It MAN94 AMY /IEII,[lICi1�T MITI TW PRIOR MlIT1f11 U RATED AT ONE-HOUR Q '\��\\��\\�� 20 MIN. UL RATED DOOR - ftRYISSION air Mtt�O[f1O11 aIOUP, P.C. E5 WALL) , /�� Date.. 16 A,4ast 2000 Drawn by: Checked by: CLOSER (WHERE SCHEDULED) CLOSER ALUMINUM STOREFRONT BK WEM SYSTEM SEE PLANS _�, INSULATINGGLASS Job N Number gg095 N T 'cal Door Head n Storefront Sill at Slab to Door Heat °f 5 3 - d at Lobb 19 Rain Drain at Entry Column 3 �1 -° 17A'IA 5.3 d35' '° 5• 7A'7;7 -° 5.3 -° Construction Se "61118 MWA • Set A5.3 „a .^, ' ,..,.rNt. rR 1�,yp2 wP.�..,.r;t yX .+.74M,?,i"Y•.", r.tiM1}P"r y. A6' "•71+"A I. r fi",P,,.. .n:,.d:".. r.M,; t ssw• r. ,.r. i, .:r. �1•� . ,. . 40 VIA y 'FB dk�(': • _ i. «." ., - ,.. .....,:., .., � . .6. '��" �,.., �.r. .t..i: 's,'lyr, ��.., t r nFU',M'''R'kiM;,A47'M'R'w... YuR'P'3,;n.:rk..• 'F''?1S��f,ye�:'TIf1H.}''!�fdtkt.,...t( .. ..�.rt'�'n_, otw..._ _.,n+r '- ,. -lost'.,,..� 1ls�}"t� r ... ` . tw. -w'pS.ser.wrl�xn:uw,•m.n:awrlew...Pwav"•':2,srur.n!tiuvno.. -x r _;p L 117 4. 10 12 14 16 P , lawn • ly . � 1J 11 . J�.��llail.11 �., tl'IIIIIIIIII 1111111 I ILII III Ilillllilllllll Illllilllllilll IIIIIIIIIIIIIII Illlll�lillllli Illlilllillllll tllllllllllllll IIIIIIIIII kw f 4 _ 1 ��NIIIIRI) law& 18111 d".w-....wows.....++w.r..i..n.•w..-•..-:....,..•...•.u.,.u.......e. — - .:: ;` - w.�_ s h ' --_..•..w...-,.... .. �.... .. ... �...w...w,.......r..rw+.w.wr.»^..•.w...++w�c.....�n•,-w+. ^ I � � �,. � • '3 :,+►..ww+..r ,,'. :.. '�r�...«.+'. wMwnH ...r.,....-..ar.wr.+rPr..r.".re•>•.,•Ir.n,.,c- � , � :lir .. - ..w ».. .,..,.w�w..,.......r ..,,•..n................,.•..w",•......ne..wwwea.e".w,w�.w+ w...we+.."...rwn"r.r.w,•«, e....wns... '�" .-•..t',1.*fir MY`4'�.W�+/Y.w.yV. ..47 � y ,.-- `•�f .. ..H rPV. .1 Y 1 . I MILDREN DESIGN GROUP,P.C. ARCrtrIWUNE • WACR PLANNING o O w 11630 SW Kerr Parkway.Suite 325 6 Lake Oswego,Oregon 97035 (5031244-0552 2 I A53 0 o SIM. JEW N 0 .I b •f' yy O I FACE SPACE 1 8 1J .OC, m 'rp m m 207 A4.5 A4.5 A5.1 7 I A5.3 SIM. .,,. 2 391 1��(gggll A4.5xOMAS Z fAf'AU�Uts 17 1� R A OF --,-moi-----'_._ _ _. . .. -. .. — b r b \ -- ---- ----.. rIGB6lQ08 � 3 Y .p 'm 109 a 101 i a D 1 A4.5 1 . ... ,. .. ... .... .- e; :. ice{_ , �.;: . .. _ _ :. ,. . ...__ . . , . .. .... . ..... . ., . .. .: : :.,�.._ .•....: .. . ,, _..:... 4 J e In A4.5 West Lobby Elevation _O. Owner. Pacific NW Properties 9965 S.W. Allen Blvd.Suite 115 Beaverton,Oregon 97005 .i Project: A` 11 ---- 72nd Avenue -- Office a LEASE SPACE Building 207 -- - - _ 13535 S.W. 72nd Avenue Tigard,Oregon rl — --- Sheet Title Interior Elevations LOBBY 7 CORRIDOR 101 109 Lobby Keynotes 2 3 4 1. ELEVATOR DOORS p East Lobb Elevation 3. TEMPERED RE2. DIRECTORY LITE TYPICAL "=1'-0" 4. 3'x8' DOOR TYPICAL _— �AWws5 5. FLOOR STRUCTURE - SEE STRUCTURAL Revisions: 8. ROOF STRUCTURE - SEE STRUCTURAL I. 21 Jul) 2000 7. REVEAL TYPICAL \ddendum 1 2. 27 Jul) 2000 Addendum 2 3. 1 August 2010 Notes Addenda 3 A. SEE INTERIOR PLANS FOR FINISHES I .1L. MSC- c. P. Gc. ;GW. 4L Plugs arsrnKo Mx w1ArMw MI M PRroary M YIIDRE,Mild or P.C. Nxl 4S NOT TO K Uma RMOC M w Nlr xPM1ER,"Or" "1. TM MIM MITTM "'WO" o Ou,.o. ... MOUP. P.C. Date: 16 Agust 2000 Drawn by: Checked by: TJK WEM Job Number: 99095 Sheet of: 1fsups"r1IEAM.°'" Construction Set - August 2000 A6. 1 � ._... � _._...Y.,", .. �"�F,;' --.`�"�"'T==„�'"�4',a� .� - -. � k.• vaa..n�...,......___.,...�,...�w,w.,.L,,i,•.y,---'�-'�'�--"'�---�"•�.r--Z—'•-1-� s - 4 to � io .z .a `� s 3 LiCIIIiIIIIII111111IIIIIIIIIIIIIIII) IIIII�IIIIIII�II,IIII1/1I111IIIIIII�I/IIIIIIIIIIIIIIIIIIIIII"' 0 1111IIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111!' II!IIIIIII �nA1 y III ndlrtdlmMla�IjthhndtAli wNBAlmd Ig111TIInnh�li lndlAlFAdM/1mdIRiI1nIIRfiI1nILITillulhaillulhglrnnlrtll�IwIIR/luiddf li nnlwae�llnln•dlrtli mlhlfllnnh�IRnh1S �.i; • �r�ra1 0 d,y db. •' }I Vgl� kr, 1j MILDREN DESIGN GROUP,P.C. ARC14MC-rURE • SPACE PLANNING 11830 SW Kerr Parkway,Suite 325 Lake Oswego,Oregon 97035 (503)244-0552 t o ° �r t t " 1'-3" 11},r firr Err t,_3" 8�tf No 8 " L34" 8,r 5 6• 1 -2' \ 1'-3" 3 0 o N 04 o A4.5 2002ER I l o o I •y ip t - �604MAS913 RIZGO 4V O; c -- —JI - N - �� --- - tl o -- - - 9�� OF - ------ '— IR �0*i R 6 ---- I o I 10'i A4.5 oT 00 N N North Lobby Elevation 2 South Lobby Elevation 3 North Elevation - East/West Hall _ A6.2 X"=1'-0" A6.3 9.=1'-0" X6.2 9t"21 —o' inti inti in x UJ -J M �.J a Y' Owner: s:. Pacific N Properties 9965 S.W. Allen Blvd.Suite 115 AWOMEN MEN BALCONY Beaverton.Oregon 97005 210 209 201 i Pro)ect: ii 72nd Avenue ELEVA Off ice 107 f � Building 1 I CORRIDOR I WOMEN MEN LOBBY 13535 S.W. 72nd Avenue 114 210 209 101 Tigard,Oregon i• r-r-r . ,: t J C: ,.. GI-Q!�0�'�'1� p o 0 0 0 0 0 I— o 0 0 ,M •M o o n Sheet Title: 4 North E�evation - East/West Hall _ 1=- _, t __ Interior into • II—III--I - - Elevations: Lobby and Keynotes East/West Halls 1. 3'x8' DOOR TYPICAL r 2. LIGHT - SEE ELECTRICAi 3. REVEAL TYPICAL _ Revisions: - 1. 21 July 2000 Ad A5.2 � — �—� -•^� ' 2• 27 July y 2000 ELECTRIC ROOM CORRIDOR 8 I Addendum 2 203 204 I A4.4 3. I August 2000 Addenda 3 4. 6 September —. Plan check Questions 5 12 September, 2000 On going Ell VA TOR MILOPEN DESIGN GROUP. P C. 2000, ALL RIGHTS RESERVED ,D t0 , THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN CROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 16 Agust 2000 Drawn by: Checked by: TELEPHQNE PQM CORRIDOR T.;K WEM 106 103 Job Number: 99095 Sheet of: 3 ° vation - East/West Hall 0X6-6.2 North Lobby Stair Section/Elevation '� 1 676 8W 72nd Avo, 5 — - Construction Set A6.2 SUPtDOO.00tlt A r2 – - - - '/+'=1'-0" :aot 40 int4 5b 7a '.i^•F/t7�f ti,� 'iii ;ret: - _ ,.Y •��' � - ONFFMT"MWWW R1 - -.�. .. �„ yam--._ ..�—,�.--...�.,�•---....:._ -. ._�-�, t... ._ .-.._..—..r.,r...-.— .__... ......... _... _..,.. .-"""•s•••"4M ,. � •... 1�1 •� / N • y 2 6 10 17 1 4 16 I .. • Ili 1 �f�11 I I I I I I I I I I I I l _ I' `: ;` �, � III rill IIIIIIIIIIIIIII IIIIIIIIIIII II Illllrllllllll hlllllilllllll Illlllllllll �l IIIIIlIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII Illlllillllllll Illllllllllilll IIIIIIIIII • 30x Inuln r rm lod ailln iud ill, nnr nt ulAli IMnulr 11111111111111m,11114AQhr�ImrlA Iwdrl �rm6 Innh ilwrlrlfi�unl �Nolr iluu!rtil�nulnlilr r�lu llrl'1�iluuhT nolr INulri�il F, Saf rrrwrw...-..,,r........-. .. .� .. , ^7s7ff`'�k'M'•A►., ♦ _+ H r 71rrA.::t•Q J JtiV '• ,atlt •Nn x.•s7"Ms - -n , a ,. , . ... ..,wr••.r•rrtMl�tur-r..rrn.r{u+•,.�. 1. it tiG T. �; A•rt" v F 14�.f. � r, _• ,,. rrYt., %�.. � f t r''^ `-s r,.b•�,C�!.w: ^ rs+•;• _ .. -n"r:^,'- ..1�,+. ` �''. 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T-2 - T-2 - 1�" O.D. 1 1/2" A.D. 4 1 3 t8 7 4 6.3 MWREN DESIGN GROUP,P.C. T--11I ARICHrM"rU911 • SPACE KANNM l] 11 S err Parkway,Suite 325 3'-6" 3'_p a Lake Oswego,Oregon 97095 1'-o" a (503)244-0552 X L1 SEAT COVER DISPENSER/ ACCESSIBLE TOILET J1 ACCESSIBLE TOWEL DISPENSER/ SANITARY DISPOSAL/ GRAB BARS (T•-2) URINAL WASTE RECEPTACLE I 1 TOILET TISSUE DISPENSER FLUSH VALVE HANDLE ON T-d T-11 OPPOSITE SIDE OF GRAB �V BAR - NORTH NORTH 2 13 6 11 9 20 10 15 16 15 7 COORDINATE WITH INTERIOR 14 2 T 2 Toilet Room Elevation Men--111/209 0 0 0 T-4 6' 3ANOKEY2 SEE 1/A6.3 FOR ACCESSORY MOUNTING HEIGHTS T-6 T-7 3 3 IZ 0 0 - • • o TOILET PARTITI 0 :r TYPICAL; WALL AT o ACCESSIBLE STALL v �� M J Keynotes 1. GRAB BARS, T-2 SANITARY NAPKIN/ MIRROR SHELF AND MOP HOLDER FOLDING SHELF 2. ACCESSIBLE TOILET T-4 FLUORESCENT LI;jHT TAMPON VENDOR T-1 T-7 FIXTURE 3. TOILET PARTITION T-6 FIELD VERIFY SIZE (BEHIND DOOR TYPICAL/ON ACCESSORY 4. RECESSED FLUORFSCENT LIGHT WITH EGGCRATE LENS WALL IN ACCESSIBLE STALL) Q a 5. NOT USED --- 6. ACCESSIBLE URINAL + 7. PLATE GLASS MIRROR, T-1 1 Mounts He' hts for Toilet Accesories _ + 6 DISPOSALACCESSIBLE SEAT COVER/TOILET TISSUE DISPENSER/SANITARY 9. SOAP DISPENSER, 7- V ( 4 j� 10.ANSI 117.1 TYPE FAUCET TYPICAL 4 u 11. PAPER TOWEL DISPENSER/WASTE RECEPTACLE, T-8, LOCATE 7 18 3 1 DIRECTLY ACROSS FROM CENTERLi,NE OF LAVATORY COUNTER 0 3j¢ 25 GA. METAL I }¢" x j6" PARACUBE LENS, 12.SEAT COVER/TOILET TISSUE DISPENSER/SANITARY DISPOSAL, STUDS AT 16" O/C CHROME FINISH T-12 13.SEAT COVER/TOILET TISSUE DISPENSER, T-3 • . 14.ACCESSIBLE SEAT COVER/TOILET TISSUE DISPENSER T-10 Owner: 15.PLASTIC LAMINATE BASE CABINET WITH LOCK MIRROR; EXTEND FLUSH TO 16.COUNTER AND SPLASH - SEE INTERIOR PLANS Pacific NW UNDERSIDE OF LENS 17.SANITARY NAPKIN/TAMPON VENDOR, T-6 18.LINE OF SOFFIT o - INTERIOR PLANS Properties 19.CERAMIC TILE WAINSCOT SEE 1 E 21 II 20.PLASTIC LAMINATE BASE CABINET WITH DOORS ONLY; NO 9ASE V-0. OR SHELF; INSULATE HOT AND WASTE PIPING; JVTINUOUS FLOORING L AND BASE UNDER SINK; MINIMUM CLEAR SPACE WIDTH ALLOWABLE IS 2'-6" GYPSUM BOARD TYPICAL 21•FOLDING SHELF, T-4 I 9965 S.W.Allen Blvd.Suite 115 SOUTH 1t!lESI SIH Beaverton,Oregon 97005 15 10 9 20 11 21 12 21 � 2 8 2 8 17 7 COORDINATE WITH INTERIOR 15 4 Fluorescent Light Soffit g a�Toilet Room Elevation - Women 112%210 2b' ' 2 =' -°" 6.3 1 , 8 1/4"-!'