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7440 SW BONITA ROAD-6 i e P rr Ric[ rd A,AArchitects PROPERTY DESCRIPIION SHEETINDEX PROJECT DIRECTORY ZONING: I-P A00 Cover Sheet CLIENT: AUTOMATED BUSINESS SYSTEMS North Lot:Property LD.W250848 8907 SW Barbus Blvd.Suite 100 Washington County _ Landscape Drawings Pholand,OR ne:(503) 595-1922 Slate ou12AC00600 Alt Account pR511075fax:15031244.1015 Parcels:600. 700 and 800 LO.I Survey SAV. BONITA ROAD LI.0 Demoltion Pion ARCHITECT: Richard B•own Architects,AIA.LLP L2.0 Morenols Plan 239 NW 131h Ave. 0305 L3.0 Layout Pon Porticnd. OR 97209 - - - - -' - - - - - - - - -� DEFERRED SUBMITTALS 14.0 Grading Pon Pone:(503) -7633 7 L5.0 Planting Poon fax: act: Susan 33 S60 IrrigatiConsiton Pon Contact:Ir: Susan Rudlofocirch/ \ \ Mechanical L7.1D ConstrucI DetDetails S e-mail(futl OH�WIbIXCh.COm) Plumbing Architectural pwi args SENGINEE S: 6M3 Beovlerton-Hn Younie s lsdale Highway Suite #210 / ,O- ' AI.0 Code Summary/EN Pon Portland, OR 97211 AI.I Demolition Pon Phone.(503)2038111 ' 1 A2.1 Ground Floor Pon North :O Fox:15031203-8122 Contact: Gap A2.2 Ground Floor Pon South Greg Mume11 s A2.3 RCP North s A2.4 RCP South a-moil(gmunsellywtlyi.com Plans A26 Roof Pbn/C nopm Porn 1 to LANDSCAPE Longo Hansen .1 AV Eelorged Entry Pon/Details s A3 I Exterior EkvOBOre ARCHITECTS: 239 NW 13th Steel Sone #311 1 A3.2 Exterior Elevations Phone: (.OR 295 2 A4.1 Building Sections Phone: (50J) 2952437 I EXISTING BUTS DING A5.1 Wall Types Fox:1503)295-2439 A61 Interior Elevations Contac: Korn Longo AB.I Dow Sc edule/le/DetoiT o-mol :kurtOlongononsen<om FY.= IU 69' A8.2 Dow$chetlule/Details t >c t t CONTRACTOR: fonts Construction. Inc. Two Cenlepointe Drive t - 1 Structural Drawings Suife 525 t I UO ,� "' 1 S2.0 Pon Lake OswOR ego.4-625 Z { 53.0 Details Pni Fax: (503)69(503)694-6217 17 462 8 17 t < RF-- t Contact:Jim Kllpopkk Elec Mcat Drawings e-rholJorlisconstruc.corri t 1 t E 1.0 Legend 6 Cover Sheet MECHANICAL Allton Systems 1 1 < E.2.1 Power 8 Signal PonNorth ENGINEERS: Beaverton,OR 97001600 NW 167th 6 #300 Sig II lnP - - - - - _ - - - - - • - - - - - - - - - E2.2 Power d an-N Poon-Sour Phone: 1503)619.4044 E3.1 Ceiling Pon-North Fox:1503123(�9238 Scott- _ � E3.2 Cellirg Pon-Scum 1 ; E4.0 One Line Diogrom Concoct:Nick Scott N e E4.1 Panel Schedules mON:M1SCO11apOr113YeremS.COm E4.2 Panel Schedules ELECTRICAL EC Company 2121 NW man L- _.__-_�__ ��. Fire Alarm Drowings ENGINEERS: Porhond.OR97210 Iwmna darks Phone: (503)220'5378 1 FA.0.1 Legend Sheet Fox: (.°03)2420953 FK Plan- an Devices-North Concoct:Ellos e-cmpball 1 S Plan lss�Ri Risers.CCalculations amoll:elioscBe-c-co.com FA.2,1 Detail Fire Sprinkler Drawings Io@ Fire Sprinkler Plan North 2012 Fire Springer Plan South I - y � I I 5-K 1 I + 1 � T)vrrWMDA W.axer+d Tk Tom.1F+r vt++M N pr LOCATION PLAN 0.T-C �= Tzw Sq� isatrrdrrrl ' Maw '[z r.Fyoveo../< N)4�/F ({}A�srr„�,p� •+."ft Ptv amsm.wqk d��v Mem PEAx11T ARTf1YIetN.AteT Mt1.11DT MATTA/11TIw b lift KAs WWA TrTIKNTALCAlfs Gl oTF%11 RETORT MI]C UOLIIbUNN ASSOCIATED BUSINESS SYSTEMS TENANT IMRPOVEMENT 7440 S \Nr Bonita Road , Tigard , O r e g o n 9 7 2 24 a ewnun ed rani V 8UP2WA-00580 fd 1 of 28 V Progress Set: 1 December, 2004 �" ^ `. > •. 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'�..�.'.� �._.•���+w. ,�;1'�� rw wwr����rww--raw �. wwT., rr•,�i..i...i.r� t3.3�" w �r'.�w•T _ - _-._— T.--.__. ff ...r•�.� .,r►�e ! >l�,�' ��--'�r"wyrr w tY�.�w w �, r i� • LYN r e�l!,7% N.n, .s7c. r.Ar — rr 1 ".N•Ji 71� - -• - — F-- SOI•,J)'I,lY. •Y� 1f •`' ': 7 4 lS o•/NrIO . SS. rL/,rAfr _— 4tcr lango .hansen AS � YV iAAV1LJ 0. 1 DEMOLITION NOTES L•�,�M1''f Q __���7W+[I,' � — (--- - (C----c -----" :d-,r a ..,: •iO3 purtianA OR'f DEMO ASPHALT / �\ 1 1 . THIS PLAN IS BASED ON A SURVEY BY CHASE >f "� JONES EN'2INEERING. NOTIFY ARCHITECT OF ANY DISCREPANCIES IDENTIFIED ON SITE RELATED TO ,• _ i ' SURVEY INFORMAi!ON PRIOR TO INSTALLATION. �r,>I.. } 4 2. PROTECT EXISTING VEGETATION TO REMAIN - SEE N�• .'►�8 345 5fi L Asv . L `d � *� k ,' •�• '1 SPECIFICATIONS. o 3 SEE LAYOJT PLAN FOR DIMENSIONS OF PROPOSED r ,•. IMPRCVEMENTS JK ti, •e X '` , Y 1 4, COORDINATED DEMOLITION WITH LANDSCAPE *01", ` DETAILS. ( h / ► '!" r s \'�``-TERRACE ADD ALTERNATE 5. PROTECT ALL EXISTING UTILITIES AND PROTECT METER SEE NATES - _ •__ 1 __ _._ DRAINAGEWAYS. f *, 6. DEMOLISH C .L HARDSURFACES, STRUCTURES, 1 PAVEMENTS, CURBS, AND PLANT MATERIAL WITHIN CROSS HATCHED AREAS, SEE SPECIFICATIONS. I DEMO CONCRETE AND PLANTING 1 7. WORK IS BEING COMPLETED NEXT TO A SENSITIVE '/•wlr� EROSION CONTROL FENCE, TYP � _— - "1 �_._. ____ HABITAT ARF?,,. WORK LIMIT IS ALONG THE L7.0 yl EXISTING CURB. DO NOT STORE MATERIALS DEMO BROKEN CURB, TYPE OUTSIDE OF EXISTING CURB OR DISCHARGE INTO — - ( - -�— - SEE ARCH DWGS FOR COLUMN THE CREEK AREA. cc*wC."Ono-,v 8. BASE BID WORK FOR TERRACE ADD ALTERNATE IS 2 BIOFILTER BAG, TYPr I TO LEAVE EXISTING CONDITION INTACT, WR cafo. srA,/r .ry Wrr ASV NAL r • %ms`s ' ' .1 W/x EROSION CONTROL NOTES A lglC CSV. NA:L I j �. w n.0W GAS L`"r , 1 o w L \' WHERE PRACTICABLE, THE USE OF EROSION PREVENTION TECHNIQUES SHALL moo' BE IMPLEMENTED DURING ALL PHASES OF CONSTRUCTION. THEREFORE, CaW WA" AwLs / L.-L_l.L..._L.t'_-l.L�- 7',iAS/"--` 1 z I CONTRACTORS ARE RESPONSIBLE FOR COORDINATING CONSTRUCTION AND DO NOT DISTURB / cam- »ASL j DELIVERY SCHEDULES WITH OTHERS AS WELL AS WITH WEATHER CONDITIONS. '""` 1 I� ALL EXISTING VEGETATION OUTSIDE OF THE LIMIT OF WORK BOUNDARY SHALL EXISTING VEGETATION r �� BE PROTECTED IN PLACE, AND ALL DISTURBED AREAS WITHIN THE LIMIT OF o1�" .•( 1I'-' V WORK BOUNDARY SHALL BE REVEGETATED IMMI_DIATELY UPON COMPLETION OF Of A. \ SITE GRADING AND CONSTRUCTION. ,I,/.J07iUY _s— —._..__— — — -- / 11?K 11.•1 _ /A°A �— _j- 2 CONTRACTOR SHALL IMPLEMENT ALL EROSION CONTROL MEASUI'ES IN C ZZ OK, ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS, AND SHALL ;,.-:r I "I�II, wM REGULARLY MAINTAIN ALL EROSION CONTROL COMPONENTS THROUGHOUT THE Mar -II SS CONSTRUCTION AND PLANTING ESTABLISHMENT PERIODS. 1 llLt� 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL STORM WATER INLETS, AREA l + I C81 DRAINS ANC DRAIN COURSES PRIOR TO EROSION CONTROL INSTALLATION, AND 0 Y BIOPIC TER BAG, TYP ! AHI SHALL MAKE ADJUSTMENTS AS NEEDED TO FULFILL EROSION CONTROL I 0_1:�O_ Cy; REQUIREMENTS AS SET FORTH BY CLEAN WATER SERVICES. fi -- — — — + A I GNi 4. ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL BE 11 '' .1 - �- = lyyj INSTALLED PRIOR TO COMMENSING SITE DEMOLITION AND/OR GRADING. NOTIFY I \ N,v� CLEAN WATER SERVICES, OR AS OTHERWISE DIRECTED, UPON COMPLETION FOR C£ INSPECTION PRIOR TO COMMENSING WORK. Y s' E[ 5. 2" MINIMUM OF CLEAN STRAW MAY 6E APPLIED AS ADDITIONAL EROSION . J°$ 4 R C f L A � 1 ASA PREVENTION TO "VEGETATED 6UFFER AREA" UPON COMPLETION OF PLANTING C704 AND SEEDING. CLEAN STRAW SHALL BE COMPLETELY FREE OF LIVE SEED. 14 6. IF THERE ARE EXPOSED SOILS OR LANDSCAPED AREAS NO FULLY ' ESTABLISHED FROM OCTOBER IST THROUGH APRIL 1ST, THE WET WEATHER DO NOT DISTURB ( PP EROSION PREVENTION MEASURERS WILL BE IN EFFECT. SEE PLANTING NOTES I -- + ° FOR RECOMMENDED PL ,i PERIOD(S). STRAW MULCH, EROSION BLANKETS, EXISTING VEGETATION F I w/Q OR OTHER APPROVED METHODS MAY BE REQUIRED SERE THE EROSION ti !-. TELT PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL s rl. MB! (CHAPTER 4) FOR REQUIREMENTS. • I O!•!"MY. `. I A•! u OHI 7. THE CLEARING LIMIT BOUNDARIES SHALL BE CLEARLY MARKED IN THE FIELD ;� :, A•r.. Ap SS's PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED DURING CONSTRUCTION, AND THE BOUNDARY N.ARKINGS SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. 8. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL CONSTRUCTION DOCUMENTS + + �,,,/y� ► PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS w n/� 1 ,3-Un. YO r+rGl'-rC+'Fa5 + CNLMDa,Q J! " � RE-ESTABULSHED. ate+' cc*vrQnt cu+e ` 9. THE DEVELOPER MAY REMOVE EROSION CONTROL MEASURES WHEN VEGETAION TENANT IS FULLY ESTABLISHED. ee IeI.�+ IMPROVEMENTS s k Je s17: / +eP. h ! ew L I'm IN STANDARD NOTES FOR SEDIMENT _FENCES PHASE D❑ NL' DISTURB 1. FILTER FABRIC USED IN CONSTRUCTING THE SEDIMENT FENCE SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO ABS BUILDING EXISTING VEGETATION N \\� AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL 7440 SW BONITA ROAD 1 BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP. AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP T I G A R D, O R E G O N 97224 2 INCH X 2 INCH POSTS AND ATTACH AS SHOWN ON SHEET L502, DETAIL 2. a 2. THE SEDIMENT FENCE SHALL BE INSTALLED TO FOLLOW T}L.E CONTOURS WHERE ' FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6-FEET r•: 1 A R r r Q 1 f wOLr APART AND DRIVEN SEC',RELY INTO THE GROUND A MINIMUM OF 24—INCHES. -- --— H G 3• THE SEDIMENT FENCE SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6-INCHES. ------- - - - '--- r ALL EXCAVATED HATERIAL FROM SEDIMENT FENCE INSTALLATION SHALL BE -PRINTED_ 15 DFr:�"rber '0(d BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA, SCALE: AS SHOO, marmwil r awlcA now � ( � 4. STANDARD OR HEAVY DUTY SEDIMENT FENCE SHALL HAVE MANUFACTURED —.- fy� STITCHED LOOPS FOR 2-INCH X 2-INCH POST INSTALLATION. STITCHED `V Tf{� 1 • JL` \ LOOPS SHALL BE INSTALLED ON THE UP-HILL SIDE OF THE SLOPED AREA.My Of' 7WAV -^ ` 5. ALL SEDIMENT FENCING SHALL BE REMO\' D WHEN THEY HAVE SERVED THEIR t - •� \ USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN `- U PERMANENTLY PROTECTED AND STABILIZED -- .. 9.,J6.le ---- df A s v h , , r Lr�•Ar 11T 6. SEDIMENT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIAL.TY AFTER t cN salt.N.ISWr/w 7 _- Drown By: KML '° II. 1 1' EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY --------- ---- r7$l'f REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. cat c U 1 A frk d�,�1 111. f A�h! Y 7 e7M61Y dMM fAMY�- OP Av COW CNUV[/N,Y TiVCI � , I I, Z DEMOLITION PLAN n �`fk'ry', yl' NM•-e'S,C. IIJ TJ' - - ,� L '\ 7e•HKx-OMr _-�l -=�� EROSION GONTRO PLAN -� NO � e'MCrAt Ml'r MSM _'r .Jli • I N-, ul � ( fcsrr N' • 0 05 10 20 40 I. BENCH MARR.- C/TY O/` T/GARD BRASS D/SK /Y672 "1976" ELEV._>98.8T7 / I SCALE:1"=20 I Bonita Rd 7440 J. 1. !/NDEA;RO!/ND UT/L/.T/ES ARE SU8✓ECi l0 ACTUAL FIELD LOCAT/ON. pr ttArlr _ --'l_ l srl mtr� I l BtIp2004-005R() J. ALL LIk I rIES MAY NOT Of SHOWN. rep L, , d r, Z ttf2R it'd` F A- TREE SPREADS ARE NOT Til rCAL£. °�� =_- — ►r�rxat a I i .r .. - ,-. ,,p �°� • , �'wFrsdWlwwwa.•o..w.r.......,...:.�:,,irw.ewr.vn7M1111'rrf451RG1 �„ CRI �Illl IIIIIiII, fflllflll Iftllll{IIIIIIIIIIIIrllll!111lIIII(Illllllllltlll 111111111 1111111 111111111111111111111 IIt1111N11111�1iii j,lllli 111111 11 I iil l i I j!Ii Iii ilul`�ill Villi ,I I;iullnli; i n'in i !iluiil LE(31BILITY 8TRIp O 2 3 a 0 Id 1 1 12 113 Ila I!! 117 IIB 19 20 211 2�2 213 24 25 218 217 28 219 30 QII' t NpNI • 1 ' , I ;d 'k �i ►� i) '. ' llL�1��i1�laUll)1�� I I I I I t, i , ,. , y iG�Gl.llld l ,► I, a� u..laVll �S alt l 1 � A RRw "I _.... r , - ripe rlllIM#AMU IPw -" fw�w.RYA - �f§ k dw 0y, • k R.� Ni4J: 4 g ADA TEXTURE ASPHALT SLURRY SEAL L70 CONC: CURB, TYP 5 Richard —� SEE SPECS � ���w� I 1p CL]NC' WHEELSTPP CONC. CURB, TYP Architects \ 5 - L7,0 AIALLF 239 NW 13th Room 305 STRIPING Portland, OR 97209 ENTRY SIGN ADA STRIPING -- 503 2234957 SEE ARCH \ SEE SPECS -�l SEE SPECS FAX 223 7633 w w�.w———�w __---__ww__wwww_ww_— — ---_ _— —_ r- - _ I lanyo.hansen r 1 MATERIAL NOTES ASPHALT PAVING — _ �� \ i 1. THIS PLAN IS BASED ON A SURVEY BY CHASE 1 / 1 JONES ENGINEERING. NOTIFY ARCHITECT OF ANY 7.1 TYP 1 DISCREPANCIES IDENTIFIED ON SITE RELATED TO �'� ;� SURVEY INFORMATION PRIOR TO INSTALLATION. NO 345 �►'' 1S1 l~ �,;, _{ 1' 2. PROTECT EXISTING VEGETATION TO REMAIN SEE x \ \\,• SPECIFICATIONS. • _ - ___. _ ___.. CONC, STAIRS 1 • _--• , . , , -_ 1 ?. ALL ASPHALT SURFACES TO RECEIVE SLURRY SEAL �-- _ - , II� COAT AND NEW STRIPING. Ox��ON (2)HANDRAILS 4. CONCRETE PAVING, STADIUM STEPS, AND STAIRS i i �'" "► _ ;.GNC. STAIRS - CONC, PAVIN(cyko) 1 TO BE ADD ALTERNATES IN THIS AREA ONLY. Cl BASE BID IS TO RETAIN CONCRETE PAVING, STAIRS, NjE `+ C5)HANDRAILS TYp � 1! I AND ADD 2 HANDRAILS. 3 CONC, PAVING { 1 5. PROTECT ALL EXISTING UTILITIES AND r _—. J LANDSCAPE: STONE 7.0 TYP -- 1' DRAINAGEWAYS. SEE .NOTES 1 \ _ 1 6. FOR LANDSCAPE STONE, PROVIDE S--FOOT HIGH BY T (' 1 1 CONC SEATWALL LANDSCAPE PEBBLES '� 4-FOOT BY 4-FOOT LANDSCAPE NONE. INFILL 7.1 SEE NOTE`. i 1 REMAINDER OF r;RCLE WITH ROUND RIVER ROCK. 5 CONC. CHEEKWALL.— CONCRETE BAND 5 1 `FATHER ASPHALT 7.0 SIM SIM 7� CON(- STAIRS 3 ALTERNATE/SEE N❑TE 4_- 1 I (2)HANDRAILS 7,1 - 1 I 1 I CONC. PAVING 3 ALTERNATE/SEE NOTE 4 1 7.0 I � 1 i CONC, CURB, TYP 1 I i I (2) HANDRAILS 1 I \ I (2) BOLLARDS ' r SEE SPECS \ CONSTRUCTION DOCUME11JTS TENANT 11 IMPROVEMENTS I PHASE I ABS BUILDING 7440 SW BONITA ROAD TIGARD OREGON 97224 LNLA Project • ' � � '• � �`\ #04 1 20 PRINTED: 1 December 2004 SCALE: _ -- AS SHOWN 1 ^Drawn By: KML 1 1 _ 1 { 1 f Bonita Ra 7440 4 t) IiIIP<(H) -i�n R : '.: i' 11 •, � �� MATERIALS PLAN , I N ID e05 eco:,•_� { 2 . 0 ...... ...... r_nn+_r• wv nuln,rMr Y, a ,,:.,...: : ... , :�r.M1W Ary,. 1 !, .. .. }...:.,.. ..;.. rPllki k. ... �I. �� + -,T. 4. ,�. �..I:. .-;F'..�h'. :.ai� r °F '.k,.l N 7Y.:,:' ', :pC•!" N '-: .. �..fi�5, }f111� ,�q�itdlA+Slt4.:'..-,,, u' x'.INY, IMIr�kK'WM.:w' - .nA17M6tUbtikS�"kY!N!k'VarMA'5•w:iu gluiilk:+F;tlyfir f ., - awr''f%>�Wi C", r 3 r'0 r ,'x ,3 1'4 }e , © �� ��2 � �., �_ 26 20 G( 1r ! .r j� i 4 ofti y. +� ^Y17 t.a u z• r t,N �i 1'r I I 14'-11j" '• 1 , ' Richard BrOwnArch;tects _----------------------------------------- --- -- -- AIALLP -- ------ •..----•- -------------._- _ ._------- _.--...- _.-- _ -- ; 239 NW 13th Room 305 ... Po _ _ - - -�-- 1 Portland; OR 97209 503 223 495; FAX 223 7633 � �'�` ► lango.hansen •• :.S .P. •Nc..••t, r \� 239 r,n .n•, 0303 patl.nd OR 91209 T Sul 291i?4.11 q'_6^ 0i 12'- - -- -- io / • 1 -- -- _ - EO SP 'ES - 1 1 -- o / 1 - -- — - - �2 z • 7 EQ SPACES / o as to to zo �.1•=to . LAYOUT NOTES i 1, THIS JONES PLAN N GWEBASE ONOA SURVEY BY CCHASE ANY i DISCREPANCIES IDENTIFIED ON SITE RELATED TO SURVEY INFORMATION PRIOR TO INSTALLATION 2. PROTECT EXISTING VEGETATION TO REMAIN - SEE SPECIFICATIONS. _ � \\\ -_ "' 3. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, ASSUME 0 INCHES. SUCH THAT 2' EQUALS 2'-0 t 4 PAVING DIMENSIONS ARE TO FACE OF BUILDING, 61" FACE OF CURB, OR FACE OF WALL, UNLESS t _ _-- ----+- - OTHERWISE NOTED. 