-0"_ S!:'E 1/A6.3 FOR ACCESSORY MOUNTING HEIGHTS 3ANOKEYI -1- Project: IWALL TO STRUCTUF_ AT 3W SOUND ATTENUATION I SIMILAR CONDITION 72nd Avenue BLANKET I IPLASTIC LAMINATE WAINSCOT 6 25 GA. METAL STUDS WITH ME IAL EDGE Off ice I AT 24" O.C. Building 2" 13535 S.W.72nd Avenue " WATER RESISTANT GYPSUM Tigard,Oregon BOARD CEILING 2)¢- 25 GA. METAL STUD o C3 o_ A CROSS BRACE AT EACH _ OPPOSITE PAIR OF STUDS AT 4'-0" O.C. MAX. VERT. 3)¢" 25 GA. METAL STUDS AT 24" O.C. WITH 3J¢" OP de BROOM HOLDER Sheet Title: SOUND ATTENUATION BLANKET � WATER RESISTANT GYPSUM o �'oilet Room BOARD Elevations and -TILE - SEE INTERIOR MOP SINK Details F-7- - I F I West Lad s Toilet Room Plumbi Wall Ki %Janftor Room Elevation - Room 104 6 1)§-.1.-0- N..11-0. d8 d3C Revisions: 1. 21 July 2000 Addendum 1 I 2. 27 July 2000 Addendum 2 3. 1 August 2000 Addenda 3 4. 6 September Plan check Questions 5. 12 September,2000 On going MILDREN OESIGN GROUP, P.C., 2000, ALL RIGHTS RESERVED THESE OWAM M AIR THE PROPo1TY OF 4lD1E11 OO M OROU► P.O.,AND ARE NOT TO K UM 011 IbMOD1101p IN ANY MAIRNlt,OOT W11H 11�/111011 WATT PEIIAIIl51ON OF MLOM Oiflotl GROUP,P.C. Date 16 Agust 2000 I)rawn by: Checked by: BK WEM Job Number: 99095 s Sheet of: h N O Construction Set A6.3 '2 40 .. ....,,,a�C•,•NRSY. •,. ;. rr i .... ... r,.. ...,,..Ma ..S - ,. r:...c. ....,. ..♦.. - ... -, A f..R'G ..M.... .. 1. I i r 2 G $ 10 I? 14 . 16 OR , ` , ` ..' .,,., ..,, _ _ .. 1 I!!llllllllllflllllllll��IDIII�IIMII�IWIIIINIII�I�IIN�NI�NI�iI'NIIpNN11NIII1Ni�Irlld�l NNII�N�auh'i �•:: • _ : ` , aYr.•trAC•I.Frr.+lt•+KA•e-Sp+1.11F•�rM.igO�MR.MYnr.•M'I.....�.N, yr.-•wtiM.••.1•,1R.14...f--.w1An•IIWMM.WIVM..f.a.MIR•�STv�Mwn.An•w'•M,t.IM•M'WNS,M�.we.M+•M-w.11�r�M�,n,w•1/Rr✓+•ftM'Nf•�IM.�•,1•YnIIM„RSS..IIA�.�VI.� Iy,wwr,w...u. .... - -...� --....,. .. - ., .,.r.._. ,......, ......-.�-- - �....-... ..W.,-,r._....a......wn.,..+,. .,, w..+rl•: r-rlr�•••f•�w.•rwrw...Irn wrM,."r•. - arr"r",r�..rY•..rs �•�'•' .•,... -. r,jr,. `,.ir++•-..IC .aW::.yiY . ..__....•�..•�+�rw-•.r�•+.:�.ra•.•.._......+.r.w+"..erw,....m...n••. - i.�i, i, f •'S Mand DESIGN Glil;`jp,Pc. ARCMU lURIII - &PAZ RANNIM 11630 SW Kerr Parkway,Suite 325 Lake 05"9%Orton 97035 (509)244-0552 1 2 3 4 5 6 7 8 9 10 I I I I 1 I I I I i T71- dr COMPANY 100,go, PLANMDI�11&D� so 96114MI&"x*"TILEe"�� m m�� THIO LOCATIGN• -- — ! �_ CIK-I it U---j 0 p 4,FMIJ AMR I e-2 6-2 I I I I e-1 I I I r CI"T-1 0Owner i!'1 TER I ! ! I I I I I Pacific NW �— -- — — — -- �p — — -- _ _ Prod rt ies C T-� T T"' CF41ftRAILr4IP a-2 a-2-+ P I e ,le ANP BASE ONLY 6-1 I Lill 11 1 6-2 -1 1 +4411 1 11 "K --- ' - IL --- I MAT 9965 S.W.Allen Blvd.Suite 115 D — Beaverton,Oregon 97005 rk -I I =11V __- d,-` r_2 P_2 '-RAIL AND oAIE oN.1r 10-2 1 i • -2 R RAS AND DARE OW.rCPT-2 < 10-2 I 1 e-2 1 e PI t!R Project A I I I 1 72nd Avenue 1 Office I T.3 �an., Buildin ----- --- --- — g T-! 1 193 ^—• L—— 13535 S.W.72nd Avenue 1 e-1 i M TER Tord,Oregon - I I I I ----- -� I I I 133 i Cr'T-I Sheet Titie S-2 ,e"x*l TILED - F — r— TNIe LOCATION _ Finish Plan First Floor P L IZ I L _ IOpp -- — AT go 00 1 e-1 i Revisions: A. Carpet C. Tile D. Solid Surface H. Paint 1"'-5 Mgfr: ICI FC Lighting 1. Addenda 21 July 2000 CPT-I Mf r.: BENTLEY No: 589 1 ' . � - T-1 MF r.: DALTILE Mfc�r.: CORIAN P-i Mf r.: ICI LT-I Mfgr.: SHAPER 2. 27 July 2000 St le: thm t Blues Color: Burnt Amber Color: Sorrel 9 Addenda 2 No.: X- 35 St le: Sierra Famil No l 0Fr Sheen: MF*30YY 24/1'1'1 Style: Luminous Ring Pendant No.: RB3 -1095 3 Addenda 20W • Color: Almond Matto y y Color: Frost No.: 494 9 Color: Shake It Sheen. MP" 55YY 80/'12 CPT-2 MF r.: DESIGNUJEAi/E T-2 i-- r.: DALTILE E. Window Covering J. Wa l lcoverin LT-2 Mf!@r.; WINONA g Nc,.: D-�21 I. Paint g Model::g Pa Fie e I Style: Trieste Color: Matte :3able p No.: ZOSc3l Type: Horizonte 1 Blind Mf r.: CARNEGIE Style: Pandora Color: 0038, LonaDale Color: T. B. D. P- Mf r.: MILLER ype: Xorel No.: 5011-12 r.: 4LLE Mrfr: Levelor N • UJO55W No.: 6423 Glass: AG3 Etched Vertical B. Stone No.: AM02 Color: Honey Wind C I r: Ribbed Art Glass Color: Pa lat.ino No:. 1 Meta I blind o o Strict / UJ541 ✓' P-3 Mf r.: MILLER T"ESE MAW= MMTY or S-1 Mtcc��r.: OTM LT-3 NOT USED 'I ►UM D m � E, �r No.: 1Ti5 GROUT: F. Metal Partitions No.: �C144N ""'�°'�°�a� �•� � Mf rNolol,tXcr.n will Q mo JIT 1EN MFgr: Flextiles 1 Color.. Black Deco REVISION-1 Pf,�OW or�ma ogle amp. P.C. Color: Black Dace 16 Amid 2000 -2 Mfggr.: OTM Calor: Natural <'sretj ' No.: W5 Type: 65eOpm Sanded REVISION-1 P-4 T,B.D, • I. Wa Ile OFf Mat prawn by: Checked�v Mf r.: FLINTILE BERBER ids Joint size: 1/16" a Granite G. Wood: Match clesi!3ners Color: Light Beige 1/1611 a wail sample (Yertfy). Job Numb«•• 9"5 1/4" A restroom sheet 13635 8W ThMAvo. r: as 0 `._. Construction Set — August 2000 12. 1 . 1 5 ..,..., t::, .. rarwr.onrWrarra.ar «I« 10 14 1 ,6 t i _ �•,rM A • ALA A IM . i , . • 1 ,I 1}•r I* 31�lIIIIIIIII IIIIIIIIIIIIIII 111111111111111 11111111ii11111 IIIIIIililillli �11111CI1111111 111111111111111 1111111 I Illl 1 ' 1 .' " 1 111111 I I 1111 • fl1i�1i1111NIr11�ulmd�11uh7i1 ' f , r M / .rwvru w.Yw.M•.......Iww-er+n.....✓11..rC++rrw.n .ti, ..-.-_-.iwYM.wrN.�.ea—w.V.i.....+w—aa-..,.r._-., -....r.....wY.. .arr •1.r++.s.+e-r._+\Iv-ar.r+l.wr_a.w/L...Yx' .1 x ' «uU�.,-W,.. .. ..,. ..-. ..W Y.y1.1.-w.w.a ..•.....ywY4••. ii: ,.«.n.ryyn. ..- . •, ..,....w.I,. W/ R!•'-T. ..w-IF+.rwnw.O..._r.•...w+.ti+-•+Rw.-• • .....N_•.T.•PrlwlwWr .111" YMraw+...CwMWM'Mw.-:.•.•.Mn.t,f!wV.rrw llwbl.+NMrr n.ew'«R�+n.w..• .. v r... 1 xy �5 %l f P., V •r Y MLDRFN DESIGN GROL P,M. A CIUMMM • araca ru►MAM 11890 SW Kerr Part vay,Suite 325 Lake Oswego,Oregon 97035 (509)244-M Consultant name C nsWcant address Consultant address Consultant phone I WARDAGIBBOM at MPANY 0 [::7P-2 0owner: 0 Pacific NW • "' Properties 0 0 0 don--------------"mb P-2 P-1 GPT-2 — 9965 S.W.Allen Blvd.Suite 115 1 1 Beaverton,Oregon 97005 Pa P-2 CPT-2 GPT-2 P-2 P-2 P-1 P-� <A" Prate: i 72nd Avenue 1 , Off ice T•a Building --------- ----- T•� 13535 S.W.72nd Avenue ia� Turd,Oregon Sheet Title: Finish Plan Second Floor Revisbns: 1. 21 July 2000 Addenda 1 2. 27 July 2000 Addenda 2 3. 1 August 2000 Addenda 3 I� I i ,'.G. 20 BALL THESE MUM= AM THE PROPERTY OF WWOT I D[lION 001"t P.O. ANO ARE NOT TO sE USED OR RE/ROOUCfD AMY MANNER,EXCEPT 7MTH fl1E P" WMrTEN PEIe/l" OF MKMM OCSION OROIIP,P.C. Rett" 16 Au.Qust 20000 Drawn by: Checked by: MMS Job Number: 99093 S►,:et Of. UU6 aW find Ave. Construction Set — August 2000 I2. 1 .2 5 S J.►Nrd4n r Y ! 10 - i2 Oil .111111 11 w A.•v►•'w..../14. /^•• 'N'T-,wlm�rarww�-•.••'.w. Y b.iMn.M.�.:il. 1 • �. .ID w-w ..• . ._.,.Iw.I.!••YwIA�Mr•-gryer..w a.MW.w..Y..�'��eYi.+.r.- )M�•,IR .••.•�YW,: .. - -•+1pK.Y/.-•wrw.Y..,rl. - •r'.\.111..1.1I.I�+�VFrrM••M.-M�rMwvl�M...IrIWC•�.nN+MI-I.M-/RRh}I +.r-..�.w..�rw.rs�.�..w..,.,..w...w---...�•.^..+�+w�w..�.�.•.....s,.....r+..r..s�.•r. M.�rw ewr.r,.r:.wr ,�yb.r, .....r... ,_. �.,,....x..w:.. -... ,,.,n.,.�R:w,^4*alsaurfw.+,�.N.,e++.n;\.. -o...rp.r. ., rTuwua.w^.e ..«+.. .A ...,s......�{.W. w..�-,.w....r,y+Ma•-+...w...,.r \ •IC1 y:. IT MAORI DESIGN GmuP,P.C. ATA39'!!1.TUU ■ lACZ RANI DIG 11830 SVW Ken Parkway,Suite 325 Lake,Oswego,Oregon 97035 (503)244-M P-A l \� G Y' i . r � P-1 i P'Z P•I �� ELEv. 4 -1 , W�A GMBOM APL 133 CNA RAIL bdi MAPL >!1/Itai�IMI�IOY D�RGN �aR ast w� P-Z P-1 P_Z :.`',,,,•�„�� , � 1x4 MAPLE r`1'µAt SIR CHAIR R:IL,T1T. / Z P-I ? P-1 P-2 P-I P ,-P-Z ��wVERTICAL . PEWAL.,PAINTELEV. 133 FINL_Z 133 PL2-\ AT LW.A ':. IYP. .� hs MAPLE VIER Owner. PAIi1.6 0 vMRR VIXWAT E .ACEs �lD (HMMWAL Pacific NW REVEALS,TYP.! a E,TYP. Properties W II Section Wr6 9965 S.W. Allen Blvd.Suite 115 Beaverton,Oregon 97005 4 � Protect: 72nd Avenue Off ice M' P-j% Building . N 13535 S.W.72nd Avenue t;} Tigard,Oregon Sleet 1 Ale: P_1 • '! g �PNL-I z P-1 /,P-s P-1 P-I 133 Ix4 MAPLE Building CHAIR RAIL _ :. Ix6 MAPLEect ions DAW,r(P. P-4 ai P-I �. ” 7 * 40. Ix4 MAPLE \ CHAIR RAIL,TTP. to J- P-1 Z Z 4NERICAL 3 -Z -I -Z P-I 9 P-Z I ;':�f•.,,:j�:L:�.p, r Revision P'1 21 J uly 2000�' At AELLPATT193 rp -.Z Addenda 1 ` :•;r�; 2. 27 July 2000 NOW,, �:•:::: ' Addenda 2 ':, _.. "• ,. : �.-. .., 3. 2000 • 1 August :ti{vn',.,• ■1'1APLE V1r1'!!R LL .r. •,F '!!:�fK�� Addenda 3 OMAN"IW VV41M EOW6 AT EXPOIN D lUPrAM(HORIZONTAL UVEAL®.TYPJ N6 MAPLE SASE,TTP. W i I I Section M DE910Nr�tQL1P'P.G., z000. Au R1DNn RESERVED O W1112 THLSE DRAWINGS ARE THEPROPERTY OF i MILDREN DESIGN GROUP, P.C.. AND ARE NOT TO K USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date. 16 August 2000 I , Drawn by: Checked by: MMS DLS Job Number: 99095 Sheet of: 776]6 SW 72nd Aw sUP2000-00m V of a Construction Set — August 2000 13.1 5 Md Ar\.OMW Sty.M N,ie1� ala '�'•� _ 6 _ 10 12 14 16 d I. • �* Ili ,, � iL1I�I INI�U Uillll�lillllh IIIIIJ,II.IIIIII IUIIIIIIIIILII. I�IIIIIIIIIII IIIII I i III . II � I�I III IIIIIIIIIIIIIII IIIIIIIIiIIIliI IIIIIIIIIIIIiII IIIIIIIIIIIIIII IIIIIIillllllll IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII .,.. tlIAO «� 111 I l � a illlll'I�lIN1i�lAdpR1 Ah �Il�l fi II I� t� I � l��l I' �I '411�idll ►,� ,, � l mdl l nn6i�illl�i�l Il�ilnldlt<i uln nldl�i uldl Ilh. 