5. DIMENSIONS TO JOINT LINES ARE TO CENTERLINES, i1 \ 7 INSTALL EXPANSION JOINTS WHERE CONCRETE 3 TR • 12 ca " \ PAVING ABUTS STRUCTURES SUCH AS SITE WALLS, ' 3 R o s.5 - CONCRETE HEADERS, BUILDING EDGES, COLUMNS AND FREE STANDING STPUCTURES TYP. CONSTRUCTION DOCUMENTS o I N 8. PROVIDE SEALANT AT ALL EXPANSION JOINTS. -- - 111 1--.. ___._..—._. _ .. __ ___._ ---------- ---- - - ��_ ___ 9. ALL i4ANDICAP PARKING SPACES AND RAMPS TO TENANT MEET CURRENT ADA ACCESSIBILITY CODES. r IMPROVEMENTS 10. CONTRACT JR TO PROVIDE 3 STEEL BOLLARDS TO ! - I BE LOCATED ADJACENT TO NEW FAN UNITS ON INE P�iASE r SOUTH SIDE OF THE BUILDING. SEE ryp -- _ SPEC!F,CATIONS. ABS BUILDING 11 . 4LL PARKING TO BE 60 DEGREE ANGLE PARKING 7440 SW EONITA ROAD UNLESS OTHERWISE NOTED. IIGARD, OREGON 97224 12. PLAZA INTERIOR JOINTS TO BE HALF OF FULL I j' 1 _-.... �'I JOINTED PANELS. LHLA Project#04120 -. _..._ _ ___.._. . . � 13. ALL SITE IMPROVFMENTS YO MEET CITY OF TIGARD - -- - - / CODES. 4 PRINTED: 15 December 2004 -- -� - SCALE: A3 SHOWN 22,-04" i 11 EQ SPACES % 9 EQ S.'ACES -, ��- I -----•---_._.__ .— _---- 32 Drawn By: KML Bonilla Rd 7440 11111'20114-M5$0 5 of 28 LAYOUT PLAN L 3 0 0 01 7 4�"a �– SME:IM"=1'IMP / Won .,.... ..... ,. x...s ;aarwtr .w.>., .n,t•rw.a!•OA4 ,..a.iSSad ?r' :":en,!flj..:--+ ,. v�;f .xM .,�� ;.: T R CM � 'irI ,,I i .r�ff:iaur�"� IILE� STIV a. ic-.xscfl��+Qi,rri, 12 13 I 7 8 IA .0 22 23 2a 2 (,6 2 7 2P !3 30 7� y ,, 11 N4N� t'1Cf Ili a1F'ky�i; i' cl tql -o N, I —- Pt Richard A PL B r0 y� nArch itects AIALLP 139 NW 13th Room 305 Portland, OR 97209 503 223 4957 FAX 223 7633 - ---------------'--- ------ -------------- ----- -------------------------.•----_--------------------------.---------.------------------ - ------------- ------------- ---- ------1 1 Iango.hansen A409(APE Amr—; r, 1, c. 239 nw 131h 0303 ponland OR 97209 T.,,,3 295 2-1j? ,E �� N0 34 ST � AR ZS CIh�:C� N - \< - -- - - --- -- - - --- - �-- - '1 -' 44 W Opp PL / 1 HS PL VO t- -- -- - /� — HS PM 1 � i 1 --AC / ,/ /7 11 PT PT 1 . PLANTING NOTES PLANT LIST 1. ALL VEGETATION SHALL BE WELL ROOTED AND Abb. Botanical Nome Common Narne Size Condition Spacing CONSTRUCTION DOCUMENTS BRANCHED. ____ �__ _____ _ __—. • ALL PLANT MATERIAL SHALL BE NURSERY GROWN. -- —_ - -- IS Zelkova serroto 'Green Vase' Green Vase Zelkova 2,. CAL. B&B As Shown TENANT 3• PROTECT EXISTING VEGETATION TO REMAIN - SEE 10' HT B&B 4.s Shown * SPECIFICATIONS. AC Acer circinatum Vine Maple IMPROVEMENTS 4" ALL PLANT MATERIAL TO BE APPROVED BY PM Polystichum munitum Sword Fern 1 GAL. CONT. As Shown PHASE I r ARCHITECT Pk10R TO INFTALLATION. REFER TO PT Pachysandra terminolis 'voriegoto' Variegated Japanese Spurge 1 GAL. CONT. 2' OC SPECIFICATIONS FOR PROCEDURE• DO Daphne odora Winter Daphne 5 GAL, CONT. As Shown ABS BUILDING 5. PLANT SPACING SHALL TAKE PRECEDENCE OVER PI- Prunus laurocerasus otto luyken Otto Luyk.en Laurel 5 GAL. CONT. As Shown 7440 W BON ITA BOX l 1C-ATIONS. INSTALLED VALVE BOXES S BO ITA ROAD ST Spiraeo thunbergii Thunbergii Spiraea 5 GAL CONT. As Shown TIGARD, OREGON 97224 THAT CONFLICT WITH ACCEPTED PLANT LAYOUT ' SHALL BE MOVED TO CD Cotoneoster dommeri Becrberry Contoneaster `i GAL CONT. As Shown POSITION BETWEEN PLANTS, 5 GAL_. CONT. As Shown LHLA Project VO Vaccinium ovatum Evergreen Huckleberry 1 GAL CONT 2' OC #041?0 6• CLEAR PLANT BEDS OF ALL GRAVEL AND DEBRIS AR Ajuga reptons Carpet Bugle _ PRIOR TO SOIL PREPARATION AND PLANTING. -PRINTED: _ 15 December�p4 SCALE: AS SHOWN i Drawn By: KMI. Bonita Rd 7440 Btl 2004-011580 • 7 of 26 Z . PLANTING PLAN 0 110 20 a i L 5 . 0 -.., ,,.;,.,,� *.,.«: r.l:o•.�.,.aM�!wis4.t*rranutuy!^r �.w,:F.i..c:.,j .�.r+fblT'*^.nNA••.n:dddf:K' .. ,N�..�. � ..... ,. ..,:_.....,, .,,.. --: .:. ,. .. ,. � -. •LIY{I II'1 ill � .I •. I n• , '1 n , , �; ., .'Ml Aha!•;.�'',I !IE •>iY91A1.•Yefh. 1 :III ,III 1111 II I II!1 L,I I.I I, Jf '1111 _.. .-. r .-...m, '-.,, :;. ..,.. _. ,. ,. .;.. ,_ •.. .. -. .. -, (.III � 1 I I I I II I I II IYII LII SII I.II .I II II I{ .: ,., , ..•. .. .., �- :, .. ,- �. .:: , ;,:: 1... .; .- ,, ,,;,;,,, ,, ,, +JTRl�' �,,,%, - pI I I I i 'I I ,' VIII (}IIIII"�III UI IIIIIIIIIIIIilllll I III!HINIII 10.m+Icm I 10 I I 12 13 I � ( Id (!� 21 212 .3 2a.,, 25 q 20 27 29 20 .31D I , 1 P 1 I [ I III r -1• i .. �:�1'AR^.m�',!•`1�MA�!Mgr�sWu+RMR' �.r kapq,,. � , Y y , ., -- 7 • �fJ�d h� !! V p 7F3j ••a,Y d. 'a`qs 4 • Richard ELIEXISTING 2" WATER METER (VERIFY) - - B ro g�nA rC h I teCtS AIALLP 239 NW 13th Room 305 LALit- Portland, OR 97209 - - - - - _ 503 223 4957 - --- --' F 1,25 LK FAX 223 763, 1 �) - -- NEW ISULAT ION VALVE I J tango.harken rANOSC•"E ANC.Ile(vs YG ' EXISTING BACKFLOW UNIT FOR DOMESTIC ------ NEW IRRIGATION MAINLINE i �'`� 2-19 w i301.303 ponianJ OR 97209 29�2437 I I WATER SUPPLY (VERIFY). W WATER SUPPLY POINT Of- CONNECTION: > W i DOMESTIC WATER SUPPLY TO BUILDING - TAP INTO EXISTING DOMESTIC WATER SUPPLY UJ W LINE. VERIFY MINIMUM DYNAMIC vil (WORKING)PRESSURE OF 60 PSI AT A FLOW F RATE OF 25 GPM. NO.39 //J L I I N IXAx 4" SLEEVE / 1.0 SLEEVE r - -- _ - - - ---- 4 Sl EVE 1.0 CONTROLLER: WALL MOUNT CONTROLLER IN STO'AGE CLOSET (TO BE APPROVED BY OWNER'S REPRESENTATIVE). COORDINATE -- '` �, _ `�• / INSTALLATION OF CONDUITS AND POWER SUPPLY CONNECTION WITH OTHER TRADES. -1 Z// IRRIGAT;ON LEGEND ARIGA►TION NOTES 1 . INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL LOCAL CODES AND SPRAY HEADS EQUIPMENT ORDIN4NCES. �- -- - - 2. IRRIGATION PLANS ARE DIAGRAMMATIC. ALL IRRIGATION HEADS SHALL BE PLACED IN Symbol Description Nozzle GPM PSI Radius Symbol �-Description PLANTED AREAS AND VALVES PLACED IN SHRUB AREAS WHENEVER POSSIBLE. FIELD 7 _4 - ADJUST LINES TO AVOID CONFLICT WITH UTILITIES. I RAINBIRD 1812-SAM 5Q .10 30 5' - -- RAINBiRD ESP-4, 4 STATION CONTROLLER I 3. COORDINATE IRRIGATION POINTS OF CONNECTION AND LOCATION OF REMOTE CONTROL -- ---- - -- - - - - - - - - VALVE ASSEMBLIES AND SLEEVES. COORDINATE ALL WORK WITH OTHER TRADES RAINBIRD 1812-SAM 5H .20 30 5' vY- -1 FEBCO 805Y-1 " DOUBLE CHECK VALVE INVOLVED. -` -- 4. ALL VALVES WILL BE PLACED IN VALVE BOXES IN A MANNER THAT FACILITATES RAINBIRD 1812-SAM 8Q .26 30 8' � RAINBIRD PEB-PRS-D ELECTRIC REMOTE CONTROL VALVE, SEE PLAN FOR SIZE ACCESS FOR MAINTENANCE. SIZE BOXES TO ACCOMMODATE COMPLETE VALVE -- ----- ------ - _ __ ___i ASSEMBLY. MAINTAIN MIN. 12" BETWEEN VALVE BOXES AND PAVEMENT. RAINBIRD 1812-SAM 8H .52 30 8' •) GATE VALVE, NIBCO T-113, LINE SIZE --- ---- -- - - _ 5. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND ADJUSTED TO RAINBIRD 1312-SAM 100 ( .39 30 10' 1.0 LATERAL LINE SIZE PROVIDE ADEQUATE COVERAGE AND MINIMIZE OVER SPRAY ONTO BUILDINGS AND ` PAVING, CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE WORKING SYSTEM. RAINBIRD 1812-SAM 10H .79 30 10' -- NEW LATERAL LINE, CLASS 200 PVC. SIZE 3/4" UNLESS NOTED I 6. IRRiGATI;)N LATERALS ARE SIZED STARTING AT VALVE AND CONTINUING IN DIRECTION CONSTRUCTION DOCUMENTS OF FLOW. REDUCTIONS IN PIPE SIZE ARE LABELED BEGINNING DOWNSTREAM OF -- - RAINBIRD 1812-SAM 150 92 30 15' , NEW SCHEDULE 40 PVC MAINLINE, 1 .5" SIZE UNLESS OTHERWISE NOTED NEAREST FITTING. ALL LATERALS NOT SIZED ARE MINIMUM 3/4" OR SAME SI:'_E AS NEAREST ADJACENT PIPE. TENANT RAINBIRD 1812-SAM 1 SQ VAN 92 30 .5' __-----______________ SCHEDULE 40 PVC SLEEVE - 3" OR AS NOTED -- - - ---'--�---- �I 7. PROVIDE 12" POP-UP SPRINKLER HEADS FOR ALL SHRUB BEDS. ALL SPRINKLERS IMPROVEMENTS [� RAINBIRD 181,2 ,.AM 4--EST •61 30 4 x 1,, SHALL HAVE INTEGRAL CHECK VALVE SEALS. PHASE _ RAINBIRD 1812-SAM I 4-SST 1 .2? - - 3U 4' x 30' 9. CONTRACTOR TO MARK LAYOUT OF 'TRENCHES AND VALVE LOCATIONS FOR PREVIEW ABS BUILDING L BY OWNER IN FIELD PRIOR TO CONSTRUCTION, 74,4 S�/�/ BONITA ROAD 10. OCATIIONSOFFIPIPESBENEATH BEANNDLANTSURFACES ING AREAFOR S, UNLESSGRAPHIC OTERITY SEONLY. NOTEDACTUAL TIGARD, OREGON 97224 -----GAt.LONS PER MINU1F 11 LOCATE ALL VALVE FOXES AT LOCATIONS APPROVED IN FIELD BY OWNER. LHLA Project #04120 -- --- VALVE SIZE 12. BACKFLOW PREVENTVR AND GATE VALVE SHALL BE LOCATED IN PLANTING AREA. �~ CONTRACTOR SHALL. SAW CUT EXISTING PAVING AND REPLACE IN KIND TO EFFECT �-------- Z�'yE NU4tEER THIS INST.ALLA'00N. PRINTED: 15 December 2004 SCALE: AS SHOWN 13. SYSTEM IS DESIGNED TO OPERATE WITH A MINIMUM (DYNAMIC) PRESSURE OF 60 - P,S,I. AT 25 GALLONS' PER MINUTE AT THE POINT OF CONNECTION, MINIMUM FLOW -'- --- - - `� RATE REQUIQED IS 25 GALLONS PER MINUTE. PRIOR TO COMMENCEMENT OF --- - --- - ---- IRRIGATION +NSTALLAPON, CONTRACTOR SHALL_ FIELD VERIFY THAT THESE CRITERIA ARE MET. IF Til; SE CONDITIONS ARE NOT MET, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY BEFORE PROCEEDING FURTHER. EXISTING WATER METER SIZE AND CONFIGURATION 15 BASED ON VISUAL ANALYSI.J. CONTRACTOR TO VERIFY ABILITY TO ---- ---- --_ - ___. CONNECT TO THE EXISTING WATER LINE AS DESCRIBED IN THESE DRAWINGS PRIOR TO -- "--` - Drawn By: KML BEGINNING WORK. --- - glonite Rd 7440 Bl IP2004-005,x0 N- _ Rof2x ' as .10 2 IRRIGATION PLAN '•' ,IGLh:,••10' .1 L 0 . 0 y "in o0l"Iii"ll "AMRA; 1} MYMM�1!M1R'tMMR�R •r•";.+w.•1 LTk� .`•rP'ti'py _ 4r+r^. , ........ _ : I 1111111 lI.I,NI Ih LI,ILII ILL 111 1111 IUt iH Lill I I,IIII 'I!II I I!q, 1 1 I I I 1 , �' } x cr=, S _ Clli I l I I ! I I{:1 IH 4.1. 11 1 11111 ILII III, ILII I 1 1 i I 11?111 ?1111 !il'Ill,l I Ilil ILII i III 1 n141'I n('1'. nn ! I I, y { # "3fvr.4ir.ox, >=Ptrr��t�t: .e�ntva c•.npa 1n< I 3 �t 0 j ' r i I .Y•,'. . y It7 I I IQ 13 14 , i I® ly le i• xlo zl �z �3 as 2°S a'o �yr.e '-' , , Llowury STM .. • a4ik i, a r I I '..n •, I:tl . . .T, •:I 1T 1 '1 i ..,. :..:. r.._ '-_,:n.... ..:: .:• ..J" ..,'.,, '.:i .i.', •. r;P«ty✓+r•,r,q 1M;. - 'A"Mlr•'Fw`,. ../tyyP {Sea .,ti 1 'y .-. . ., raft+. .. '.: ,, r. y:'.:;,r ,. '-:'..1 w d .1. f,a '..L J' .. +•at-'•!L � . a.'Ik... - r : -• �`y �-�Y9 f , 1; u.;,,ll. :::r )G .. , 14. !'., r .Y.._,.. '. 1 1.�,. t lyc ,y 5, 9 �„�'� ,..,; ;,,� ry, rr. ,1 r"•y" rSs: rJ, e` I Y .. RY qr r • -1 ,i i;'sr �.r 4�P.(r,r, t :>Py`. rlg 1 7$F + rS: t .n. • y +.lb � t JF "��n .�r c f J !; 1 lay {?7 Slbry \. .y�•i. {,"I �'. f �.iLh ,rS d f 1". r'•,{- �C:ik Nya _•n'r M1r' - J, Jnr yi �. Iv: t -,•Nr}`;!'�� t„ * y- 'U I'7 l..;b. .+e u1 e�•P ,kn t.,x 'vwi1.9A;' YL{ 74 k .+. f;4K., r.ig Id lI,k' p rY ri.�r', I.• ., .. _ *` - ' Y . 4 f 4' A /yA 1 t llf` I: FILTER FABRIC MATERIAL - �\ - MARAF! 140 -N FILTER 36" WIDE ROLLS USE STITCHED FABRIC BETWEEN GRATE LOOPS OVER - FILTER Richard AND CATCH BASIN RIM - / BrownArchitects 2"x 2" POSTS M tTERIAL RUNOFF WATER WITH SEDIMENT _ - 0 I = � A A AIALLP K) - _ ' ��� - --_-- FLOW 239 NW 13th Room 305 � CD I BIOFILTER BAGSPortland, OR 97209 SEDIMENT \ r 503 2234957 c� x tO --FILTERED WATER FAX 223 7633 _ 1 — 6 MAXIMUM SPACING ^_- PLAN MAY BE USED SHORT TERM FRONT VIEW SIDE VIEW W/UTILITY WORK AND W/ lango.hansen PHASING OF DEVELOPMENT NO TSS: ' --- _® - FLOW- - 1 - BURY BOTTOM OF FIL,r R FABRIC 6" ""-�- ' 39 nw 13th 0303 po+tiand OR 972 — ANGLE BOTH ENDS OF FILTER FABRIC - ! 1 � �";„;'; ,� � r- :. c,,� --- -- FENCE TO ASSURE SOIL IS TRAPPED �� VERTICALLY BELOW FINISHED GRADE. I I I '` !"n!' '!'� • • POND RGTTOM f 2. 2% 2'" FIR, PINE OR STEEL I FENCE POSTS. INSTALL ON UPHILL i �, -� SIDE OF SLOPE. « ` ", '' , t —_1 / --ROLL TWO POSTS \ ( N0 345 J INTERLOCKED TOGETHER TWO 3. STITCHED LOOPS TO BE INSTALLED 2"x 2" POSTS TOP VI W REVOLUTIONS UPHILL SIDE OF SLOPE. SECTION A-A • • AND ATTACH 4. COMPACT ALL AREAS OF FILTER FABRIC.-H B? AREA DRAIN 0LITCH . INLE1 • TRENCH. �� �)��� N �. 1 SEDIMENT FENCE 2 BIOFILTER BAG PROTECTIONy Scala: NTS Scale: NTS CONCRETE PAVING �- NOTE: CONDITION VARIES AT 'TOP AND BOTTOM LIGHT BROOM FINISH �- --- — -- CONCRETE PAVING OF CONCRETE CURB. MEDIUM SANDBLAST FINISH NOTE: �— TOOLED SEALANT, --- FINISH GRADE BACK OF CONCRETE WALK -�" JOINT _- I 1�2" FOOLED EDGES l 3/411 RADIu) ""` SLOPE 150 1/4" RADIUS 1 j 4 RADIUS, TYP. FINISHED SURFACE — CONCRETE CURB + '-+-----TOP LANDING AREA LIGHT BROOM FINISH SEE �- _._._- ____ - -- - SEALANT NOTE #2 6" 2" SHINER BANDS (TYP) d I ' BOND BREAKER TAPE EXPAWS" JOINT 3/4" RADIUS o -- EXPANSION JOINT FILL f� ASPHALT PAVING " y too CURB RAMP TEXTUElE umKIM, 1 COMPACTED AGGREGATE BASE T - MATERIAL d SAWCUT EXISTING PAVEMENT , o SEE SPECIFICATIONS COMPACTED AGGREGATE BASE ! I - -1 WHERE NECESSARY x x FACE OF CURB SEE SPECIFICATIONS -=III s'T 4- 1---1 1 1'__--I 1 1.'___•_—I I I 1 1—__.•1 1 1 f i iQ • N 4•�� I I 11I I I.- I I I II-=III' , - EXPANSION JOINT 1, I,�IioT E S: COMPACTED SUBGRADE IIo1. INSTALL EXPANSION JOINT FILL MATERIAL Y i iI l I1 i f II i'Iillilll-ITI II I I UP TO BOTTOM OF SEALANT. 2. SEALANT DEPTH: - _ Mx SWK 1:10-- ratyLw 1:10 N MEET REQUIREMENTS OF SEALANT t MANUFACTURED FOR JOINT DEPTH. 9" TYP 1 COMPACTED AGGREGATE BASE i 3 PEDESTRIAN CONCRETE PAVING section _ d EXPANSION JOINT section 5 CONCRETE _CURB section 6 CURB RAMP Plan Scale- 3"=1'-0" Scale: 3'-1'-0" Scale: 1-1/2"=l'-0" Scale: 3/8"=1'-0" '112" NUMlNAI_ BOLT TO POST - SIZE AND SHAPE OF I L SIGNS VARIABLE C /411 1 - ACCESSIBLE PARKING OR I - �`---- VAN ACCESSIBLE PARKING �( - SIGN TO MEET STATE OF OREGON REGULATIONS 2 ' SGH. 40 GALVANIZED �. STEEL PIPE O Cd ' FINISH SURFACE OF CIO PAINT PER STATE OF - -� CONRETE PAVING �� 2" DIA., 8' FIR OR HEMLOCK 1 - 1 /4" NOMINAL / OREGON STANDARDS STAKE - PLACE j ;, `� / OUTSIDE OF ROOTBALL AND CON I RUCTION DOCUMENTIQ -{ � � _ , , ------- PERPENDICULAR TO PREVAILING �( \ 11 - .: t WIND (WSW) p - 1 !►-= FOOTING DETAILS TYPICAL a ,�� `' I "' - } ; FOR ALL POSTS THICK PLASTIC CHAIN TIE TENANT (�-~ ; t NAILED TO STAKES wI T H A -I� I 2" ROOFING NAIL ON EITHER INOROVE-NIENTS NOTE. SIDE- LEAVE ENOUGH GAP BETWEEN TRUNK AND TIE SOPHASE I _ LOCATE F. OWN IN II AS NOT TO GIRDLE TREE LAYOUT PL;' WITHIN 2 YEARS. ABS BUILDING B-112 MIN 0 a. SET ROOTBALL CROWN 1" 7440 5W BONITA ROAD 7 CURB RAMP TEXTURE Plan 8 DISABLED SYMBOL. Plan 9 DISABLED PARKING SIGN section -'IZ a ABOVE FINISH GRADE ,co (3 FOR CONIFERS) TIGARD, OREGON 97224 Scale: 1/2 l' 0" 'D Scale. 1"-1' 0" - Scale: NTS e f -- 3" OF BARK MULCH LHLA Prgjeci woo { I 3" EARTH BERM WATER BASIN #04120 J -- MULCH, GROUNDCOVER OR PLANT CROWN 1" ABOVE __ _ PLANT AREA PER GRASS. SEE PLANTING PLANS. SPACING PLANT ' FINISH GRADE �PRINtEb: _^15 December'OC4 _ 1i„ (FT, O.C.) (SO. FEET) SCALE: ASSHO- ---- -WN, AS SHOW^ ` ! I I-= i I I= 6' LONG PRECAST `v -- - 3"" LAYER OF MULCH. 4 "' I I- J- r � l ( 4 CONC. WHEEL X SF TAPER TO PLANT CROWN, a a= � 1 -- ROOTBALL BAIL L �, a „na h, +3 `„�. r �,n,, LL,, Q , „�,a i �E cv STOP. -PROVIDE -- -- • • • - GROUNDCOVER PLANT SEE SPECIFICATIONS o � �I �---) /i � SCARIFY SIDES AND BOTTOM k , � , yy, ..'