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AN139flCIU011 • !AO F ANUM 11830 SW Kerr Parkway,Suite 325 GT.9 - P1ELD TILE —C.T.02 - AC4=W TILE 80LI0$1AC10 COWT11t111011160 TILA Lake Oswego,Oregon 97035 DSL TU!9X-191 DAL TILB D-111 AND OACKSMAMW - C401011 DAL TI 4OX 1A DAL TILE�1 TILE (503)244-0552 'D~Al MM SOMA' ...... ...................I............. .. .. ............................... .......... .............................. .......... ...11.......................... 1 ............. .............................. . ............ .....11.......................... ...I......... ................................ ............... ....................... ..... ....... ..... ..... ..I..... ............ . ................ ............ ..... ..... .......... ........... if I _J ......... ................. ....... .................. . ................. ...... ....... 1 O p [if = . ..............r-Wrl-T-K .............. I 00Kul id..... .... .... ....... . ................ ...... ..... .. I f I .......... x ............. I L I I I t I III I I I T— - 1 _ o DOM "' & COARANT N IL.E EIAtE,M. 1"C.T.1lJ'tt E1A fNrl1� 411 an00>• � Ib PLO=TLA TILS 'ANTICA OWMA' 111113 11E wnl/ 0 A W2 TN A TYPICAL ALL MOT 110Gr N SECTION 01SING WEST ELEVATION NORTH ELEVATION� � 2 W" WOMW 3 W" Vr%rFW C.T.rl - PIELD TILE DAL TILE�DX-198 MT.42 - ACCIONT TILE AEC 11ACKEPLMN--OMAN DAL TILLMOX- !1 DAL TILLNO- 112 TILE DAL TILIM-121 WNWr APS $GnA' 1 OWner. Pacific NW ,� —�-- Properties PAPER plt ;•; :'r?: it •' ?; :; '! - Uili LA.L GOVElGWILL C°vEItlG III 111 9965 SW. Allen Bt:drSu Suite L 15 Beaveton,olegon97005 0 1 'v) Orr n :r Project 74nd Avenue N W C.T.MAN A"C.T.VA.e J I Office 4'.." Building 13535 S.W.72nd Avenue T1�•Oregon 4EAST ELEVATION �• SOUTH ELEVATION EAST ELEVATION � �� 90M& V2*ef6r W." Vr"W Sheet Tttk: °A"�'""�""F""°'°�''°� Rest Room Elevations a FA I fill r Revisionx C� 1. 21 July 2000 Addenda L July 2000 _ Addenda 2 ❑ 0 3. 1 August 2000 Addends$ be C.T.SAM MIN 6'C.T.IMAM •"C.T.SAM ommm mm iiiiii Monona MUM M.P.C.. 22000. AU THESE DRAWW ANE THEPROP17 Y OF ISM"OCJIO>i GROUP. P.C.. ANO ARE OT TO 1M OT TO UKD OR REPROCUCEI)IN ANY N S TH ELEVATION WEST ELEVATION NORTH ELEVATION �� NORTH ELEVATION PPERMQSION TMLNTH THE PRM WMrFEN "DESIGN GROW, P.C. SOMA vrer-W9 10 .o" ,W%1.a Date. 16 August 2000 Drawn by: Checked by: MMS Job Number: 99095 Sheet of: 11g11W 222nd Ave. sUP1000M111 It of 40 Construction Set — August 2000 13.2 Err ewOR1u01r1�� Ills ' • � ,a" ...w ..,P• .., nro ,. ,... �. ._ -- +!w!mR� r:fsY.EMt:wyF„hou:,. s'U+Ifi r.. • a� yM J+ 1 / r r .., 11 c'�1., 1! 14 . . �� III IIIIIIIIIIIIIIIIIIII1111111Illlllilllllllllllllllllllllllllllllf'lllllllllllllllllllillllillllllillllllllllllllll , ;; - ,.. � , • Il �w I nnll�nnlll��l�ll�nlr11�1n11(�i�nlin�1n11�1n 1'' �s��``�. 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ANC HNI Mfa - VAL7 RANNM 11830 SW Kar Parkway,Suite 325 Lake Oswego Orson 9703.5 i Mom 15031244-0552 t� a 0 0-4----T 0 0 °-2 Cf t rMLLA*T ME I/8" EASED EDGE -- TOP OF CHAIR RAIL Ix4 SOLID MAPLE FRY REGLET 0 UJAINSCOTT TRIM - CHAIR RAIL t CAP (TO BE SELECTED j I EC PY ARCHITECT) cYl WARDiGOBOM m & comp"y RAIO�aRsuolr��..oN a*.�..N.... Li 1x4 SOLID MAPLE T-� TRIM - CHAIR RAIL r-� Cf AND VERTICALS MAPLE VENEER PAINT PLYWOOD - PREM I UM = � GRADE, FINISH TO MATCH DESIGNER � cv SAMPLE ' ®ALAR �M�e OM PLOWM PATTE � oowa wM� i owrw: IX& SOLID Pacific NW 1x6 SOLID � MAPLE BASE MAPLE BASE = Properties SEEM= 1 I- H —y L civ 2 9965 S.W.Allen Blvd.Suite 115 DETAIL 0 CH,41 R RAIL Beavau%Oregon 97005 DETAIL WAINSCOTT Project: 3 wA�l=TT AND CHAR �- 72nd Avenue a+au a�+•�.a Off ice Building 13535 S.W.72nd Avenue Tigard,Oregon NOTE: CARGO BLANKET WOO KS t0 BE PROVIDED BY ELEVATOR MAPNPAC'1UIQER - CONTRACTOR TO COORDINATE INSTALLATION W/ ELEVATOR MPGR CABINET 024STRUCTION TO BE CUSTOM CABINET CONSTRUCTION TO BE CUSTOM NOTE: ELEVATOR CAB CEILINLs GRADE AS DEFINED BY AWI SECTION GRADE AS DEFINED BY AWI SECTION TO BE STAINLESS STEEL W/ 4008. COUNTERTOPS TO BE PREMIUM 4008. COUNTERTOPS TO BE PREMIUM MR-I6 LIGHTING • S POINTS SPACED Sheet Title GRADE AS DEFINED BY AWI SECTION GRADE AS DEFINED BY AWI SECTION Ix4 MAPLE TRIM EVENLY ACROSS GAB CEIL+MG Ix4 MAPLE 400C. FINISH FACE OF COUNTERTOP SELF 4000. FINISH FACE OF COUNTERTOP' SELF Enlarged Plans EDGE TO ALIGN WITH FLUSH OVERLAY EDGE TO ALIGN WIT'-4 FLUSH OVERLAY 1x4 MAPLE TRIM DOORS AND DRAWERS. DOORS AND DRAWERS. Cabinet Sections O O O O O O O O G O O O Details — LID SURFACE FjAC1C SPLASH --6pLID SURFACE BACK SPLASH RETURNS W14EIRE INDICATED R RETURNS WHERE INDICATED . . . . : . . . . — SHIMMING BLOCK AS REO'D SHIMMING BLOCK AS REQ'D WALL COVERING hed SINK AND HARDWARE PER SINK AND HARDWARE PER — WALL COVERING SPECIFICATIONS SPECIF;CAtIONB PSL L MIRROR OPEN ITEMI°ENro — FLUSH OVERLAY DOORS WITH P-LAM FLUSH OVERLAY DOORS WITH P-LAM ` Rev�io� ALL SIDES PER AWI SECTION 4008. ALL SIDES PER AWI SEI;TION 40M. 1. 21 July 2000 INSULATE DRAIN AND HOT WATER .�ddarda 1 PIPING 2. 27 July 2000 _ Addends 2 3. 1 August 2000 Addends 3 PROVIDE CONCEALED HINGE SYSTEM PROVIDE CONCEALED HINGE SYSTEM SEE 3/103.13 FOR — SEE 3/IC�3,13 FOR MELAMINE INTERIOR. &-E - MELAMINE INtEI�IOR, SEE WAIN�TT ' 'Y 11=,40W.VTT ASSEMBLY SPECIFICATICVB FOR MNF. SPEGIFICAtIONB FOR MNP. OPEN IIS LINE OF ADJACENT C.�►BINET BEYOND p I O P.C.. MM All FRONT ELEVATION SIDE ELEVATI SEE 3/103.13 FOR REAR ELEVATION nwx A�n«E.Navar OF wnm DOW aeour P.a,aro AwF i 41NSCOTT A66EMBLY Nor ro nc u�O DIE PO co M ANY rANNor, exotrr M1tN IME P110R NIrT1fN ON OF MUWAN 0CM�, P.C. Date. 16 August 2000 Drawn by: Checked by: RECTION • !NC RECTION • ADR RNCYATOR ELEVATI01;.'s N°s Job Number. 99095 Sheet 1=69WIWA». of: I as N Construction Set — August 2000 13.3 5 UW A...aNs■sJrftm6m low � _ • . ..,. _. l. a... _, .. + rr ,... yea•,wnn!+�srar.. .�^+rn.au ..e.. � rn ._ . . '�•: J 2 r y M I t + 1 wm.H rr ,agr a.�ee o f I1 1, e� i6 ' l •1 • �' I1� lTI�l� �1• 11111 fl�I��ifl(�1 •�. 1 �• �� , � 111 IIIII �III►I Ifillll�lllllll IIIIIII�IIIIIII IIIIIIi�lllllll IIIIIIi�illllll � � I �' ,' I Ill�,�lllllli II IIil�lllllll IIIIIII�IIIIIII IIIIIII�II ,W ;,; • ,,', 4 ,,,, i b'�Indi��wlhl�l>Afilr�lrrril1l��uullifih ..• �..... — .....�.,. ....... ......�.....�....... .. 1 ' w , ..yu,�My-...=ty.,..,.,.. .. ` � ;: .. .. M ..w.r�rrw..wrMYrrv�.�ri++y •. .... . «. .•r-s..rw.w+.r .+w. ..T.+-.... .0 re.s _q Keynotes 1. 8'-0" PLASTIC LAMINATE COFFEE BAR WITH UPPER CABINETS, 9. PREFABRICATED ACCESSIBLE SHOWER 24 X 21 X 6 STAINLESS STEEL SINK WITH INSTA-HOT &10.BENCH WITH PLASTIC LAMINATE TOP AND ENAMELED STEEL AND DISHWASHER PEDESTALS BY "LYON" OR APPROVED EQUAL 2. REFRIGERATOR 11. ALTERNATE #1 : FUTURE WALLS - CONTRACTOR r0 BLS MILDREN DES GN GROUP,P.C. 3. VENDING MACHINES BY TENANT AS ALTERNATE ADD (INCLUDE ALL ELECTRICAL/DATA IN WA'.LS') 4. 3'x8' TEMPERED RELITE TYPICAL 12.ALTERNATE #2 : CONTRACTOR TO BID AS DEDUCT FROM A1t0i rECMRH - SPACE PLANNM 5. 3'x8' SC WOOD DOOR TYPICAL BASE BID (INCLUDE ALL ELECTRICAL/DA TA IN WALLS) 11&30 SW Kerr Parkway,Suite 325 6. WALL FLUSH WITH FURRING 13.PROVIDE 3" SOUND ATTENUATION BATTS AT TENANT DEMISING Lake Oswego,Oregon 97035 7. WALL FLUSH WITH SHELL WALL �y WALLS AT GRID 2, 3, AND 4 (503)244-0552 g, ij WALL/q GRID 1 2 3 4 5 6 7 8 9 10 244'-0" 75'-0" _ 94'-0" 75'-0" 25'-0" 25'-0" 25'-0" 29'-91" 34'-54" 29'-91" 25'-0" 25'-0" 25'-0" 15'-0V W-114" 12'-6" 12'-6" 12'-6" 12'-6" 10'-0" 10'-0" t 13'-6d" -- i N. 8 Q 8 A I -+- __- - -f- T-.C,)) . I 5NOPMAJ.9 RIZ �•-y \� 'n .I 1 T129 5 T130 5 T131 5 12 J �+ OF T121 T122 7124 T125 T126 Z,5 I `% �5 �5 Z.5 �5 �5 r13o nay T102 N 5 Q 12 T129 I I IPENER6L OFFICE I I T102 1 T100 048B9F105 T121 T122 T124 T125 II T126 T127 5 I I F105 0 13 12 13 jl 13TENANT 128 n N 5 11 7123 � _ I -_ ; it II I L- I I II Q 8 12 4'-0" - - - - - -- - - - 120 i L] F106 •5 I 10 1v M p I UP II II -- 7 I I T101 II �P - NMI 5 I - Owner: / 7 I li q q o it I I T103 5 Pacific NVQ Pro erties 0 7t20 FLOE T123 (D-g 0 0 0M in � I P n1s o I F104 11 `O I BOFFiC1 ST 9665 SW Allen Blvd.-Ste. 115 G .5 II Qi o I 10 i T108 T109 A3 T110 5 5 Beaverton,Oregon 97005 r132 I 10 - rYP. .� - E 4'-0' T133 T10e T10i 11 11 LENGTH VARIES MEN �NOWER \ F103 TENANT WTUR� TENANT 00 T115 F100 T133 12'-0" 1948B .5 .5 � a F103 I I Qi� " i 5 ' Protect: '5 T11013 13 I 1 5 15'-61 M A3 9'-5}" 9 '- 111. T105 Ten ant 5rte' 4it I 1 T,,, 1a. T;a4 Improvements 711E x117 T11E T119 -- F102 FIN __ I 12 Q 7132 T'°' r'°° 72nd Avenue III` T111 T112 T115 7114 L - � ENCG =*4 QMC T116 T117 T118 T119 T111 r104 Office Building n ! 