.: PI'R, vl'„ ,'b ; ? l:l::..l A,y��6 .:r y54:.rn.i I -__ ....._—._—'____.— ».._.--...._.��_.� _ �...-._.._... t� `. 1 _two III rIIIV-I OF PLANT PIT :-,y ? AND INSTALL A�7 0 5 0 L15 OR SHRUB, TYPICAL a o �y r, u ;1 .,�y.a k4• w 1 SHOWN ON PLAI';S 1.0' 0.860 _ -- ,'� r ! t �r �� -;` ” { 't,, I !; " • x AMENDED TOPSOIL _ _ I- --I r.L. w+•f. ^w s f 935 SEE `_SPECIFICATIONS =1 I I i \�� BACKFILL ----- ------ F 2.0' 3.440 _ ==i �= / __— C _ \\ - Drawn By:KML / / ;, 2.5' S.375 � � i x�2+ -- --------- __._. _ _ . �1 �1� /1• TYPE 1 ASPHALT PAVING 3.0' 7.740 x x � ���� -��I III III==I_ 3.5' 10,535 • \�•�� • ,�\ .�\�\ ,, , :I I I_ -I - _ 4.0' • nEDGE OFPLANTING ; BACKFILL —IIIII I,AREA5.0' 21.500 ROOT BALL _1111 !!1_;1I I oo \ 9" MN 30.960 / /\ SCARIFY SIDES AND BOTTOMUNAMENDED TOPSOIL, FOOT G NS U #4 REBAR THRU PRECAST 7.0' 42.140 N12 , OF PLANTING PIT, TYPICAL- TAMPED TG PREVENT SETTLING SLEEVE, 2 PLACES, 4U.C. 8.0" 55.040 D ETAILS SET 1 DOWN Xa SURFACE AND EPDXY NOTED ON PLANTING PLANS. ��I�) :_ '' fi''-/ /i _ UNAMENDED TOPSOIL, 14" WIDER THAN ROOT BALL II AREA __� BE AS C I i _ _ - - 1 GROUT HOLE, N0. PLANTS AREA PER PLANT UNLESS OTHERWISE NOTED ON - — — SETTLING AMPED TO PREVENT - I PLANTING PLANS 2 x DIAMETER' UNDISTURBED SOIL < `�"A S 1, .P.S .., ....:! , �..,.__•_-- ` OF ROOT BALL- Bonita Rd 7440 10 WHEEL STOP Section 11 GROUNDCOVER PLANTING Plan 12 SHRUB PLANTING Section 13 TREE PLANTING Section 9 of 2(K14-(I0580 28 Scale: i-1/2"a l' 0" --- Scal®: NTS Scal• NT ` Scale: NTS S LTO , a ..,' Cm; , , ,:' , ', ' . ,.-.„,. ;fEI1111tIiElE lyi�ll�nll..l !r•. . ! van ,x. ,, E",.`•1 , t-' ., 1 .:>'. "':.. m:. : '. UlawlITY STM , IQ 17 I,-P I6 ;10 el g 26 e7 26 29 jJ3 2s 2 ;T • At 'M +7 r , ` r. y • m 1: ' n V , , v ry ef�f Richard rownArchitocts AIALLP 239 NW 13th Room 305 Portlana, OR 97209 503 223 4957 FAX 223 7633 tango.hansen CONCRETE CHEEK WALL. F_)R tJ NO.3�5 EAST STAIRS ONLY o • 1-- 1/4" WIDE SAFETY STRIP - ---------..---- - CONTINUOUS STEEL HANDRAIL, OREG N FULL LENGTH OF STAIR (TYP.) 1 -1/2" 3.D., SEE NOTE 6. PROVIDE 1/4" EXPANSION JOINT, 3" RADIUS TYPICAL 41PE 1'-0" CONTINUOUS STEEL HANDRAIL TOP AND BOTTOM OF STAIRS \ � ' 1-112" O.D., POWDER COATE[ ---- TO MATCH SAMPLE SUPPLIED BY LANDSCAPE ARCHITECT 0" 04 NOSING BAR, TYP TOOLED JOINT, ., _ )1 R I 'k , t �—K4 15" ��.. Ci.R ;n #4 REBAR 012" O.C. 1 N EA. WAY EA. FACE / FINISH SURFACE CAST IN PLACE CONCRETE a OF PAVING, EACH SIDE- VARIES STAIR, AND CHEEKWALL WHERE �`�— �� -- -- - o APPLICABLE, _ � EXPANSION JOINT ------ ca (3) #4 REBAR ,111 11 11 111 / d: CONCRETE STAIRS TYPICAL. �' II _ ADJUST STAIR LENGTH AND COMPACTED 6 � w �, HANDRAILS TO MATCH THE SUBGRADE COMPACTED AGGREGATE BASE -•- <� vl - i � !� FOLLOWING: - - - -- -- �r,I d COMPACTED SUBGRADE 3TR /3 R 2. �, 4TR / 4 R � I _. I ---t ��- { i l r S TR / 5 R • 'k #4 BARS AT 12" O.C. EACH WAY, *-- „ ` �--� --- - -- - CENTER IN STAIR, 3" CLR. FROM 1 -0 ADD UBC MANDATED GROOVES AT EDGE, MIN. TOPTREAD ONLY ,f f 1 SEATWALL Section 2 STEEL HANDRAIL Section 3 C0_NCRETE_ ST AIRS Section Scale: 1/2" 1' 0" Scale: 0" 1' 0" Scale 0" - Y-0" - BUILDING WALL AUTOMATIC CONTROLLER WITH LOCKABLE DOOR - -�-r'----^--"'^'" - CONDUIT FOR 120 VOLT _ — CLASS 'C' ASPHALT ELECTRICAL SER`rICE M / PAVING IN TWO LIFTS, WITH JUNCTION BOX ?; SEC SPECIFICATIONS ELECTRI(,AL CONDUIT FOR CONTROL WIRES COMPACTED AGGREGATE E?4SE z — FINISH GRADE ... Y COMPACTED SUBGRADE CONSTRUCTION DOCUMENT I `=I ! SWEE° ELL. ON ALL ELECTRICAL CONDUIT TENANT IMPROVEMENTS INSTALLATION SHALL BE PER ALL APPLICABLE ELECT. CODES. VERIr PHASE I CN; I_ �' '-{ LOCATION PRIOR TO INSTALLATION. INSTALL CONTROLLER PER { M;NUFACTL 1RER'S INSTRUCTIONS. ABS B U I DING 7440 SSV �OI`'ITA ROAD 4 NOT USED Section 5 NOT USED Section 6 ASPHALT PAVIhIIG _-� _ Section_ 7 WALL MOUNT IRRIGATION CONTROLLER -_^ Section TIGARL , .)REGON 97224 -- Scale: 0" - V-0" Scale: 0" - 1' 0" Scale: 3" 1' 0" Scale NTS HLA �',,,je-' _ HEAD TWO !LACHES ABOVE --- VALVE BOX W/LOCKING COVER #041 yj SOIL, FLUSH WITH MULCH IN SET FLUSH WITH FINISH GRACE - SHRUB AREAS AFTER SETTLING. PRINTEL. i 15 December 2004 NO"r�_: SET VALVE BOX FLUSH WITH - - - - - -- SPECIFIED IRRIGATION HEAP --- - _---- ---- REMOTE CONTROL VALVE SCALE: AS SHOwN - -4N BOX EXTENSICNS SHALL BE USED ,RADE. SET HEAD FLUSH WITH FINISH IF ADDED HEIGHT IS REQUIRED. VALVE BOX AS SPECIFIED 9" VALVE BOX WITH LOCKABLE GRADE AFTER SETTLING, SEE PLAN FOR SIZE. BLOCKS iHAI..L NOT HE USED. PROVIDE MIN. 12" CLEARANCE _._--_.________________ LID, SET FLUSH W/ FINISH _ ----- FINISH GRA --------- — BETWEEN TOP OF CUTOUT AND GRADE AFTER SETTLING _AL _AwkAiu _._ MAINLINE, PROVIDES EXTENSION - -- FINISH GRADE I I I� I ` I I __. 1 -! !—I I CLASS 200 PVC LATERAL LINE AS REQUIRED. VALVE BOX - I ' I" 'I-I i._ I— �--- _- --- SHALL BE OF ADEQUATE CIZE I =I i I—I I i---- ( I I--I_I 1-`I -I I I`I I I- =III I ( L- -------- -- =III—III=III -- 1 _. - --1 Drown By: KML TO PROVIDE MIN. CLEARANCES - -I _ _.. b , VC ACCESS SLEEVE I I� I I I_ III III_:LI I III EIACKF LOW VALVE --- ^,S PER DETAIL. PROVIDE 3 I -_---- n IE-III—I II I--I I i-=) ( I--III-�_I ---flow -� F ROM EQUIPMENT TO EDGE -- FINISH GRADE — OF VALVE BOX, TYPICAL i.( I I p` — -- 4" MINIMUM DEPTH _III=1111H I I I- == 3/8" BARBED INSERT X 1/2" u --� .I I i " I!- 3/4 DIAMETER DRAIN ROCK I=1 11I I I TI I I_ --- _= THREADED MALE ELBOW t ��� CONCRETE BRICK - -- - -- I �c � UNDER EA. CORNER OF BOX - __ = h�. - i=i - ► w I I III I I I I — ., C O N s T R u C T 1 O!\ -- MAINLINE TO III -- - CONCRETE BRICK, 3 REQUIRED (--- III ( I I=III -III -_-- _- 1/2 MARLEX ST. ELBOW L _ DRAIN ROCK 4" MIN. DEPTH T CONTROL - .- I-._- — _ --- --_.._-- -__ POLY PIPE SWING JOINT DETAIL' GATE VALVE, LINE SIZE _III--III - _ ------------ _i INSERT RT X 1 ?_" -' � - DVC MALE ADAPTER (TYP.) 6 MIN. DEPTH I �I I I _ _ a (-� I----I - - 3/8„ BARBED _E / - _ — DRAIN ROCK - - �"' ``-' - MAINLINE ;� I = , = ----�= MALE THREADED ELBOW S H 40 VC MAINLINE SCH 40 PVC FITTINGS 1-- 1 i t..,_III-—1 l i--i r P MALE ADAPTERS BOTH SIDES E NOTES: ft'PLY LINE IN -� �- _. - - LATERAL LINE r _ \�, � \�___.!._.._ 1 2 ' MARLEX ,T. ELBOW 1 • PVC PIPE AND FITTINGS UPSTREAM OF VALVE � � . --- - UNIONS EACH / TO BE SAME SIZE AS MA.iNI_INE OR AS INDICATED ON PLAN. SIDE OF BACKFLOW NOTE: ------------- --- SCH. 40 PVC '`ITTEU WITH VALVE-SAME THREADED OUTLET 2. USE TFFI ON TAF'F ON ALL THREADED CONNECTIONS. Ill 112'Rd 04 SIZE AS VALVE 1 . PLUMB HEAD TO BO1?OM dUTLET ONL`•". Tit I�z�►o4•no5Ao Ill of 29 ACKl�LOV11 PRE T R Section 9 GATE !/RIVE Sec'.ion 10 SPRAYHEAD Section 11 REMOTE CONTROL VALVE Section E d V E Scale NTS �----_- L 7 . 1 Scale: NTS - — --� Scali: NTS Scale NTS ` r i ...,._. - �„..., ..,,..n.,,.+.F. lr,no".IOMNa"..,w�:x!gr4*wrr.,.,..,....•.v.„",rM„n,w,11,,,1f4ylMM%t',1� #t}K'm.w+k Agtq .�l�ld��'' •�, �,�I'�i .!1@*^'"'C,�s .,in•.' 'h rr' I F11 1114 111)IIr dI IIII TIN 1,14M 111 if W !11! i rf ;i, u„n f:, f!,+:;;if,nin ,;;i .;, 4 1 Wftrry sTW Cflt I 1 ( ii ( t I i I1 i ! b b IO,�ilff. IJ I 1 12 1 14 IA 17 IB I9 c:! 21 20 23 24 23 2 f �? 29 2y :iC "Oki 4 to _dW..�ilrlPM7•�'.ai^'! .L�M�r,R {I ; r . A ... .. Y 4 -- , .r. .._..... ..... ,-. .. U. 