5 �5 5 5 F102 II F101 , 2 5 5 •5 I I •5 OFF1 3 2 1 A3 5 � o SW 72nd Ave. II o U) BTM 5 T112 5 T113 5 7114 41313 5 7106 5 - Tigard,Oregon 0 12 12 T107 __ __T w 5 6 13'-6j" •dil A3 TYP Sheet Title: First 15'-01" 10'-„1," 12'-0" 12'-0" 12'-6" 12'-•6" 10'.-0" 10'-0" 10'-„1" „'-2C Floor Plan General Notes Finish Schedule First Floor Plan Finishes N!".11-O" A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. ROOM NAME 1. Carpet-CPT-3: Manuf: Design Weave NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START Fkw Finish- am A4889 Pattern: Preston Pointe OF WORK. S. OCCUPANCY: B A. EXPOSED CONCRI TE SLAB Z! Color: By owner C. BUILDING SHELL CONSTRUCTION: TYPE VN B. CARPET - CPT3 No.: By owner D. MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER BY G. LOBBY CARPET - CPT-1 (SEE SHELL DRAW1 S) Wall Legend Installation: stretch over pad Revisions: SEPARATE PERMIT. D. STONE TILE - S-'1 k S-2 (SEE SHELL. D WING 1. 21 July 2000 E. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH ^A,T1NG OF E. SHEET VINYL 0 If. Pad: Manuf: Nova Commercial 40 oz. Commercial grade pad Addenda I F. VINYL COMPOSITION TILE - VCT-1 NOT LESS THAN 2-A:108 FOR EACH 3,000 SQ.FT, OF FLOOR III. Vinyl Composition Manuf: Mannington Commercial 2. 27 July 2000 AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TOBase 3)/" METAL STUDS Addenda 2 Tile - VCT-1: Pattern: Essentials EXCEED 75'. At 24" O/C WITH '�(j" GYPSUM BOARD Color X112 Pewter X123 Wheat 3. I August 2000 F. 10OX SPRINKLERING TO BE MAINTAINED 1HROUGHOUT IN 0. NO BASE Addenda PERMIT). 6. 6" RUBBER BASE - RB-1 ACCORDANCE WITH N.F.P.A. PAMPHLET 013 (BY SEPARATE 4. 4" RUBBER BASE - RS-1 Q SHELL WALL TO REMAIN Adde IV. Rubber Wall Manuf: Flexco Wallflowers 4. de modifications G. ALL HARDWARE IN ACCORDANCE 'PITH ANSI 117.1. [_ -i] PROPOSED FUTURE WALL Base RB-1: Color: Black Dahlia H. PROVIDE 20 CFM OF OUTSIDE AIR PER OCCUPAN, AT Wall Finish --- No.: WF-01 OFFICE AREA. A. EXPOSED CONCRETE �j 1-HOUR RATED WALL V. Paint - P5: Manuf: Miller B. GYPSUM BOARD AND PAINT - P-5 Q Color: Lemon White C. VINYL (SEE SHELL DRAWINGS) No.: CWemon X. EXISTING TO REMAIN MILDREN DESIGN CROUP, P.C., 2D00, ALL C��,�, PIII RESERVED ep+y F V9. Cat'netry Finishes: TWX auwlM AK THE PeOMM OF MILMIEi Ottl1011 09°I!P P.G. AND ARE A. EXPOSED ROOF STRUCTURE tMOT Tpo1,K WED 9R II�PNOOIICfD NI ANY B. SUSPENDED ACOUSTICAL - TEE BAR Q Vert. Surfaces: PL-1: Manuf: Wilsonart PERMA"Pi!lfl�l OP MrDNfll a P.C.VNTM C. GYPSUM BOARD AND PAINT - P-5 No.: 0403-60 fxa�T wTH nit rNloll Color: White Sand Date: 24 October 2000 t Counter Surfaces: PL-2: Manuf: Pionite PL-4: Manuf: Pionite Drawn by: Checked by: 8. 8'-O" Q (Colors to be No. A8191 Suede (Pattern) No.: AT981-S (Pattern) 9. 9'-0" 1 WEM selected by tenants) Color Blue Sandstone Color: Coriander Fiber BK 9.5. 9'-6" 0. s 12. 12'-0" PL-3: Manuf: Pionite PL-5: Manuf: Pionite Job Number: 99095.01 13 X. EXISTING TO REMAIN No.: SG213-Suede (solid) No.: ST650-Suede Sheet of: tiColor: Optl Gray Palomino g 0/Of 40 VII.Electrical Switch Manuf. submit Plate Covers: White Permit Submittal - October 2000 TAI 3 a G Q�r: .�.,^,,,,{,»bpgrr•e„apnt•I-•NVly1.`, . ..- ;. 10 12 14 �101111111111iuii►r 11!11 11111 W11111 1h : �� ,�� o��r �� ►�� ,�� :, . :a: c��' 1 (M� 1lIII�pNIN�1iN�IRNIN1�11 �r IMII�IIt111� 111i1��IN1�1Ti1 z t - . .. _ `r'.M ��{M M.-�re+.n Iq.►M!Mi�K •WM.+4.r....NY�M�+ ..W.�.�IM.""MMactY+. .M.-..N.'...' -_.. 'Yiw+L�•...+:.�.r,w..„.wnr✓�..r�ro-.i• .. .^..-..e►+r.....�..r..".. v..r..w..w..w .r.rwr.rrs,•.....r.: ,,�1 .w w�.++..+..r:+..wr�r�rf�.� raver/W . . ., ,,yY�Y...,. r. w .. _ .. .< ..n.•n ..,n.y„. ..........rr. .�•.. . 1..w ;may ••+�M*r.r... . 1L ye-:,...._:�:,4:1e.a1.... .,y- .._ ,♦y.$}{4. ..,�,.,.w �-fARi+wlY. w+Iev".-r. .vMe.64•wMN1w.+..+M"rn.•.a.. w'v.+M+r+_rn w.a.ettMwM "weM.M.+:.eww.w+,+w!4"NwN-ISM"•-- ...rwwMiA Y. i.{Y <- ti sa r�t` r. et t i1• Ijtjl Keynotes 1. MAPLE FACE WITH ABSOLUTE BLACK STONE TOP RECEPTION 9. q WALL/q GRID ^ DESK, REMAINDER OF DESK r0 BE PLASTIC LAMINATE - SEE 10. WALLS TO BE FLUSH AA DETAIL 6/A3 11. q WALL/q MULLION 2. 10'-0" PLASTIC LAMINATE BASE CABINET WITH UPPERS 12. RUN GYPSUM BOARD PAST COLUMN MILDREN DESIGN GROUP P.C.3. 3'-0" x 8'-0" TEMPERED REI_ITE TYPICAL 0 , 4, 3'x8' SC WOOD DOOR TYPICAL ARClir7EC1'URE • SPACE PANNE S. STONE TILE -S--1 4c S-2 TO MATCH LOBBY (SEE SHELL DRAWINGS) 11630 SW Kerr Parkway,Suite 325 6. CARPET - CPT-1 - TO MATCH LOBBY (SEE SHELL DRAWINGS) Lake Oswego,Oregon 97035 7. COFFEE BAR WITH UPPER CABINETS, 24414 STAINLESS (503)244-05'52 STEEL SINK WITH "INSTA-HOT" HOT WATER HEATER 8. WALL FLUSH WITH FURRING 1 2 3 4 T 6 7 g 9 r �" 244'-0" 75'-0" 94'-0" 75'-0" 25'-0" 25'-0" 25'-0" 29'-91" 34'-54" 29'-9i" 25'-0" 25'-0" 25'-0" I • 8 8 ~ 3913 � p MAS IZ0- ►r.� + I of QMC PFFIC O1I T2071 0L GENEROFFICE T21 ;� T214 °i r210 N T207 I 119413EI Q T214 0 15'-9" 15'-9"t t T20!! GENER6L OFFICE M T213 T215 T212 .yv i 4 1 T206Q I '° 1 T215 i 4 r — -- T211 O T211 N T208 0 T209 0 I I MB9Q I 1 Owner. ME N I _ I Pacific NW IDom Properties p 1! O K 1 N L- DOMI D — —{ — — — o u 6 — — — I 9665 SW Allen Blvd.-Ste. 115 `14 i Beaverton,Oregon 97005 12 N / rING 10 200ow o 89 1 M 01-1 ------ Project: T2 3 2 b ' Tenant OFFIC4 205 p T202 3 T218 T216 4 Improvements T205 O I I I T216 72nd Avenue T219 T204 - Office Building T201 r217 OFFIC4 . SW 72nd Ave. 2o4-1;z 94BEM0 9 9 r~ [T217 Tigard,Oregon CONFERENCE OFFIC� I T201 T219 �, T220 DAM F 6 — — — - — — 0 I ic) — — — - — Sheet Title: 8 8 Second 11 5 A3 Floor Plan TYP. Second Floor Plan )6"=1'-0" A Wall Le end Revisions: 0 l. 21 July 2000 Addenda 1 27 July 2000 3j¢" METAL STUDS 2. Addenda 2 AT 24" 0/C WITH j" GYPSUM BOARD 0 3. 1 August 2000 Q771 SHELL WALL TO REMAIN Addenda 3 4. S3 modifications PROPOSED FUTURE WALL Q 1-HOUR RATED WALL MILOREN DESIGN GROUP, P.C., V,00, ALL RIGHTS RESERVE) 0 TWK ORA0 AN TME PROPERTY OF MEDREN DElION OROIIP P. AND ARE NOT TO!E 11RD OR I�PROf�11Cm IN ANY MANt�I,Ex0!}T� THE PRN1R rAIITTEN P[11M1lN011 OF MLORER i1P1 ORd1P, P.C. Date: 24 October 2000 Drawn by: Checked by: BK WEM r. Job Number: 99095.01 g Sheet of: INN SW T11Rd Ave. n •IIr1000�0100 71 of 40 I- _ G 6 ,A 10 14 ` 16 y4�'•1 , � i I �% ` v 1 ' a � 1 fllldl Illllilht!lir I Ifl Iillll 1U11iIIIlII,I ,�•,, .., I;�IIIIIII 1!1111.1 I�`il 1111111 IIIIII111IIIIII VIII I II a_ s. • llt IIII111111111111111IIIIII111111111Illillllilllllllllllllllllllll IIIIIIIIIIIIIII IIIIII1111 o a f `w, ;tw° � •t •ti .,,. ql, .... ,„ _ . ' N�1�� 11111N111�1111111111111INI�I�I�II�N�ININNI� IHIIN��IIIIIII�N� 1 I ...-"."w.w,rea.".........-,. _ .. .... ...--. ..«.» .e.ww«w..,.v . i...• M tr'. �•`,• +5 1"/ � _ :1 I l`+ �, rYr.M+•tea•i.wla«w.� r .. .. wo - . ,r .- r ». .r n ''�.4 ,,. ++.rnr . ..n ,.r,w"wwwrw4 ,r.+.+w ww •.wi w.••.+.rwr.w,wrwww .wWIY „ ..r'urrn f..✓q,y..•.•• ,. ..�.......:• wr•aNer...:.IIpO,. �+.,.:..r..s.....aa....»°«.0».-•a+iii...-,..r.. i- -...._. .. .• ..... , .. .,.... •'- i;�wFs ..`i' .:>•.. .. -.. -".,,w..sr.ww,r,r" n,.w...r .ruM°, •°.... w".-.....r+...>..v«n ..,cr"w _ r. . .""wr .. ,. .............. y,. R. 1�`•n�r rµ - Y hr . } ry ;1=r t. + ry ._..nwwvrwtir,iwawRvw............+,_..-.-r..w .+�.!✓M."VwR•.,.w•+i+..n .•+r. w—.-wvw.r+ws.�w-wwYn. - www .w.-w-..Nw.w•v.rr-vti....,wwr�w..nRv—+"w.�w..-.�w,w.r�+w•..—...wMw/,w-.-..,wrnw•..r+.w.rw,-....,v.+.-w•w--.....-...,.,nr•+.+r-+..+�.�.,ww•Iwr•,M�"-ww+„urww+wrM....w_,. .�+'+vr,r,.Ns.w.••+.w-r.sroN..r..ww,ww-.......•„•-,..uw r.+,...w.w.ww., ww.-.t.wr,n,•.+.wv-n.+..w,•...+,,.•,-.-••w•+M••+.w.,••:...rwvr,•w:.n+w►/r+w.w•wwn,ww--...�+►••+wr..w•wu.n.wr--'w..r•--+v..�r.wws..«rwwA..w�,w...r�.wwn.w.-n...,.-+..-,"/ a MILMN DESIGN GWUP,P.C. ARCHr11CMRR " SPACR PLANNM ----METAL SCREW'-- 11830 SW Kerr Parkway,Suite 325 (ATTACH TO — PLASTIC LAMINATE FACE --- PLASTIC LAMINATE FACE PLASTIC LAMINATE FACE Lake Oswego,Oregon 97035 DECKING OR " COUNTERTOP AND SPLASH COUNTERTOP AND SPLASH COUNTERTOP AND SPLASH 503)244-0552 JOIST AS REQ'D. SELECTED BY TENANT) -GYPSUM 0 BE MULLION YPSUM BOARD SOFFIT YPSUM BOARD SOFFIT [�1 (1) #14 SCREW /Z /12 WIRE TO TOP TRACK AT "�"' ----------GYPSUM BOARD SOFFIT JJJ 1+ 4'-0" O.C. NOTE: PROVIDE 3)i-x25 GA. DIAGONAL N ADJUSTABLE SHELVES I --- ADJUSTABLE SHELVES "' ADJUSTABLE SHELVES KICKER AT 12'-0" O.C. FOR ERECTION (ALT. DIRCCTION); TIGHTEN WIRE AFTER WALL \ \ i -SEALANT TAPE -*� IS PLUMBED n / __— -- -- — -- °p -- — — — — — — 40 SUSPENDED CEILING N - � WASHER 16 GA. -- -- a -'- - �-- - _ - .....- r -" -- x 4" x 3" AT SCREW ;� \ \ ► ALUMINUM BRAKE SHAPE 010 SCREWS -- J CASING BEAD °' 1 -— TO MATCH EXISTING SYSTEM 6" DEEP SINK Q10 a " °D » GYP BD AT EACH SIDE ; --6 DEEP SINK I .r 6 DEEP SINK SECURE TO STUDS WITH TYPE MAXIMUM : MAXIMUM MAXIMUM 'S' SCREWS AT 5"-7" O.C. M - -J - tl INTERIOR OFFICE WALL �1 - -ACCESSIBLE DISHWASHER 3913 'T ----- 3)¢" 25 GA METAL STUDS ppp o o c \ y AT 24' G.C. \ i n e • Z COVE RUBBER BASE \ DOORS ONLY AT ACCESSIBLE DOORS ONLY AT ACCESSIBLE DOORS ONLY AT ACCESSIBLE BOTTOM TRACK TO SLAB WITH SINK; NO BASE OR SHELF; SINK; NO BASE OR SHELF, SINK; NO BASE OR SHELF; O POWDER DRIVEN ANCHORS AT INSULATE HOT AND WASTE INSULATE HOT AND WASTE INSULATE HOT AND WASTE 4'-0" O.C. 2'-6" PIPING; CONTINUE FLOORING 2•-6" PIPING; CONTINUE FLOORING CLEAR MINIMUM AND BASE UNDER SINK AND BASE UNDER SINK dorE. 2'-6" PIPING; CONTINUE FLOORING CLEAR MINIMUM LENGTH OF COFFEE BAR VARIES, CLEAR MINIMUM AND BASE UNDER SINK MINIMUM CLEAR SPACE WIDTH MINIMUM CLEAR SPACE WIDTH T W-0. ALLOWABLE IS 2'-6" ALLOWABLE 1S 2'-6" FIELD VERIFY ALLOWABLE IS 2'-6" SPACE WIDTH H Partitk)n :Hall at Suspended Cei n 2 Coffee Bar Elevation ROOM T107 3 Coffee Bar Elevation at Second Floor 4 T ical First Floor Coffee Bar Elevation s Wall at Mullion TIBIA ° A3 13D '1 -o A3 1/2-=1 -0 A3 1 2 =1 -0 3 �1 -0 ulll0 T30A T3D8 1I , 3'-0" Not REVEAL, P-LAM PLASTIC LAMINATE FACE A� COUNTERTOP AND SPLASH "ABSOLUTE BLACK" STONE LZ-� YPSUM BOARD SOFFIT COJNTERTOP LACK S'JNE COUNTERTOP CONTINUOUS LIGHTING MAPLE •`av APLr VENEER FACE VENEER FABRIC WRAPPED HOMASOTE Owner: PANEL DIVIDER BEYOND - SEE Pacific NW LASFIC LAMINATE COUNERTOP ELEVATIONS /' �" Properties 6 AND FACE WORK SURFACE, P-LAM �. A go DIVIDERS - VERIFY — N LOCATION AND NUMBER WITH t L TENANT N `n 0 6" iml vi I I FACE, P-LAM 9665 SW Allen Blvd.-Ste. 115 Beaverton,Oregon 97005 MAPLE PENCIL DRAWER WHERE _ , s VENEE REQUIRED - SEE ELEVATIONS. PROVIDE SOLID FACE WHERE NO �.. � DRAWER _o I N I -- N Project: Tenant I N END PANEL BEYOND NOTE: AD)USTA.)LE SHELVES Improvements P-LAM VERIFY LENGTH OF CASEWORK � 72nd Avenue ra Reception Desk Elevation Reception tion Counter Section 8 Work Room Casework 43 112--l'-O' _ Office Building 19a2 A3 19c3b -1,-° A3 rsoc 1 -0 sw 72nd Ave. Tigard,Oregon Door Schedule Door Schedule (CONT-0.) Door Types MARK NOMINAL SIZE FRAME DOOR HARDWARE REMARKS MARK WIDTH SIZE FRAME DOOR HARDWARE REMARKS WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP T100 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 F101 3'-0" 8'-0" 1-3/4' MTL FF Sc S7' A 4 T101 3'-0" 8'-0" 1-3 4 MTL FF SC ST A 4 F102 3'-0" 8'-0" 1-3 4 MTL FF Sc ST A 4 Lj T102 3'-0" 8'--0" 1-3/4 MTL FF SC ST A 4 F1G3 3'-0" 8'-0" 1-3 4 MTL FF SC ST A 4 Q / \ Sheet Title T104 3'-0" 8'-0" 1-314" MTL FF SC ST A 4 � F104 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 T105 3'-0" 8'-0" 1-314 MTL FF SC ST A 4 F105 3'-0" 8'-0" 1-3/4" MTL FF Sc ST A 4 / Details T106 3'-0" 8'-0" 11-314" MTL FF SC ST A 4 F106 3'-0" 8'-0" 1-3 4 MTL FF SC ST A 1 DOOR SKIN NIL FINISH PER SHELL SPEC. T107 3'-0" 8'-0" 11-314' MTL FF SC ST A 4 [� )¢" FRAMELESS T108 3'-0" 8'-0" 11-3/4" MTL FF Sc ST A 4 TEMPERED GLASS T109 3'-0" 8'-0" 11-3/4 MTL FF Sc ST_ A 4 \ � \ DOORS Till 3'-0" 8'-0" 11-3/4" MTL FF Sc ST A 4 T112 3'-0" 8'-0" 1-3/4* MTL FF SC ST A 4 1.FGENQ T113 3'-0" 8'-0" 1-3 4 MTL FF SC ST A 4 FF FACTORY FINISH T114 3'-0" 8'-U" 1-3/4- MTL FF SC ST A 4 MTL METAL T115 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 1 DOOR SKIN NIC FINISH PER SHELL SPEC. SC SOLID CORE, BIRCH SKIN WITH MAPLE FINISH, TYPICAL UNLESS NOTED OTHERWISE 0 T116 3'-0" 8'-0" 1-3 4 MTL FF SC ST A 4 ST STAIN 3' x 8' SC 6' x 8' SC T117 3'-0" 8'-0" 1-3Z4- MTL FF SC ST A 4 A Q B 0 T118 3'-0" 8'-0" 1-3/4- MTL FF SC ST A 4 T119 3'-0" 8'-0" 1-3 4 MTL _ FF SC ST A 4 Hardware Groups T120 3'--O" 8'-0" 1-3/4" MTL FF SC ST A 1 DOOR _''CIN do FINISH PER SHELL SPEC. T121 3'-0" 8'-0" 1-314- MTL FF SC ST A 4 T122 3'-0" F3'-0" 1-314" MTL FF Sc ST A 4 _ Quantity Item Manufacturer Number ^ T123 3'-0" 8'-0" 1-3 4 MTL FF Sc ST A 1 DOOR SKIN dr FINISH PER SHELL SPEC. Q T124 3'-0" 8'-0" 1-314" MTL FF Sc ST A 4 T125 3'-o" 8'-0" 1-314" MTL FF SC ST A 4 Group 1 Revisions:- T126 evisions: T126 3-0" 8'-0" 1-3/4" MTL FF SC ST A 4 • 1. 21 July 2000 127 3'-0" 8'-0" 1-3/4n MTL FF SC ST A 4 2 pr butts Stanley FB8179 4112 x 41/2 Addenda 1 2. 27 July 2000 T129 3'-0" 8'-0" 1-3144 MTL FF' Sc ST A 4 1 lockset Schlage SPARTA D53PD Addenda 2 , T130 3'-0" 8'-0" 1-314" MTL FF SC ST A 4 1 closer L,CN 4110H 3. 1 August 2000 T131 3-O" 8'-0" 1--3 4 MTL FF SC ST A 4 1 stop Ives 404 Addenda 3 T132 3'-J" 8'-0" 1-314' MTL FF SC ST A 3 ] set Basketing Pemlco S88 T133 3'-0" 8'-0" 1-3 4 MTL FF SC ST A 3 4. S3 modifications T201 6'--0" 8'-0" 1-3/4- MTL FF SC ST B 2 T202 3'-0" 8'-0" 1-314" MTL FF Sc ST A 4 (yup 2 T204 3'-0" 8'-0" 1-314" MTL FF SC ST A 4 T205 3'-0" 8'-0" -1-314" MTL FF SC ST A 4 Door hardware by Door Supplier T206 3'-0" 8'-0" 1-314" MTL FF SC ST A 4 T207 3'-O" 8'-0" 1-314- MTL FF SC ST A 4 ---up 3 MILDREN DESIGN GROUP, P.C. 2000, ALL T2 8 3'-0 8-0 1-3 4 MTL FF SC ST A 4 RIGHTS RESERVED T209 3'-0" 8'-0" 1-314" MTL FF SC ST A 4 », 2 pr butts Stanley FBB 179 4-1/2 x 4-1/2 THM aa1MNa1a1 AM nR Pal M I V OF T210 3'-0" 8'-0" 1-3 4 MTL FF Sc S7 A f DOOR SKIN NZ FINISH PER SHELL SPEC. t aAaDlRll OL>ll�l dR01� '� AM I locked Schlage SPARTA D40S nor ro air:ullm aR NO ANY TZ11 3'-0 8-0 1-3 4 M1'L FF SC S7 A � 4 a�"°1ves 4041a116anaaooEPt rain+ nit Vaal wRl�« T212 3'-0" 8'-0* 1-314" MTL FF SC ST A 4 1 ] Stop1 Q►MIORFN OEN011 OR".P.C. T214 3'-0" 8'-D" 1-314- MTL FF SC ST A 4 T215 3'-0" 8'-O" 1-314" MTL FF SC ST A 4 Dai 24 October 2000 T216 3'-0" 8'-0" 1-3 4 MTL FF SC ST A 4 4 Dravv><,by: Checked by: T217 3'-0" 8'-0" 11-3/4 MTL FF SC ST A 4 0 ,• T219 3'-0" 8'-0" 1-3 4 MTL FF SC ST A 4 2 pr butts Stanley FBB179 4-1/2 x 4-1/2 BK WEM 1 latched Sctdage SPARTA D 103 Job Number. 99095.01 S 1 stop Ives 404 Sheet 13M9W VW Aa. of: ,� .. -.. .,. .. .... • _ ,. �.: _ ., .... ... ... ... ... ..... ..•„ ...a•�,s eu^twvs'iMIRkpC9Merara•+wNw,w+.-•tilkn.,:�:R.+u1N�nwxu�siu;�aX�+WiMa., '�'A'.!!1'fo"A!!bm 3101 46 • N w 10 12 r _....,...,.....ww....» »«..�....• .«� .. .. _ :,_ ;.' , _ �', �iY�ttWP+w+i"i+.,.^tIV!'M�► N �Illlbl�lllhfii S '_ 1.rr,�+rrylwekH,r4 r+yyy"p,..,»AMw'.:,.uj.. y't.M+, r♦rynr..�. �,...x+Y 1►'=��rdr.+w.n+..rw.,..nor..waa.H�iW✓6ttYwrh.ir-•' M+�•-,,. ..j�....:wY� .rl...�w..0-... .ra".r........«t w ....,,.. �� ' hyo ,...,..:. .'.rww+...rw,.+Owrlw"wr�w.,.�.o.r.y.,.r,"+...r.w.w.�........u..........,.,....rt-.n.. -.». .+,rs• r.--,n-,w,++.nrrror..w.w•+.....,..,_.,. .,. -e .....an. ,....w«.ww.......,,•..«-.......«,..•...w.•nw.� ,....,,....w...<.•w, S 01 • , k w' Mn +4 p 361 n MILDREN DESIGN GROUP,P.C. ARCHITECTURE - STACE PLANNING r i t 183 SW Kerr Parkww, Suite 325 ULJ I lake Oswego,Oregon 97035 (503)244-0552. — — — — m — — — �D----_____=" �• _---- --- - - --- ----_--__ .►;�. ---------------------------------- I- I I I Afghan Associates, Inc. A _ 93 0 S.W. bu d .. 175 ® ` - ___. -------------- '-—-_--_-- _ - - --- ®_—_ -� 2 Bar f Blvd., �/ Portland Oregon 97219 • - -------------------------------- ------------------------ ---- ------------------------------- f ®----------0------ ----- ----------------------------- ------------ r - ® (503)244-2450 1 r------------------------------------------------------------------- ------....---------------=-------� ' 1 ' I ( l_ - - - __-- -- _ - 1 I I FINIS EL. OR BELOW FINISH FLOOR V-O BELOW FINISH FLOOR 1 G?M?b•, M TIT.AT NOW I I AN T.O 1 ' I I I 1 • I _ F EL 7'-0" BELOW i_-_-.. .____ FINISH FLOOR I I v ell T51ftift L" --_-_-__-. ---- -----� ! ---- ---- r------------ �- �; 10 i— I -___ = --- _-.-_-- A Ii I--- . _ t 4 ----------- a i L_ _ _ _ i I ! 1 I 1 i i ICan �- ! 1 __ ?x10., C n ` - - 1 I I I 4 - - --- 4 I TIT. A------------� _--_-----`•- TIT. A .-. _S^1_-- ----� - A ! ' ! -` + �W17,I�� --------�.1^1 ----------� A --------- A -•� T -� • �Ft.E 14'-0- BELOW '1 � -�- TiO.F EL. t'-0' ELOW � � 1 1 i FINISH F OR 3 FINISH F O 7YP. U.N.Q. I MAtOIOMfp 1 ! I •ALL POW AT In ALL a AT I _ _ u TYr• TIT.AT pOTT Oil• 1 1 1 0 1 ! /�1/ 3XVATIQI 1 ! Owner: C C ® Pacific NW ' I Properties 1 I I ! � I I ! 1 1 I I I I I I ' 1 I , ! 1 9965 S.W. Allen Blvd.Suite 115 I I L If T.O.F. EL. 3'-2' BELOW T.O.F. EL 6'-4' BELOW r O.F. EL S'-4- BELOW t OF Et._3'-2" CiE_I OW I � • � 1 � ( Beaverton,Oregon 97005 , 1 I I FINISH FLOOR FINISH FLOOR 5 FINISH FLOOR FINISH FLOOR I f 1 I 1 B i 51W FOOTING TIT. STEP FOOTING { STEP FOOTING M. I �-STEP FOOTMG 1 I LL---~------------------------- ---------------------------- ------------ ------------- F •-------- ------------ ! - - -- - --------- ----------------------- --------- --------------------- ------------------------- A- ------- --------^-------------� 1 1 1 FL--------------- ------------------ ------------------------------- ---------------__------------ II ---- --- TIT. ! - -------- - -- - - - - - - - - - - -- y F r- /1 110 ! I 1 ! ! __-------- --- SH FLOOR ® �/ w D .,� -,._ --_------_- __ ---------------------- - 6 �-- _-------- -- ------------------ - 4�`�. +~ - -- - -- = + _ © li _ y, �=' T OF EL ,-D eElow 7n __-- ® ��eusH�LnnR _ ojer B —^`--___.. ------- _ _--�r-_.