'i� ,. w,�M!t,<' V..ey;.,' •w!i. ;gY4v+r=- , �,nA',F ° '� �" ?M..Mfro_. �s6�+^. , It , II 1�• hd r BUILDING OCCUPANCY DATA Coae UBC Brown Ric OFHCE ARES rc���� � 1oning- 1 P Recept,cx-, 101 4.74 Fully 5pr1r**0 AlLLPOper.Office 102 8.92 V-N Construction Office 103 1.47 office I04 ! 47 Occupancy: B S-'ano 3 :39 NVy i Stn koorn 3 offKe 105 1.47 No requrea separations Porttand OR 97209 Jf ice 166 1.09 503 223 4957 Office 107 1.09 Total grouna floor sgvore footage 49 950 sf FAX 223 7633 Office 108 3-35 Mezzanine-office 437sf Aomn Support 111 49.2 Mechanical mezzanine- ?68s` Break R oc n 116 295 Office 112 1 57 Fre alarm system Office 114 1.08 SmoKe oetection ano"n/Strooes Office ]IS ...08 Off K-6 201 4Ax3 TOTAL 110.44 Year DuWt COMMUNCE ANA 50 x 100 Metol buildutgliwitr. woos girls- pre 197: Dapinv A 122 39 3Ox5O Addition of some construction 1S73 Daplay 8 123 43 100 x 200 Metal buiicling worenouse witr' Co*iference A 121 50.4 30 x 115 Wood frame Office builaing 1984 Cc�9renc18 125 20 100 x 200 Me'a1 building woreho.ne oadition !988 r'_;-:(sXerce 125 1' ? g / TOTAL 1481 t. SALES AREA Plumbing Fudufes ' 132 r4 Section 1113.2 Sutbstontial Alterations 123 The altered building Shot!canton. C fico 126 -�,; 3 2 At(east one toUet facility for each sex or eacr,s_)Ds,o�.tlal!y Cont 131 7 3 offered floor,whefe such focilytes are provlaea a�.uAt Supptv woes 140 8.2 Office 141 1.53 rl,�1) Sales 41 142/143 1206. Otflce 144 113 Soles■2 147 9.29 Office 148 1.19 `g^b WAtEMOUSE Stogng 150 28 Set-vp tostng 153 17 Ports 155 4.81 Supplies 154 12 TOTAL pg**)U Scor Swvrc es 159 10.74 Stogng 157 24 Staging 156 336 Staging 160 1.67 Netwcvk 158 >IOEK 21,78 CONE 13 i 0 101 EF 2S2 SF OLF 100 OCCY occ 2 S2 • I V '° o c=am --� - 7l ACCtNTS r - - - - - - - - - - - - _ -- -- -- - - -- ` - -" E ` 1_FFJU 104 1 474 SF _ t a Off 100 ! 123 SF ^� ticc,-c i-, 147 SF 14Z� �� OLF 100 •� ":f�.,�� 8`y ----- -- f_�i _ OLF 100 lot Sf C 335 SF 1D 1500 OLF 10q OLF 100 01[#r �� • •01111'S • � - �o- � � C 23 �' CLF 100 1.04 OCC.T afncC 1 47 OC i. ��-- ♦ _ - r:x __ =. 17 -� �'�'�� �_ ff J"""' 1` s`�' off loo r - - - - - - - , ■ ♦ t 0' Rg�A r I OCC 1 i\ 81271( r '4► 236Sf '�� ♦ �-»• SUPPLY_ • TEBFACE _ OCC R OLF 100 ■ ■ ••OLS 15 • • • ■ f E ;fAc12 h'� ■ r ■ ,{QCC 15.1 -1 t" ;r3.5 € 140 ♦♦ + FOYEROCC 0 BREAK �./ ` ADMIN.5LIPPOR7OLF Ian 4�X 72Z a ®x 4 i ROOM UP r 4•M ff • • • • ►.090 SF - - • 1F'rCr 201 rc ♦ • OLF 100 - r - - - - - - - - - - - F. -- - -- --- 443.9 Occ 43 100 Olt 100 f_ .. 44]SF --r--- -T- --�-- - _4ERENCE ► •_ C i OCC 4.43 OlF 15 ■ ti, r Ie � !=- GCC 21,5 8xb 100 SF r 'XIO 1 _ _ ■ OLS Is • 1 ■ - - -- - -- OCC 20 - - - - - - - • • • • • w • • ■ tf _ - 1 r ♦ I' .A�fS p` 157 SF ■ 41 ,43 OLF IOG 2 MEZZANINE PLAN Gcc 137 ■ cONFFBfNCfA - b;,; _ ■ 121 ; 111.0 SCALE. 1.16 = !.o (� 1J8 s +-- -_. �_ , - 1971 - 2S1 Sf OlF 10L! I Off s DISPLAY A XPLAY.B1. 1.I08 SF .44 VLF 3 OCC IIIA 122 •23 .,.- OLF 100OCC 117 SF 50 x 100 C E - �• _ 1.11.4 sf 1.214 SF 12 06 OLF 100 Metol Building EXISTING 1G63F -- _ • • ■ • • • • • w OLF 30 0JF 30 I I - OCC t '3 yy/WOOd girts EXTERIOR OLF 10�? ' OCC 39 CCG 43 �- __ w. STAIRS - --- 1973 Addition 30 x 50 _ _• • Metal building ' ■ w ■ ■ r ■ • • • r • w'/woodgirts • �_ .-. U6 • • 0 r87 OLF • . •• OCC 1.21 STAG14l�}�E1! w ■ ■ ■ ■ ■ • ■ r ` l OLF 100 i 8, M ♦♦ -I _ OCC 1 1 ti Off 300 t ■ - OCC 29 ` ♦ - f� 151 1984 ; ?VsF - .OADING DOCK 30 x 1 i 5 Wood frame office building STORAGE '52 & 100'x 200' Metai warehouse w� _ - OCC 1 - NETWORK 15F Ven'11J11C�r 4f'd f' 5-� 1988 ADDITION -- - 224 SF 100' x 200' Metal Warehouse OC 300 1 07410 � � �_occ 75 OLF 100 ---- - ----�^ • c 2 - ; ,. : ■ , , ■ , ASSOCIATED BUSINESS ExIS1tNG •• I EXTERIOR J SYSTEMS STAIRS 1458 SF _ CORPORATE OFFICES occ x es Ol i 300 STAGING c7 7440 JW$On"tU kOOU 7,194 SF Tigard. Oregon 9722,4 i Ott 300 5303 SF I - - �� - - 1007 SF OCC 24 Project: $04017 O 3 OlF 300 OCC 17 ; OCC 3 36 Dote: 24 AUGUST 2004 S. a � L 1.575 SF _. _,. -- - ----4-- - -------- - OLF 300' ._._-._. _ _ .....- _ ------ - ---- ----► I; OCC S 2,"-Tech ores L p 51160 •• _ ones I■ • • • ■ e, - w OV f00 ' • _ --- OCC 1.4 ----J -.- -=- -=-- -- -- - - M," I Doft! I Dock ' I Dock Dock �Ventilarion shaft Drawn by, -- KA;�I MECHANICAL MEZZANINE --•- AB.OYE 202 148 SF Ov Occ t;4 CODE SUMMA. R1' / GROUND FLOOR FLAN EXIT PLAN Hanita Rd 744(1 Flt!P20M-00580 .. :. of 28 Al 90 h:;':': ,- .. .. ....::..., ,.�'.'..-,.*:.-:.. .. ,:. :.... ,..... ..: : .. ..- .. - .. .... .. w,• _ •, ''*e' •+;•rrmw.. -_ ,�,. - .r.w •"„ . ...,.., N17L Af971t' - ,.:,,.,y:+n,.•' .,t:v ,.n...,:. .. A,wilt., . '. .._. .. ' _..-..__ .. ,...<...- ,..--.. -•--'-,-.--.-_. - . a.- , d;_gW4#��' . 1MIY,. ' !•it .. , j.,eynKu.- O 1 2 0 4M. 5 6 7 6 6 1'o I i 12 13 1 a 1' ,. ,. a �... y 3 ?.o z_ ,oa �r3 � ,ro ^� zz z zr� a zn 2a �r; i I a •t ..e all n . 4v 1•. IAL . ....... .... Wyy \ r :M Richard Brown rchitect,: AI Ll ' GENERAL NOTES I See.v E: d:.:.., �. ..:-e.•.,, . - DEMOLITION NOTES Remove conoele::::. V Removewlnda.v. way QRemove frome wall and me•:. . . Remove metal euro e0 - ej RBTgce swan,doc,o ✓l"C'-h y \ Sq C an - _ �SD 2 � <e> So Remave Ove?IOOd 090 OrC 1rLCe 6k 9' �"./ 6o Remove mferror Part rwr - - - - - - - - - - - 4.- - - - - .�. e»/e 1 -7 / i' _ J. f 6b Remove lmarpr Dott rpr aro�no c%.. - bh ' �. 9c , ("a rc li 71, rtry =e'6e Damolen Palan ar raw +r r p 5. Remave wood home ramp r 90 i� 6n 6e Remove come" <p 6 Remove wall hnnh I.,new t'• 6e 15p l �9d 'v q ve ". - . 66 v 1 •� " 90 O Remove wood fosc o o,0 d-ry i Rp � Re ., " �\ ^ - Remove wooa!asca So i 1 {': - -t'. M ( }� Remove wood s cror mo•erpl l5 \ \ n \ 7 ®� \ ..I //b''k Demo CClymn aro rgOrl' /\VSaIJ ge - ec -� f 9,) s". . >c Remove ekunnp heodeso tl �9� v 6c > ' -.... f � r __ _ _ I sic / � A,� 6c \/ i J -- - --� �) Remove window 1 �� I v v Ba —_ y / b Remove door and tromp I \ I Sc \ Remove door Remove wood Irani Remove octe!ponnp Remove comer v cc 4 .p 9c. a �.,- �t �^Y _"y..•��•� 9c Remove a lwtvres,fmnne:.rnr__ . Remove ceding lues and cabs 'r.: / to Lac a Remove sospendec ono ono Ce9n p +'. Remove sheet vinyl < r5p�\ - -, caRemove rased Hoonng "'Y Remove sink \ r � Remove not water neater I a \/ ' Y,r i ' \�• \ 5 Removem@cnorncpl egv1pmerr Sts 5a 9b i - ® Remove abchk:parol ASSOCIATED BUSINESS SYSTEMS � i CORPORATE OFFICES 7440 S" 9:" I � I ilga•d. :'e 1. �� .. . <c' 6c� -Date_ 74 AUFU51 rn',f _ ItAk — _. _ 11115X04 f Ulawr16y. f.:. GROUND FLOOR DEMO PLAN DEMO PLAN SCALE inn' . l— Bonita Rd 7440 BIIP20000L7580 12 or 2S Al . l " G 14 ig IP 20 21 22 23 24 25 2P 2' LEGIBILITY STRIP " •. '• 'o II iz 2F 29 3C e e� II OI tl ">N130x . 1 4 .1�I�f,�]),19�1�' fIjIIQI��) l I �,�hlrlr6lr��h�lldtlddrhlddf��l hLhll4dl ry,l� l ,I Is f 'z Jim Richard BrO rchitects AV NW 13th Room 305 Portland OR 97209 --- _ _ - 503 223 4957 P' FAX 223 7633 I DEFILE IATI - t iM A O O O O C © O O 2 MEZZANINE PLAN wwuLEGEND A2.I s�.uE IA'• I o' -. Ftnlrp nferbr partition ---1" O New nferlor parthlon TF nel oparW10 to match sxrountlep R�m 6.6x6-6 6-6xE"6 6-bad"6 canslrucbn antl wall lYOb �/� One twuU portlhon -------- Solht Above oFF>=E AC 0R FI .9�WK3M.IACCOUNTS GENERAL NOTES__ {F. �� F1B]WK:] _ _ I. No wohnoN earsinO restroomi.lanifn Ora'Imcge close"except 109 T I . ILIiILII h--11® � C Lv:hT i ® ^�I[F 2Doon no,mLxted are eu n9 b�enro,nll0. OFFICE pPgCE OFFICE OFFICE OFFICE 1 Ix PARCH 4a6-4 3. a exntnp corpeap to ae removes. OFFICE IN IQy I 7w � (_IL61 ® qw 1 L70� I FIB3wK3 FIUWK3 I FI83WK3 F783W4C3 FIB]w4C I F4/F781W2C3 4. See demo fo tlrowngs for extent of FIB3wK] fI83wK3 i — —_ _____— ,y RAMP ewanor tlemoHwn. _.