________---_--_'------ ------_ ----- -1- --- - - O 72nd Avenue `� 4y, B ® WE SITE PLANS FOR RETAINING --------- I 1►+� '--I I WALL LOCATION Ato ExTENr of f ice p ...____ -- I mss: Building 0&!5!�ATOI PLAN e�� SCALE:MI" • I'-o" 1. CONCRETE CLOSURE STRIP,SLAB REIPPORCING CONTINUOU5 THROWS14 JOINT. ?. 5"C WNC 5LAB ON GRADE W/04.2'-0"OC.EACH WAY OVER 13535 S.W. 72nd Avenue b"CRI"D ROCK BASE COURSE. Tigard Oregon 3. 2'-0"S6>urN 13LOCKOUT TYPICAL AT BLAB JOINT NrE1P5ECr0* 4. ?'-0'V ROUND IBLOCKOUT TYPICAL WHERE SLAB JOINTS DO CORAL NOTES NOT INTERSECT. MIAL IIIL�ECT(M( IM � SFS Q�PAlil'IIdGS 5. CONSTRICTION JOINT. SEE DETAIL 1/84.1 i. SAW CUT CONTROL.JOINT. SEE DETAIL 3/84.1 OREGON STRUCTURAL SPECIALTY CODE, 1998 EDITION E, VISUAL INSPECTION OF ALL STRUCTURAL MELDING, EXCEPT MELDING DONE IN AN 1: SEE GEOTECHNICAL REPORT REGARDING FdJ0TION AND I. WIDE FLANGE MEMBERS TO LWFORM WITH ASTM A572, Fy=50 ksi. SUBMIT SHOP OPAWINGS TO A/E FOR APPROVAL PRIOR TO FABRICATION Sheet Title: j APPROVED FABRICATOR'S SHOP (USC 1701,7). TYPE OF INSPECTION 1S TO BE AS RW-GRADE PREPARATION 2. TUBE STEEL TO IOYFOl4/A'WITH,:qrd A500, Fy=46 ks i• FOR THE FOLLOWING ITEMS: ,. ?NICKEN SLAB TO 8'kl'-b"8WARE WITH(2),040-0"EA WAY. � FOLLOWS: 2, BOTTOM OF FOOTINGS TO BE A MINIMI 7 18' BELOW FINISHED J. MISCEtLAEOUS STRUCTURAL STEEL TO C9VFMU WI TH AS'TAI A36, B. T53x3x STAIR COl.td1N Foundation ROOF DEAD LOW 15 PSF - SINGLE PASS FILLET WELDS <= 5/16 PERIODIC GUM, FyI Arai, UNLESS NOTED OTHERWISE. 1, CONCRETE MIX DESIGN, 90 LOAD 25 PSF + DRIFT - FILLET WELDS > 5/16' CONTIMIOUS 4, PIPE COLUMNS TO CO OW WITH ASTM A5J, GRADE 8. 2. CONCRETE REINFORCING, Plan FLOOR LOAD 100 LL - PARTIAL AND COMPLETE PENETRATION WELDS CONTINUOUS 5. BOLTS TO CONFORM WITH ASTM A325 MESS NOTED AS A307, A325Z J. EW.DDED STEEL ITEMS. - ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING TO HAVE SNAP-OFF SPLINES OR TENSION INDICATING WASHERS. 4. STRUCTURAL STEEL. : SEISMIC ZONE 3 ANOTHER APPROVED METHOD: I MIND 80 MPH EXPOSURE B 1, MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 6, STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS WITH OVERSIZED, 5, ROOF JOISTS AND GIRDERS, �� SLABIECEN OR MENM -3000 PSI TYPICAL, OR SLOTTED HOLES. 6. FLOOR Aho �DECK. Tor Tao CF F01 rws 6 SOIL �ARIhG 2500 PSF ALLOWABLE F. PERIODIC INSPECTION OF HIGH STRENGTH BOLI"S. VERIFY TENSION OF ALL SLIP -3500 PSI SLAB ON GRADE AND TILT PANELS U.N,O., 7: WELD STUDS 10 CONFOIRM WITH ASTM A108. PIECES SHALL BE 7, EXPANSION ANCHORS, f-�• T �a,q CRITICAL BOLTS PER AN RISC APPROVED METHOD, AUTONTICALCY END RELOED WITH MANUFACTURERS APPROVED G. PERIODIC TESTING OF EAKODEO STEEL PLATES A WELDING OF ANCHORS 6 STUDS, 2, MAXIMUM SLUMP 3' PLUS OR MINUS I'. EQUIPMENT, DO NOT PAINT AREAS RECEIVING WELD STUDS. I. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS J. MINIMUM CEMENT CONTENT 517 tbs. PER PARC 3000, 564 Abs. PER YARD M. B. WELDING TO BE PERFORMED BY CERTIFIED WELDERS USING E70XX NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 2, THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER, MAXIMUM 10 PERCENT FLYASH CONTENT IN CEMENT. ALL MIXES CONTAINING ELECTRODES IN ACCORDANCE WITH AWS STANDARDS, MINIMI WELD III ►a ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL AS EACH FLYASH OR LESS THAN MINI"SPECIFIED CEMENT CONTENT TO BE SUM TTEO 3/16' FILLET UNLESS NOTED OTHERWISE. CRY PREQUAL IFIED � 2. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE TEST IS COMPLETED, WITH SUBSTANTIATING TEST DATA IN CONFORMANCE WITH ACI PROCEDURE'S. MELDING PROCEDURES SHALL BE USED. DO NOT PAINT AREAS TO STRUCTURE DURING CONSTRUCTION• THE STRUCTURE AS SHOWN ON PROVIDE SX AIR ENTRAINrENT AT TILT PANELS AND FLAT SURFACES EXPOSED BE MELOEO. S THE DRAWINGS HAS ONLY BEEN DESIGNED FOR STABILITY UNDER THE 3, PERIODIC SPECIAL INSPECTIONS MEANS THAT THE SPECIAL INSPECTOR IS ON SITE TO WEATHER, AID CALCIUM CHLORIDE. SUINNT MIX DESIGN 14 DAYS PRIOR TO 8, ALL STEEL TO HAVE SHOP COAT EXCEPT AREAS TO RECEIVE WELDING, COMPLETED CONDITION. AT THE TIME INTERVALS NECESSARY To CONFIRM THAT ALL WORT( REQUIRING SPECIAL PLACING CONCRETE. MELD STUDS OR A325SC BOLTS, INSPECTION IS IN COMPLIANCE. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE 4. MINIMUM CONCRETE COVER: 10. STEEL FABRICATOR TO SUBVIT SHOD DRAWINGS TO Alf H-OR REVIEW Revisions J. CONTRACTOR SHALL COORDINATE SEISMIC BRACING FOR MECHANICAL AND SPECIAL INSPECTOR IS ON SITE Al ALL TIMES OBSERVING THE NARK REQUIRING -CAST AGAINST EARTH...................................3' CLEAR, PRIOR TO FABRICATION, ELECTRICAL fQUII'MENT AND PIPING WITH THE STRUCiIURE, COIiIIECTION SPECIAL INSPECTION (UBC 1701.6.1) -CAST AGAINST FORMS AND FXPOSEO TO EARTH„.•.,•..,..,.2' CLEAR, 11, STEEL .ROOF DECK TO Of 20 CAGE TYPE N CONFORMING WITH ASTM A446 QI Revsion 7-18-2000 TO THE STRUCTURE SHALL CONI'M TO SHEET METAL AND AIR CONDITIONING 4' ' MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY -EXPOSED TO WEATHER...•,.,•..•,•,,,►-1/2' CLEAR(I' AT PRECAST), UNLESS NOTED OTHERWISE. (4) 1/2' DIAMETER PUDDLE WELDS l0 ALL CONTRACTORS NATIONAL ASSOCIATION (SMNCNA), OR AS DETAILED ON Of BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER: -WT EXPOSED TO EARTH OR WEATHHER„ ,,,,,,,,,,,,,,,,,,3/4' CLEAR, SU'PMTS PERPENDICULAR TO DECK AND 12' OC PARALLEL TO DECK, 5. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED 5, PLACING TOLERANCE: BUTTON PUNCH SEAMS AT 12' O.C, UNLESS NOTED OTHERWISE. LAP F�Y� MECHANICAL ENIOIVEERS DRAWINGS DESIGNED AND STAMPED BY A REGISTERED ENGINEER LICENSED IN THE STATE O' OREGON. CLa<POEWTS, -PLUS OR MINUS 1/4' TYPICAL ENDS 2' MINIMA OVER SUPPORTS. INSTALL SIEARTRANZ AT LOCATIONS LENGTH WID��pTH DEPTH LONGITUDINAL- TRANSVEIM',E TYI� "L” I "D" REINFORCING REINh's'!,'AVG REMARKS 6, INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS THE ANTERIAL -PLUS tX7 MINUS I/2' FOR TOP BARS IN AEMM9ERS MORE THAN 8' INDICATED. MINIMI 3 SPAN CONTINUOUS, d � USED IF THE CONSTRUCTION TOOK PLACE ON SITE. CONTINXXIS INSPECTION WILL NOT THICK 12, STEEL FLOOR DECK TO BE 20 GAGE TYPE 3W CONFORMING WITH ASTM A446 A b'-b" 5'-G" I'-d" ll0T�x9'-0" (10)%x9'-0" -HE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE -MINI" J/4' CLEAR BETWEEN BARS UNLESS NOTED OTHERWISE: (4) 1/2" DIAMETER PAROLE WELDS TO ALL p CQ,jT 3'{" P-8" l�)Mr CONT,At TOP R4 �!'-3"OC. I. THL' REQUIRED SPECIAL INSPECTIONS SIb L BE PERFORMED BY AN INDEPENDENT CONSTRUCTION AND FURNISHES EVIDENCE' OF COWLIANICE, 6. REINFORCING STEEL: SUPPORTS PERPENDICULAR TO DECK AND 11' OC PARALLEL TO DEC(. ( )Ar CONT.Al TOP TOP/BOT• -#FORIIEO BARS ASTM A615, GRADE 60, BUTTON H�I,IVCH SEAMS AT I2' O.C. UNLESS NOTED OTHERWISE. LM SPECIAL INSPECTOR PER SECTION I10I.1 ff TIE 1997 UNIFORM BUILDING CODE C (URC) AND THE 1898 OREGON SPECIALTY CODE OSSC FOR S1AICilI�ILL f fi/Aildll -WIELDED BARS ASTM A706, EARS 2' MINIMI*OVER SUPPORTS. MINIAN 3 SPAN aWTIN Ut4US. ?-O 5M DETAIL 0/64J FOR MW0N0G W WOR'IAT04 ( THE FOLLOWING 1 TEAS: I, L J OPEN NES STEEL TRUSSES TO BE BY VUILNIAFT CORPORATION OR Sit � �� SIE DED WIRE FABRIC A STM A f 85, D 4-0 4-0 1, STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD OR HIS REPRESENTATIVE 7, ALL HOOKS TO BE IN ACCORDANCE' WITH ACI 318, ONPTER 7, EQUIVALENT APPROVED BY ENGINEER PRIOR TO BID ACCEPTANCE, A. CONTINUOUS DURIOD THE TRYING Cr F REINFORCING, SPECIMENS AND FIWORC A SHALL BE REQUIRED AT THE FOLLOWING STAGES DURING CONSTRUCTION: 6, ALL SPLICES TO BE IN ACCORDANCE WITH AGI JAS, CHAPTER 12, SIMIT SHOP DRAWINGS AND CALCULATIONS STAMPED BY ENGINEER LICENSED AFGHAN ASSOCIATES INC.. soon ALL CONCRETE. PERIOTIC INSPECTION OF REINFORCING, VERIFY NREINFORICING SIZE, A. PRIOR T THE 0 HHL INS A 1 L LA T I ON OF ROOF I NIG MN TER I I T TA NT AL CLASS N IE STATE Of OREGON RISTs RESERVED PLACEMENT, A B UNLESS *NOTED OTHERWISE,IERWISE. C' B. PRI r PRIOR o Nr PLACEME OF CONCRETE ON FLOOR DECKS. 14, FABRICATION IG AND ERECTION SHALL BE IN ACCODAINCE WITH RISC THESE ORA/INCAS ARE R B. OOITINIOIRS MING THE INSTALLATION Of ANCHOR BOLTS: INSPECT SIZE Of S 9, EXPANSION ANCHORS TO BE ITW RAMISEU OR EWIWALENf APPROVED BY THE PROPE iY DI AFGHAN ASSOCIATE I ' C. PRIOR 10 PLACEMENT S NC. AND R No* 'l SPECIFICATIONS: TO BE USED OR REPRODUCED IN AN*" OF CONCRETE FOR TILT PANELS. ENGINEER PRICK 1O INSTALLATION: TANNER, ExcEPT WITH THE PRIOR IIRnrFN BOAT, LENGTH, HOOK, AND TIE SPACING, PER�IssION of TILORFN DEsnN aaoup, a-c. C. CONTINUOUS OIXRIhC THE INSTALLATION OF All ADHESIVE ANCHORS; Z' SHALL NOTIFY THE ENGINEER OF RECORD Al LEAST 48 HOURS IN I INSPECT HOLE SIZE, DEPTH, CLEANLINESS, AD INSTALLATION PER IC80 REPORT, ADVANCE OF COMPLETION O' THE STAGE REQUIRING SITE OBSERVATION, Date: 6/27/QQ D. CONTINUOUS DURING THE INSTALLATION O' NOTED EXPANSION ANCHORS: J, IF AOOITIOWL SITE VISITS OR DESIGN WOR( IS REQUIRED 6Y THE ENGINEER BECAUSE OF INOWLE rE OR UNACCEPTABLE MURK, THE EMG INSPECT HOLT SIZE WEER SHALL BE Illi , DEPTH, CLEANLINESS, AND INSTALLATION PER ICBG REPORT, REIMBURSED FOR ALL TIME AND EXPENSES INVOLVED: Drawn by: Checked b� h F. CLC/VL:C Job Number. 9^095 IMIOW7�• Sheet or. not M Construction set - A S2. 1 � August, 2004 .:� . - , -N 01 '� ,� ^ ° _ - M,?4. 1."I!rif 4j09i �i';1JS'::. w:o. .x.�.na+-.....-... AAI 1,�, ,r��cry s .- { SIM v-••- .,- W � ..rr!+ ✓•,,�i�•o4rY ....u�+wr M. vrlyn dr:,:',r`�. v.. e • � IO 12 14 � 16 p - � it I };SSSS, i K,,.�., �, -fl{LII Illlillilllllll IIIIIII�IIIIIII IIIIIIIIIIIIIII VIII VIII I i ! I:, .t OW ,F.y, � I I I IIIIII�IIIIIIII I11111iIIIIIIII IIIIlUl1111111 1111111111 ,;,M .. .-. - _ ..•-.F-,. .. .—..-.-,..--.,..«._... .�.•s. M1 ,MI( ,.gkhNplyl,M•w..rMrk: ..� Pik �, _. „r a ,'eCnPWII�yMF'°"� "WMMw!<. .,...«l+.M .,. - ..,.-,..a+.w,..•.:.:.e.+:•�..r.Err.wtw.w.,�mr. ..._...,-...«r'-.,.w,�,..ww.,s++.w.w-..d,..y,,...�w....•..,... _ „ • ~ _. '.•�+_ � - .. .. - .._ .. ,»...�.-.- _..............+.n.,r,..,.u,.ae.a.+w 'i�� i I"ti n Y. 1�ify I � D 4 i • 1 i ' 10 _ 2441-01 34-4411 MILDREN DESIGN GROUP,PC-. h 20 GAGE TYPE ARCIMLIU M - lQlAC'E PLANNING 'N"DECK 11630 SW Kerr Parkway,Suite 325 I I I I I I Lake Oswego,Oregon 97035 (503)244.0552 Afghan Associates, Inc. 9320 S.W. Barbur Blvd.,Ste. 175 I I I I I I I I Portland Oregon 97219 (503)244-2450 I I � , 4YG N22K �* 3 c - � 12.x �.x 1.5K L&K —__ _ - _^-_._ 'LytC W*dII into •.OK 4 u 10 UKX:I ' 10 34vG4N4iiK 34 - - _ I6 34 34VG444 *K -L— ` U 3• - - 3_ fcTj 3)Ea&-AGFA (2)FA &PACES (3)EGL$PACO 0 � — (3)Ea SPACES (2)EGL SPACES f 31 EGL SPACES ^_ E E _ _ vt3ox I _ M' - --� E Owner: (3)EQ8PACU 74•W Pacif is NW Properties 5 " _ � CONG81.AQ01RR20dP 9965 S.W. Allen Blvd.Suite 115 TYPE 3111� �DEtC Beaverton,Oregon 97005 Project- 72nd Avenue K 20 Of f ice T1T. Building QRVIED U22x19 20 GAGE TYPE N, pEpG 13535 S.W.72nd Avenue Tigard,Oregon 1 BECGND FLOOR FR14M�IG PLAtd Z ecAt� w" , I'-a" t�ottm+ KEYWM&. STML JOISTS AND GIMM Sheet Title: L %"#a"WELD STUD&•Q"OG.TO NUDE FLANGE L WRA CONCEWRATED LOADS ON TRU&&GIRDERS ARE INDICATED A&/-,•KIP&. LOADS ARE TO REPLACE eAA&IC LOADS. SecondFloor L TOP OF tllEiAM AT WITTOM GR DECK L VEEL JOWT5 WARMS e'AT WALL 15E V NIGH TYPICAL. F ram i ng Plan '< PEDDLE WELD DECK t0 LEDGER•9"OE. 3. STEEL JOISTS TOP NORD AW eF-4RWj SEATS&HALL N DESIGNED FOR WC AXIAL nM" OR COPPPESSION LOAD 019 fO 00 OR&EI&I'1r- LOAD COM!lMATIONS PER UEIL. 4. ALL JOISTS*0 GIRDER&SHALL BE CAPABLE OF SUPPORTMG A 250 LB.PONT LOAD ALONG TIE TOP GNORD AND A SO LBS-DMT LOAD ANYM*ft ALONG TW BOTTOM CWM N COMONATION WITH THE OEM LOAN 640A ON T14E PLAN AND N I amm NOTE&. �- W611 f 3)b S. DEWIN JOIST FOR MAXMJM W410 TOTAL LOAD AUCTION 1 OW LIVE LOAD DEFLECTu7K ® •GA TYPE 12 MM (2)w TYF! CECK omwa (2)% •3"OC. Revisions: 1'YP.OND, QI Revsion 7-18-2000 1 TYP- (2) TO Elm OF WALL I u0A iRAr IYYpM, (2) N OF � t BUILpMG AFlWAN ASSOCIATE , INC.. X000, ALL (D)b RIOHTS RlEERVEDNa� THESE ORAINDS ARE THE PROPERTY OF AFGHAN ASSOCIATES. INC., AND ARE NOT TO K USED OR REPROOUCEO IN ANY MANNER, EXCEPT NITH THE PRIOR WRIT,FN PERMISSION OF MRDREN DESIGN GROUP, Pr Date: 6/27/00 2 FLWR 1IRSW'OMMI FLM Drawn by: Checked by: nom CLC ICAL&KTA CLC/VLC A i Job Number: 99095 I� ' ,280044 "V` Sheet of: eurzreoo•ooia S4 Of Io Construction Set - August, 2000 S2.2 -\I Job Numbm ... •... •••• i . 1pVJU00•Nl4k'A1+PB/MgMf 1s'1 W 2 4 * 4 s_R.�. sr u;rsa'-:o•+sWs ,74 uyxL6 n ai' * to12 14 18 '' ) �+LIIII lltl li�llli"!� X11111 11lIIlIII I , �� _,,, ' Il III 111111! 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EL. 25'-0 M1 I Q SAN I . 4 4 � gg r of b'•2" 10'-b" 15'-7" T.211 10141 W-211 61 � a 1j0 It A SII EXiw1Es: f!/!�/01, i '-IIsi" Tn yr&k, -- C WMtIpHowls � 1` i `'. •'' .R' �. �• is o reiul4 0 34vaoftiC a. _ D 4 n 3 B.D.D. EL. �• 3 nr. c (3)E4 SPAM E E – E Owner: i Pacif is NW � •111`1: Properties 9965 S.W.Allen Blvd.Suite 115 Beaverton,Oregon 97105 J 4 � 4 B•O.D. EL. 2W-0` 9.0.0. EL. 20_•0• Pro)ect: D.D. El. 20'-0' B.O.D. EL. 2W'-0` - - - - - - - - - - - - - — - - - - - - 72nd Avenue 9•0,0. EL. 29'.1 \18-0-D, EL 29'-1 1/4" Office Building �ic8: 06T 4M DIA980 S1EEL JOISTS AND Cs 13535 S.W.72nd Avenue Tigard,Oregon L bi'F,�4R'IRANZ 1FNb LOCAtION RLL DEI'rI'I OF DtJII.DNCx L EXtRA QONtMITRAIED LAAOb ON 11rNb allttgiM ARE NDKAIED A6 •fCA•6. g eg D LO11D6 AN to POU12 RMC 1.0"ROM � 7. 163x7o1e►1�CONT. FRAM �.� 6.8K DL 7. 6TffL JM16 WAIM!TEAT SA&L BE S"MI6M TTP'IC - 2 -- 3. u wn ADDITIONAL LOAD GN GIRl7ER tSELOW ME3EIANIC+II-wlT. 751 MY 5L M PLF 8L A, VW Jolitb IOU BE MOW FOR 60 plr INET U'LFT LOAD. CvMDEM&ALL eE MOW 4. BOOP Jo18T CONTNM MM CoCIE M R1?'rURN To I,OR 770 pr w ror LOAD. GRID d OR P" t'l F DL t'H MY 6L 751 PILE 6L 4. 61EEL J01616 TOP CMM AD BEAM*AM SIALL BE DEWOM FM 17K d. CM1 l9UZ"At dRDEM ON GRID o. t54 PLF DL M&"N"OR C@6 Wwm LMno TO 00 OR 8EI6MIG LGM Sheet Title cam"TIOM6 P9t M $b'•10" 4'4" 1Y-5" L AT PAM"LP TO 3'-a'!'H!'9VCULAR To"07 AM TME WW" OW LOAD, I Roof Framing 41— L =Ipat.rAW Plan D 4-4- 6.1K DL M F'i"F 6L AT PARAPM om 3'4r PNIPmIOYm TO-am, ADD FOU.G1m&ww DIMR wAD, I 240 PLP 6L 30 pet,DRFT r6=PLP OL 164 PLF 6L 740 MY 6L Wb MY OL L i. JOI6T 6EAT6 TO BE ELOPED OY JOIST 6U°PI.ER.A6 RE4tiJIRED t0 MA1CN I10PE OF ROOF AND ODTAN MOW GEARING Al ALL C=ft** Revisions: I D 'L E1 VCM 0MOST M4M to IN OMM DY JOIST WIFLOt FOR ADEQIACY OP 6tIPPORT To F4W 8TRI "W,N, MNG IMLFT FORM I Revsion 7-18-2000 0 ALL X*Tb AD Gf1l M IK"t6E WA15LE OF&j9PORTNG A 750 LGL FONT LOAD �5 Revslon 10-25-2000 154 FLF IL M FLF IL ANYW4h1E AL26 M Top CW=AD A 760 LQ POW LOAD A4YWWM&AM 1FE D01'TOM CII=N MtOWTION WRN TME DE6KN LOAN 614MN ON M PLAN AND N _ 751 PLF 6L OTHat N' 54 PLF DL S MM JOIST FOR MAMM N140 TOTAL LOAD DERICTION 1 tft*LIVE LOAD DERE ICK L — LgIm% TOP EEA?a"*•t="OG• D B.O.D. 0011o't CIF HOOF DECKWS i.aL oL 3"MY 6L � VEW U14 MECKW.AL W COMMACTOR MF AN ASSOCIATE . INC.. 7AOO, ALL RIGHTS RESERVED4 740 KF SL -- THESE ORAWN+OS ARE THE PROPERTY OF w MP6L AFMAN AS50CIATES, MIC., ANO ARE NOT To SE USED GR REPRGDUCEO IN ANr 470 FLP OL 740 PLP 6L MANNER. EXCEPT WITH THE PRIOR WRITTEN :s Nb FLP OL PERMISSION OF IMLOREN DESIGN QROUM. PC. �4-40-j WA 01 Date} 6/27/00 L Drawn by: Checked by: CLC/VLC Job Number: 99095 13535 SW 72nd AVG. Sheet of: 9UP2000.00M 35 of 40 Construction Set - August, S2.3 AAI Job Number RAO 10 12 16 1 •,. N • + r IIiIIIIIIIIiI!III�IIJIiII 111111111111111.111111111(I I SII' "� �` ��` • '�� ,.; Ie � � �� w ' 1111111111 1111111 IIJ,� ,., ,, 111�III•IIIIII IIIIIIillllilil IIIIIII�I1111 I I I I • x� �r- �. I! !1111 l�II!!!!! !!IIlIlIlllllll IIIIIIIIilIIII! !IlIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII Bu <ud Irril r.�nebifiilneln Iln ,oII�IH du ur � ,,,;� ,C I � 41 I �Ir � r' !!i1�1 LOAN L �' I def Imd► i rmlur I ardll�i rnd mbr r red! i nul+ ad aelilri mule r unhB a well a 11AI 11111 O •.. ,.a^'-.r-wn./.++++n+-Y--•C w..M.R'1R�•,•.w+:-.M .�. o•—A-"r`0..+w•wI..V.....Z..—e.wi•-+..M.a� +�••.•�r�..—..s-.w.r...».f ..._n .t' .w......ti .....wrr.,�.rli.+r-4.t•.rW'1.f!/•.IMYRr.+ r -- • • — MM.qcl�nY-...4.N.u.••.tr�rwere••-. ..rO.ta.�. �w� �y � • r n .. -• . YS N'+I /MM... t .. .IrW+..I.�..•L9b•R^fNM.OY...T(Y .•t 4.+,YM'a ...•-M,+411.. wr++tr.YtlnYwnntai.OgYM..vs»..� - • .ww.......,Rr.a.. r ,+w..•.+�n...rw+.....,...-.w�..v» , y..w. -a "4�..',•w.a :. ., .. ,.«.•..ww»....w.wJir.,w.�.+s...•,w...,.n".r..,-r.,e.v.•.•...�..un..r.�._ s. ir:.. 1 .µ i�r•' i 't. a KEY im: l (2)s FILL HElowT 0><WDTN M ILDREN DESIGN GRoup,P.C. I I I I , _. (f)%AT ALL PI mcds AI Ommm TYPICAL.uw. ARCHMIL FURF - 9PAC8 K ANNING � I I I ++ I I I PAM 11)S 2'- "BE'QV`114 EM OP A MOW ® �] ® I � f I [30] f � �] I OD ® I [� 11N11830 5W Kerr Parkway,Suite 325 � ra•6000 P+I I 3. 0•r-0"0iC.EACN WAY AT COM OF YIALL Lake Oswego Oregon 97035 i 1 4: (4)16 EAW FACE WMILLY 111PACED(6 TOTAL) Afghan Associates, llw. )k (5)%FACW FAZE=4UT MACK,(10 TCQAL) 9320 S.W.Bartx►r Blvd,Ste. 175 ` 6>g FVIf1R1.1 is Pi1NEL I •r w. •r ar. ` 1 � b 6 I � 6 WE PANEL A SOPANEL 1 IEE PANEL 1 SEE PANEL 1 A. (2)16 EACH FACE FAIALLY 6PACEp(4 TOTAL) Portland(503)02�450 219 1 (4)16 AJTtSOIh,(1) AND(3)IN 6ltiDEPIP pq • l rQJtL ELEVATtONW DEPICT 1E100WA6 FOR tYFI" 3 PARI TYF'6a 61IA11T 6HOP DRAWW FOR ALL PAWAA NDICA96 REMOICQ'M NOTED ON PLANS,ELEVATIONb,AND 6op DETAIL&Ab YELL Ab ANY ADDITIONAL RENFOIC!!M IIEQIIRED FOR LPINS OR 16TAI.LATION, (6)li AND r f. PANED.D119MM M ARE N"A-- COORMATE PAWL I 4 (3)10 Wmz I 612333.617EA OF OF9161I CMI ft"*AL&.AND E4�2 I DRyP6TOP6 WITH AWA PLAN&AND ELEVATION!,. 1�— I 1119!Of LAYM OF 01H ORCNG I6 RECiNRED,PLACE V FN1611 Itr00R VERTICAL NEINP ICID N CWI R OF PANEL UTN — - -- - ^-- -• - _ _ _ _ - - - - - - - - —,-- - --- -- - --- -- - - -- - - -- HOItlT"MAL 6TEEL TaNO OUT"FACE- 7 f 4, ALL FLEW ORM To BE ORAD@ O. 6. TYprk PANEL 67EEL ftm NwltEv OTHERUeEI (1)%BAR AT I'-0"ON CENTER EACH I`am. amm my. ►dOR'�1�ELEVATION t•IlV" b OPEN( ) BARB AT ALL PANEL a S. (21)16%DAM AT A11 PANEL OPEIdNG6, 3. IC" w"•III I=OFOPENM1rJ, Exim RENAORGFrENT?'