__ _ _._ . . UP O� 5. v oltlmentwrs- 1 FIB3WK3 ter al3r'AFF-J CONE. .� FIB3WK3 6. GrVenb o'Ot b,,vNe of w,l r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 15x ——————_— !� OPEN OFFICE ® ® AR6,� ]. Greenboartl to be usetl at ON wet locatwrs. 1 ® ® 66 Cv/ - B. AN exrsbp pbstk ove,Ireubfion ar wdh a,a roof -- 1 FIe]wK3 0 - _ - I - - � to be cbanM. IEBRAG 7YI r i lel s r 9. See A5.1 top of wok for wall hepMs NPboW 1 1 •IMEN_J• IL BwxBn IOxl2 IOx12 IOxIR SIOR. SUPPLY SALES O. See sneer A3.1/A33 fa extenorebvoM1an. LJ • - - - - ® 2.6 11. All new doors are 6"from oclocenf wall. o 0 7i F2B25'NICI , f2B2WIC1 it Ic8 I r t = 1 - FIB3wK3 I 2a 6=0 L. Dw— _.-TMw o —_ `� —_ _ _ �_ REF b I lir 79 !� N I ( A )Abmla Above V ] �� \� `� gNISH LEGEND B HSM i ADMIN.SURPORT © N / HALL I FI Carpet code 1 Fl9lW1/WK4 N —_f VCY �i„ BREAS wdw - B.p. FIBIWK4 _. ® TJ' A4.1 F2 5lwtvrM h by b '� 1 _.. - - __ _ . *J F3BIW4C3 .. FIB3W4C3 Fi E SRns nb F5 Concele FI/F®WKS 7-F _ s. _- + _ _ 7 �... F6 IEI VCT d b r - — F7 (NJ State Ne H 5'w x Bim_ - ! -- - 81 6'Rubber bots 4x6B2 6Rubber boe � D it 4i B3 (E)Pvbbw bole - W l Pontes GWB-IeaMetl14 '' w2 Pambs GWB-snne,- - _ - ,, b W3UrpantetlGWB-tYP SAlQ1L � I W4 IEIGWB to be POWINd fIBIWIC7 I 3 _ 21 �y7- one noun FIBI7B3WIWU:3 W5(E)Wols-noGtP' P•h'wK3 wd GWB-iopetl antl pemetl/ v, ♦I, _ 15 \ 6 / TA _I HALL 1p-41/z' C12a4 suspenbetl celYlO V T l C2 2x4 Susperoa ceiling(2nd boil F38I W IC. 4.e - C3 E)2x4 Suspenses Ceeng FSWJC6 '� 16 b C4 LE) w sol clure "it CS Pointed woos pbh 'TTI CONEERENrc SMA OISPIAT A. pISEIAY! b F'BIw1C7 � i ,, C6 GwBone rear-uryantes N C7 Polnletl GwB n FIBIIW2C2 FT ` OFACE FIBIW2C2 - lwier 25b Cbor FIBIWICI 17 - _._ --_-_ - � FIC c 3 ' 10 __ I ELK. 12 II Z:I I ■ F5WW55//W6C4 4,- _ b 6 ItES�2 fIBIWIC! _ ASSOCIATED BUSINESS _ OEEICE SYSTEMS �E�BB�� CORPORATE OFFICES STAGINGAREA FT6TRlCl 7440 SW Bonito Rood Em I Tigottl.Oregon 97224 I I FSWS/W6C4 Sx - _- I N04017 C.06 AOR a. Dote'. 24 AUGUST 2004 FSW,,SC4 25 l PermR Issue _ ISDecember2004 LOADMDOCIL NFA • • e • rT�"BT e • _ _.__ ___ _. _. ._.-.__ . ._� Mpl[h Lkw"see A2.2 � �� ■ ■ • e� "�'fTfT __ 'iTi-fT • FF7 .�nl r.+l h.; tOR BRR KAM l LeeelmeeN� Motch Line-see A2 7 GROUND FLOOR PLAPLAN — NORTH t4nlla Rd 74", Of P20D4-005X0 GROUND FLOOR PLAN - NORTH 13 nt29 e _. SCALE1/R'- 1 a i A2.I A/Plem IAM 12/I3A16-I I PM A291 � _ I - L. l 1 � '� b �, III I � � - f.Rl I �� I i luup:n all nl lil leu vop. "T'.ju, ai"' A "-•.' . I iz 1�3 I4 P"I ln;i�e 17 Ile le !t1 zY ea zs 25 2e z> zy aIe e'o 0 30 A IN, ylor -1 yyyy,, •:r<+F.•VEF4/WPweeFiN!w,r .. . _. Ft 4 Rich rd Brown rch itects AI R.P 239 NW I3th Room 305 Portland OR 97209 503 223 4957 FAX 223 7633 ,a __WALL LEGEND l._ -- Existing Interior partition Q New Interior partition nate?)surrounding • � G*ne hOvr pgr''tipr --------- .ioffit Abo•e O OF CG) OH GENERAL NOTES �'JI., No work In all existing resnooms.jonttor and storage closets except restrooms 109.1 10. 2 Doors not marked are existing to remain. - ■ ■ i • ■ — ■ ■ ■ ■ _ I 3. All existing carpeting to oe removed. 1 l i 4. See bndscape drawings for extent of STOR_AGF ;, exterior demolition. F683W5C3 5. Field verily all dimensions. air • ■ a■r Z.20• _ �� a a■rs ■ \ • >• • ■ >_ ■ ■ ■� ■ ■ I ■ • >_ rr ■ ■ a a ■ • �-a-r���. a_a�a� a a■a>! ■ aa� ■ of� a a ■■� ■ ■ ■■■� ■ _� ■ ■ a■■� a ■�_!• ■ ,PM ■ a ■ ■ an 6 Au dimensions are Irish dimensions. Match Line_see A2.2 ------ -i -- -----) !r---- ----- --�--- -- . ---. -- --.- �- - -- x - —r-- -- -ss --- ) 7. rreenboord to be red of all wet;oc �•lors i I Vert.shaft Vent.shaft I - -- B. Ail existing plastic over insulation at ^ns and roc' -- ------- NETWORK to be cteoned. t I • ■ ■� • • tar■ - - - SCANNINa .W SERVICES 9. See A5.' top of wall for wall netghts typically F5W5C7 - �_ - - - --- _ ;0. See sheet A3 i/A3.2 for exterior elevations. --. F581w4C5 - g I I __`_-- I t 1 Al!new doors are E"from adjacent wall. =, I I , v 31 t 6x r Nl�H LEGEND F? Carpet - --- 7 F2 Sheet virlyl ' F4 (E)Slate the 17' I r FS concrete F6 (E) VCT F7 (N)Slate Tile -- j j PARTS 1 ` RI 4"Rubber base - I F6B3W5C3 32 ! d2 6'Rubber base I I - 83 (E) Rubber base I W 1 Pointed G W R-textured W2 Pointed;,WB-smooth W3 Unpainted GWB-one hour I SIeG I r— W4 tE)GWB to be painted W5(E)WoUs-no work C* FSWSC4 SC OFFICE W6 GWB-Taped and primed \� `AGING I F683HISC3 Wire fence. W.NSC3 C 1 2x4 suspended ceiling I _ 1� \ , a 2x4 Suspended ceding(2nd look) C3 (E)2x4 Suspended Ceiling I`6B?W5C3 ], I C4 Exposed to structure STOR C5 Pointed wood)oasts FSWSC3 C6 GWB-o 'u ne hour- npainted r i - C7 Painted GW8 I I � I I I SUPPLIES 33 F6B3W5C3 I I ASSOCIATED BUSINESS ------ - ---- —_ _ - - --- CORPORATE OFFICES Tech area I i ,.._ t i' 7440 SW Bonita Road i n t' ( Tigard, Oregon 97224 t--- - - - - - - ^- - - - - -- '- - MFCEANICAL - - - 1 'VEMA-11Mit I P•oject: x0401 Telt ABCYE i t STAGINGL7601 `I DN Date '14 AUGUST 2004 exoryPerrtiit lstl�—_ 15 December_204.4 t ti I Dock I Dock Dock Dock ------ Ventilation shah i t ----------- _ Drawn by: SRR RO KAM 1 GROUND FLOOR PLAN - SOUTH SCALE IiP t �- GROUND FLOOR PLAN - SOUTH Winita R(l 7440 BiIP21N)4-00580 14 of 28 s A202 .+++.wYrwtiww�wnw„OPI+n+MM.M✓M�-I!/Af.ayM1M!}F'_ ^'.+, Mft'H. -......_.........w.,.-..._.+ray.^1,..v"RCM/llnf+.+-..»-... n""X'. f �- - ...•..,. waw w'UI"h'>r1`n , .tr : ,.. Y . ". 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'"_ p . .Y' - An1priflorl fill on ( •yuY 41 i r9 t v iA e i r, r 71 • ' -f ',. ♦, Y , "{ty7 rY Ott eµk ` , 1 Y q (r, • i 'e Richard Bro Architects 239 NW 13th Room 305 Portland OR 97209 503 2231957 FAX 223 7633 , � o Q o 0 o Q o 0 IjCP NOTES T, See ng --. • I _ - o � bonXrv;1YOe,ono Io[t Wtiw oWw l 2. Upht,Yawn n eustnq ce,"qM we emenq to remora. . . • ■ • • ti • 1 •1. • ' • • ea • l • 1 ■ • ' 1 1 •_• l 1 a J l • 1 JJ_ l \ • l • !f.l • �.•_• l •.t.'.1 l l J. 1 • Exts"cTFlq ono IpMi to be cworw:ono rwweo M AI --T ---I _ nec61{ OPEN IG _71 SiRIKNRE OPEN IO SiRUCTUBE � I � ]. AN swpenoeo cailnq not noted os eaellrq n new J • • — • • AYGwBso!R't to be,Tooth Crvwal oa,nieoLM . SE Metcn IM-see A7.J O 5 R.10loo OCe WrCOls kora AMmSu xon ro wwabuu X" � wso,to repack os rleemsory - - - 14.GL 6. Soeoge bqh"ono Lbs 6om Sok, 02 ono Recwo r,a rewoce (EJ 8 f o+ownogeo measIT TH . O _ _ _ I '. See hwh,cr»oub w+oan sheen tw cmenq tvoe,ono!nene,. W X - - _ O O O ' O O O - -p�II-- H__ 11 P S - - - _ O ' O O � � O � Iw X x � stecwG I UL - - - _ - - OPEN TO STRUCTURE 6 O O � I I - III i _ O O Oi O UP H LM I ASSOCIATED BUSINESS I SYSTEMS I I CORPORATE OFFICES Y 7410 SW Bonito Roof - Cl rgwa, Oregon v7224 141 - - #04017I Projecr 8010 E I STAGING O O O O _ Dote __. 21 AUGUST 2OD/ 11 _ Drown by SBR RRR KAY REELECTED 1 REFLECTEDCEILING PLAN -SOUTH _ j■ SCALE: I/.= I'-a ` I�r/•} C E I L I N G \L PLAN-SOUTH ll mn, P,l " 4,, ' BUP2IMN!Xlf Rll 16 of 28 A204 Cm c`mIIII III-I T,�p nl a `_ l.lOMlfY�i� ley � � a 1 d b 5 � b is I I iz is is .e .e Is m z'� 7R as 2. 7q ze pzn ,.n ao F30xr I, '. . ... :_y '.4(.-r+�+..