-O"BEYOND b. UM 11E1 RXIG&W 16 OPECIM N EACH FACE, a PLACE AT 41'CLEAR TO D(IERlONt FACE OF"I AT PANIU IM NO NMAL b. PLACE AT 214"CLEAR TO EIKMWvt FACE OF WALL AT PAli1Lb WTN REVEAL a PLACE AT t"CLEAR TO NINNIXt FACE OP ALL RAI" d ft DETAIL 1111" � r 6 F E D C d A A d G D E F G --, Owner: PANEL PANEL I I �.,, I I i I I PJ�4NEEl. Pacif is NW I "- 76 ` Properties ' ® ® , I am ® r� , b _ _ L----- -----� 3 -----------•--- 6 •r oa. 110 6 IEE PANE.If EEE lam 12 ON PANEL o - - f 1 b •rte b b 996;:S.W. Allen Blvd.Suite 1 i5 Beaverton.Oregon 97005 1 1 I 1 1 1151 3 3 •r t.;, •!'�► } I I Pro jCCt. 1211 A 1 I 72nd Avenue ,,,--F I Off ice Building Jam! L 13535 S.W.72nd Avenue Tigard,Oregon 2 EAST RNA" ELE ATION t• ' 83. 6LALEt w".rr $3. 6rAlb w"'r.o" Sheet Title: Structural E levations = 3 4 6 i 1 6 10 i I I I I • 1 ® I ® I ® , ® ® ®f I m I ® I ® I ra.4000 F61 ( ral 6000 F61 � ra•6000 PSI b 3 b -4-MAI ROOF ELOPE m Raft 1 EEE PANEL 1 b$PANEL anPI6 � (,'� im PANEL i GOPANEL 1 Iff PA4E11 EEE PANEL 1 61� Revisions: 1 Revslon 7-18-2000 x 4 1 r 3 bras r I,I« ro alll (417 6 I b f f PNI6N FLOOR FNIIW FLr00Ram as ,E naa, zom, ALL ItSEM�D�' Mgt ARE M OF ' TO 111$0 OAR /D01>11C�f Jli' MEARTY MI O d/ANK Maanit� NC•, J110 Jtl1E NOT YAMKP tI%"MITI THE PRIOR 9%TTEN PERMISSION OF MLDREN DESIGN OROW, "C. Date: 6/27/00 Drawn by: Checked by; 4 WIN ELEVATION to " , 1N l;mOR PANEL EMT ELEVATION t. %,- cu/vtx 3, 6L"M".r-r' 83. ICALEI w"•Mr Job Number. 99095 j=saw?&AAw. 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MILmm DESIGN GROUP,K. 44 ? •3-w O&am ARCI{rrECTURE • SPACE PI.ANMNC --- 21 Fp.TO GRADE*OVER 11830 SW herr Parkway,Suite 325 W.EIEr REIN.OCGFb 1 3-0"MK l?1 DAIELB >'..� f- kip. yy�p��/� l a AT EACH (2) OF PAWL lake Oswego,Oregon 9703.`1 2�xy KEt' 211 211 fTc.`.�l.ED FY\�) � ?/I •�"a'10t.YY11 DOYEL x I'-4" X11 DI6COIQTlI�E AT JOKY y: AT'?'-I"G`.0 QIIIEAIE AID CONg1E1E SLAB-IEE WXWNEr AT JAW TRAP GINE IV apt PLAl1TIC eL1DAVIIN?ATION Plow �- --- ° •' (503)244-n552 GONG WAIL PANEL or— _ k L CON9er7�E ESC �. A�. . •• " Afghan Assoc .es, Inc. " a – =-`=-J '� • • 932tPurtland,Oregon 97211 175 f ' • >� . �. ppr if Ll g ao� 10 " • A�—'� 1 0 O� a OO • ' �o a o 0 n s° 0 mo-000--w- o n a o o it , d ,J I t rall4a ^ e . .MR" a .c�b•c r 'Oa Et Us l�oR tlo� de al\Qo� Qo �tla Qo�pdoo ' po ILAd IEI�. ix (503)244-2450 o p o 0 00,. o o"o �'�' �. i�- d • ., Rs „�u bt` f?1 OONT. Iwo\ nb�oo�s 6 QWN�n001COAIE �aPaoQ O�p� ` j� �yOaC' p ��`�C+�'� ! qvo o°b nQ QEEFE►7I�CIGDAIE. ^ �G Q/1 90 > inCl. PEIt IOY.6 I�l40RT J. PQt 1011x1 IlPORT ,� � 1�1=1� ! !1! F--� 00 oO �I� c/ 0 a1la��nock BASE PER eoa.b MEPOIeY 1M THI6 DETAIL MAY 0 I�LACED Wril 31M C IF 14061!b COCINI A. /00'1 TYM& CONSTI�JC ON XW CONSTRUCTION JOINT (ALTEI�IATE) 3 CONTROL JOINT S4. r�r� usx�t a1 r'. r-o" .�4w vLc L�4 6:ALE�r. r-I' 4 TI"IIC�ICETED SLA�� 5 PANEL TO SLAD ROWEL •,��> $4. _ A 4- A44103 vu gill ecAlE+ i • I-f9' S4- AMIo4 VLC LttO/1/ i ICa1LE1 t". I'-0" S4. AMM Kc�lre.e ` d� A4 2 twa b p V4 (?)45•*"OL �[ COLIM i b IIV/ • It Iyx6x3 f31�!i • OL G. " COlill E I d twlw ly I-!1 • o' f4)4111�I1 IEkPANbtok !tlx4xl'-0" PAI�El. ' • •.' OR ANCHOR BOLTS A CONECTION C 4 OF COW- I AT FOOTING ' _ O (2)15•3"OL. s I>1QM-IEE 1164)FOR ADDITIONAL TYP. I FOOTING-SEE FOUNDATION C0W)'IN I h)y"1 E>tP ANCNOIIB V4 INFO MATION � BLOCKOUT L3x311 o6" ° • PLAN FOR 612E INTERIOR FACE EMBED D 16 COLIMr �� DO WELD jlli 11 .'I PANEL AND FOOTING!llAt'E UND. '''a V4V lit"GROUT PAD EQ EQ A ■ 9" 0 ON FOWATION PLAN d o° • �--� - I I L1ljx2x aV y - ----- +e-- t ,+ �" f�1310EED WJLE ° C y" --9'OED E ^ --- ---- -- d 16 d 9 i EQ EQ DO NOT WELD 3/16 a NON 6F4Q11K GROUT 60LID 1 v \\\/// • • + ° a ° 1 � ENDS A a _ � a •A 11 --- d 14, EMBED E EA,END OF PANEL EXt>W=FACE IN ELEV.FOR Ell SIDE TIT. • �+• e, J a i —E 111drx4 ° • a e • a 1 "MAIC nE1�F0ACB'E11Y -" • a • Q1a1D LINES � d d • a • EMBED D BELOW 1 —11"Cb1A1TER'rYP. AN, p s " G 311 «� ' ~ Owner: So P".AN + a E kx4xi'-0"WV(3)�ocb"•0"Or.. r • v a AFTER WcLDMG COAT EMBED a • IEE SOM,S n>�Onr - ALL NEBAR TO BE 311 MxR EMBED D WITF;ASPHALTIC EM11L504 Pacific 1�1 W GRADE b0 A10i I �PRDNDE CONWE,-TION AT A POINTS Properties b COY.I�"N 19r1dE W-W k"h m /cc"' C"m w 8 K&L TO FOOTING Ca"CTION mim vlrctatlrM, 6cAL6�".r-e" S4. 0~" U11M eGAIJI::s••r-0• we 9 IUALL TO FOOTING C�OMEGTk7N 11 1 1 1� PANEL TO PAT I• BION °GALE '"•''-I" S4. ot441rt a c ICAtJI::y •1••' S4. vi c Saw KALE I►yll ',yl r a• �GR4DE 9965 S.W. Allen Blvd.Suite 115 Beaverton,Orrgon 97005 3i"GM�R TIP. w•Ir or."a 0"C.I.P.CONC.WALL • IM ELEY.FOR SEE El E1/FOR 61,TE.OUANYITIREINFORCEMW ' • 4 to AND BPACK'a OF IAEI�F01�111's . a . • • • U _ • • Ito" I'; - A • • CLR A DRAINING 41Mfi1Y AND IPAG4G SEE ELEVATION FOR SIZE, 4 L3 MiEI@IOR FADE GROLLAR FILL • a ° a • , OF REINFORCING �7 rryy • a. « . . d . ICED e � Gnd Avenue 11� • A A • • 1 • + a CONK c I (Y)SAM•�"cc, � a .o Office I � 'o VERT, fILTflIfADRIC � � • Building ldirl s " EXTERIOR FACE g 1 I 1 I ' 3lli i11 EA 1.EG < _ • a • o • e j a . / • t3RADE 4 113of RATED PIPE TYP a EXT!!!RIOR PAGE i"BLANCY OF CMEMSFED HOCK . ° ° a + 11 ttmlwxill, (2) PAL INDTH 1 � � y.all oz.PLACE AT . • • I ' DWT! 1 xsIII ��GMIAI'F!'R TYP BOTTOM YIEi4 H•3'-0" a4 a r 1�1c�x�( 13,35 S.W. 72nd Avenue 1 I 1V(2)�d-O' A166 .,R L k%K 4 EXTEW- OR LESS(B1lD H001C E!'eED D •e a • • •i i •3"OG "' �'0 ONLY AT KE Y) • a e 'E Tigard,Oregon 1 er • ; V ! PROVIDE C.ONECTION EG"LY fX) CONT. SEE PANEL ELEVATION FOR SPACED•4'-0"Or-MAXIMI!'I. • e (2 04 e ATE:PROVIDE COMECTION 52 ALLY THICIQE66 1'-0"ABOVE FMlbk f1.00f;AND � I'0"BELOW LEDGER OR TOP a itl ?I -04 - — SPACED.AT 4'-0"OCG.MAXIMIJ"L NO KEY REQUIRED H HT W H V X i'-0"ABOVE FINNW FLOOR AND _ At IIWlb LESS 0'-0"t0 3'- 11 ?'-01' 21-0" 45 3 Y-O"BELOW LEDGER OR TOP PLATE Sheet Title: - II-0II THAN 5'-6"HIGH 3'-0"TO 0'-111 4'-0" ?'-0" 5 4 11 PA�Ei. TO PAIL 12 PANEL F,E�, M W 13 R AMG '�- 14 PANEL TO PANEL C-M ECTION AT INSIDE CORER 15 TYPICAL LINTEL REW0; C�'T'ENT STRUCTURAL �4., idReM vt c LR1t4 w. ICALEI ly'•I'-!r 84. AMR vLt L�tM� ICAIb IIS".r-o11 S4- AW!= LlPN ec"i1" • r-011 C�4. AMIW4 VLC Umm ICALE,16y' .r-0' S4- f►I+AIO VLc Lm1001 ICAI.6 I�". r-0" f21 S MACE (4)S OUTFACE DETAILS • e jIl a r a d iD a d 61-011 a`--Y-W { d a FIA?DINING TOP - yf • ?-0 BLAB III/y X311" ?�11�.R • w I II t rl.l� (� 'I6 so IMAM TOP t BOBBIN CONI WELD PRWK TO 7[ Revisbns: •Alm IY 61D MIDpIC IV 6TD HOOI(,SEE FTG 44 AT?'-0"OrC� ASSET EILWG ' " 4 a AT M Rh TO MAXH FBI! 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SilAR1RANT L kkI4 CON?. d EA RIDE TYP�!JI► 1" 6TEE1.DECK • + V4 S OF*%" FWV N WALL w • 44" C".1 eL000MlQi CSM61 BLOCKING 9 r(4)4W4"•Sr Or. MILDREN DESIGN GROUP,P.C. $411d EA WAY. ARCMEC-rUN6 • SPACE PLANNI JOIST • � ANCIM 49'�� i" NG L?�,er(dt"J 11830 SW Kerr Parkway,Suite 325 34 i" ° .. •Nor Or. �= -- qr IJOIST ! V4 3" Lake Oswego,Oregon 97035 mlL� w (503)244-0552 PARNIOU V FM - _-- ROOF mm ---' ROOF 1101ST 9320 S.W.W.Barbar Blvd.,ghan Associates, incSte. 17S t II `-%no no AM'Illt we 4 � I � - !%X491,-4 (DO NOT MID i ANGIOIr•i'-I"OL 11 rTo EreED AN3A� Portland,Oregon 97219 • • ° Lkkl&COIR. ' . ' w V 311 d (503)244-2450 II II . 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Properties I 11K e • ° V4 ! 11x11 i i (`%*'-O"Alft • • a - d lot !%x413xi0 !4L0T TUBE) ; ; • ll or !!K*X*(BLOC TINE) I I !kbit-111 W(6) I I 1S At4 VELD 81" -----------+ AT 9"OG EA WAY $hi ; ; SEE SJ841 POR STAr3tL.I1:El!t--/ 9965 S.W.Allen Blvd.Suite 115 Beaverton,Oregon 97005 T810x10 SEE 4/841 FOR STABILIZER! 6 NOTOW IF BEAT -1 2W FLOOR LEDGER FLOOR JOIST BEAT 9 NTERIOR COLI�"N COMECTION 10 GIRDER AT FLOOR 4 ww..Kc Leo* ecALb M"•r-e" 4 n44W u11r► SCALE,Ih'•I'-O' 4 .tea.. SCALE IV• r-e' 4 a*+we vLc SCALE,M",III 4 am"vLc SCALE,M"•r♦t, Pro�mt. 4" !%x494 AT /t k" �Jo�T 3,K 4 72nd Avenue F- - !tx4 C".1 L8x3x4 Office o o CONCRETE PANEL W" Building Or ! >� ; !' q, DO NOT IIELP 3M"+A311RC BOLT6 i o ° V4 JOSS •. t0 TMVISR 0 i I f' Q� TM STEEL, tYr N WOM SNORT I BOTTOM CFIOIO tan , i I I I RLOTflD NOLE6 UP BEAM OR JOV►t • , I I I O i____________________i O T3535 S.W. 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Allen Blvd.Suite 115 311 Beaverton,Oregon 97005 /00WN R=JO*T AT P*V. JOW CANTILEVER CAN0" 8 D&CONY GILT" 4. 4c itAlb th"•r♦" 4• N141I1 at IICAM 1%*•I'-I" 4• 41l441M a c OCALFs Ih"•r-1r Project 72nd Avenue Off ice t Building I 13535 S.W. 72nd Avenue Tigard,Onion T Sheet Title: STRUCTURAL DETAILS Revisions: Revsion 7-18-2000 7 +` SOD1A INC.. MDD, ALL LDNTx ITtteR�to�' NESL SIRAVOM ARE M PROPFRtr DF AFONAK AS11100A1ES, INC.. AND ARE NOT 1 10 SE USt0 1TN RSPRWUCEO M ANS MA IM04 tNZPT SIN T+IE PRIOR ROUP. N PERVSSION OF VILDREN O[SON GROUP. PC Date: 6/27/00 1 • Drawn by: Checked bY: CLC/VLC Job Number: - 99095 r 1>Mf{�U f�N11 fNv. Sheet of: _ xo et M Con* udW AuguK 2000 S4.4 T r•• lrf �R1Y.!IJ AAI laA!VMlre � .. 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