+:...n+�w�;�ww...y..,.«!«�M'.'ovY �T6F1�. 1 :' �M1WFM1r2*yinNT-rzn.»..ryylryF•t..E,•- _ { i :r Richard fro A IA��Prchitects • 239 NW 13th Room 305 Portland OR 97209 503 223 4957 FAX 223 7633 2 1 Az s a7 5 i hushnq column- 2 6• "---� typ i i M W end twntDl (..•�� "�_.__ I � backspk�sl• water C00W • 3-C-4 3'-0" 3'-0" 3'-0" 2-3" 3'-0'' 2-0" 3-01' Dishwasher enriosure SEE CABINET SECTIONS 9 KITCHENETTE AT FOYER 8 CABINET AT BREAKROOM 2-4/A2.3 A2.5 SCALE. 114•'= I-Cr A2.5 SCAT f == -- b _ I Cil b NORTH EAST SOUTH • 7 INTERIOR ELEVATIONS 'd WOMEN'S ROOM 109 Plastic I�minote Countertop _ M orioe plywood sutastrate—� h Plastic lommate apron 1 ' 3`x3"x318"steel angle at -- ` front edge of counter secure to stud each side - i I _ 3"flat bar eo.side of ----- , O s!nk and outslafl 7-T SCHEDULE edge of tour 9r �/ O 3-0"groo bar _ — -- Secure fiat bar to stud -- - -- -___._._ � -� _. ___ I E,�to itoor / /1; _ Dash lines indicate knee __- T F" clearanr_e udder sink I b. � � C. I I I � �. �3.b'grab ba, - _ �- - - Provide pipe Protection -- c Double fol er papa{w; she+ a!exposes pipe under sink NORTH �` i SOUTH WEST O 4 high metol partition O6'high metal portiffon COUNTERTOP DETAIL C RESTROOM VANITY / SINK 5 INTERIOR ELEVATIONS 0 MEN'S ROOM 108 `� 3C"x42' mirror A 2.5 Al A� 5 SCAI E I It 0 w - --- O/ Soop dlspe•iser GENERAL NOTES A. .•enslons are to face of f r!isr,. I 5'-0" tYp• 2. Field verify o'I dimensions shown. 3. AN new doc.rs are b"from adjacent wall. ta Q I 4. AN painted GWB to be washable. i S. AN base Is 6"rubber. o `-v 6. Door swing to impede 5 turning I r_ 0 ----------� -- � .od+us by t2"'or less. I O 1 .n O \� � ) Y I i' io "' _ _ — "� ASSOCIATED BUSINESS �° SYSTEMS _P _.___.___ \ -' '♦ /° CORPORATE OFFICES I _r_ab net with 2 odj shelves L 440 SW Bonito Road tYp,cal P.t upper _ - 5{ '' ♦`♦ I J Tigard. Oregon 97224 tabinerwith � --.._ -_----..--.___. � 2 ad) shelves -` , Cabinet interiors -- _ ,, WOMEN `� --^_-.-- MEN -- 1 to be mekarine Project: x0401 Date: 1 DECEMBER 2004 T brushed !lklmirv.rm wke \ I , .' �4 , IZ ley l o4- Pik 0 pits i r --P.L.caitertclp _-_ 3' P I. borksplmh — _-- g ;o S.5 sink-- -- -- - � - _-------- - --------__._...___ P.l,IraCksplash P.t.counter--- -. \ , • --Drawn by: -_`_--_ SBR BRR KAY � 4 equal P l drawers - -- -- --- i adl shelf b _ RESTROOM PLANS No cob"I bon --- _ I AND ELEVATIONS - _— I s.1 _Il - i►__- __ - - -- ---- -- __.r __ ___ - titmltu KkI 14411 r•e' til lP2l►n4-005Ro 17(if 2R y y, 1 RESTROOM5 1 f?8 AND 1 U9 BASE CABINET _ DRAWER CABINET _ ... ... , , .a. , 3 _ _.NK CA INE t .___.. .Alf - 1 C A z SINK —. A Sr_AIV 3/,r t tr --- A2.5 Ai! 4 1 A2 S Ail 4 1 n A2.5 112 P a A2 ,05 A2.5 Restm Plans-Revs KAM 12113/4 2.27 PM 11, �' •Tc.-a'�1 ,�.�A•'Y"'!s�`'" !s'�,at?rk _. _ .. . .,... _., ,, ,..-.,, ,.:. >rw!� ?MrIM.N�a:�Y•ak,� - :�. , �, J...,•. _ :ua: .,.. ......s, kurus:v:�!YK'� , , - , t-1 I �1YsLa�;k;rah,;.:�,'t+A�sk�MllkJ!�nF�"# I�A4?tC;� i17�V'F,'�+•tiAfr:y0,y LEOI�N RY STRIP CfTi I tt: ln.l.rt1 lif ll n ttulutl�tlulnl,I,ut1,+rluulunll1117 1 Idltd.l 1111 i 6 l I t lit 1 14 I is 17 is 16 2G 21 2,. 2,3 24 2 2e 1t. 2p ar, ,: 11►.f .n ! 1 ! lox, . 'dµ t�7ry• +4'ii'il r, S , i i h I 4PON 0 10 Tuesft 14BRIOw 114.2W/12•:16 W roi�x Brd �iAArchitects P 239 NW 13th Room 305 Portland OR 97209 503 2231957 FAX 223 7633 D q RIC aw..1^1 ' Sknp,arl Wu•IB°o.c. t •NI Darapst I 1/2'oNwood / www yap w+m rtlbanwnaxool uls2r»-lap memtran. ow sotto metaioru�at C� J COO%MhWp with rodvsed- I S' 10• I teamed dr1pR 1 I - Sheetn:-,olsoKl I I I CorAruous clear _ _-- —� Cut bock lel ovetn np Metol saep @receprpn wMcr axlends I � '� __.��— - Parapet _ _ _ - - _ _ _ 2'BLvvoncl face of wan 1-C lel 2xl2 olocknp ll 1 s 2x 12 bock i, sa conopv rlanwtxvn not e , i ash Por canopy Inlomwipn not noted.see.® 7 �I lel fromtp/new kamn0 norad we p sra�lenwn e _ _ I -- I' sl I MetapondxtMp— �i �i 02e ox. II� 1x1313 lei 2xl2plt 2xlc kan ap vp ,, C2lac i J< nel panty wenw� Bat ro metal panel--tee+rn lw� - lel skueMe Bap ro rtrM panel I Gah.wows wlm I!I 121 D0 . ne.O a nope _ LL)♦pm. wafher lel Parapet homey la)fromnp � li - ('- t I Ib- Roof arae/- 4 lel molbp _ _ _ _ -. _ an Sffd 6 1 L . - - - B.O n i bmh 6ashtW \ Well .. _ with rOaufea dna J fluty metal soMN ppnM JI C��INP.1 I i- Pacr rol.,T�r. fee smutaral—J Root dray Hole.3.1/70 4beom - Cmrnn Recessed Nom For Morn a not no W.see 6/A2 7 Pa�nro,mo+v^no•+w+ea see 61A2 PARAPET CAP DETAIL. PARAPET SECTION a NORTH-SOUTH CANOPY SECTION AT COLUMN e EAST-WEST CANOPY SECTION A2 6 - - A2.6 icor s h! SCALE: 1'•1'8SCALE: I',I'Q 8 se, 6 6-5' 2 17d 1?! .- - Sign by otMrs B — Pooper acme7.0.Puap_1 j :ce' .7TJTT�-— - i - - - - - - - - - - - - - - - - - - i T I ^ I IF NATIbL ABOUT SERVICE Tell Wing wppatsupp ^ i I I I B.O.Parapet/SofRt . . w -_ I I - �<Iw� r .T I I� ' i 37'0^ t I - TO Sbb •r -lel 34 wan � I Conf. Room EAST ELEVATION r4 NORTH ELEVATION 3 CANOPY FRAMING PLAN (see Structural) A2.6 SCALE. 114 -14 A2.6 SC V lie= I ASSOCIATED BUSINESS .b scaE SYSTEMS CORPORATE OFFICES Poropet above - _—CPtIRM INa.! b Roof dramB outlne of elating parapet AB [- Sheet metal parapet can xJ to be cut bnck� slm. 1'fOlepf: 004017 1 ____-___-__ e em - - :*7E �Ie LRD I ielRD I , I y I 1 - Sheet metal pampet Cap - -*Ah metal soMm ------ ---_-. , Im i Drawn j ---mRD F4 1 - -- pl MVAC —lel roof holc'I j Sheet motel parapet cap ENLARGED ROOF PLAN/ int-Boom r-- Pomp. aba.e I I PY P ! AW S mm 1 7,11111 O1!P20D44XJR11 RCP — Y ! — IRarzR 5 lour Iri: I rr e RC OF PLAN 6 3CAIF' I1R. I'0 — A296 AJ V Roof Canon,Plan W94 12/1QN 12'A PM Ijwfi, .,11r ,1.rI e173 are ,Ia_ ' 30x z 2. Z9 Jn {lot^ 1 IIII­pm Mpg I , h r. , . ... _5 r I • A2.6 Roof-Canopy Pian BRR4 fuesday,Cecember 14,2004 i 11:51 AM Rich rd Brown rch Itects Al LLP 239 NW 13th Room 305 lb•• Portland OR 97209 r 503 223 4957 FAX 223 7633 - (e)2x 12 blocking 'T- Outline of stool below - -- - Steel column - Existing wal t metal stud (e)2x12 joist 2x blocking Hot channel For conopy information not I 1 Aluminum panel Flush metal soffit- � �noted,see - --- Metal panel ~ ri' I P N a NT R P T T Y SOUTH WA TO SOFFITlo'Ic's' Au RE TIO C CE E OS 11 ENR SO Ll A AI Al 7 SCALL. 1"= 1'-a' 1' ------ - - - 2x5 blocking - - - — -- --- -- B.U.Parapet 1 2x6 wall - ► Existing wall 3-1/7'metal stud- 1s PARAPET TO WINDOW DETAIL_ - -- Steel column---- A2.7 I,-0•, --- Metal panel--- I i Hat channel Metal panel y I 1a RECEPTION @CENTER POST 13 ENTRY SOUTH WALL BASE SCALL I - i 0' v A2. SCAt1 I . 1 U - -- 2x6 wall— 1/8"vertical i.it channel i Metal panel -- ! (e)stucco 12x blocking < Box rib metal panel -- 3'1/7'metal stud wall _ I!t Spacer- - I Metal ponei :/Ei steel letters and base----}--- 318 x 4"goly.lag with < 2x blocking -- — \ lock washer 4 -� j41 5•l7'exterior:trip fluorescent-- 36"o.c Alurninum panel - _ Door frame le! 13) 2x4 past - - - � I • < (e) 2x4 wall I/? sparer(it ends of fixtures- O (e)stucco _ 2x4 wall Steel post -- --- -- 1 O ` • " (e) 2xCwall 11 RECEPTION/OFFICE WALL_ DETAIL //1,, ' ENTRY SOUTH WALL TO DOOR 1 A2.7 SCALE: 1"=I'd" ---- �+� ' Al1-1/T0 weep hales�24"o.e. ---- ----__ 1� NORTH WALL/FOUNDATION DETAIL _ IAL i -- ► T 1x Stool Gutter strop ---- — - - Steel column P - Stool outline below- - 2x6 waN--- Structural CChannel Ilk Outline of beam - Hot charnel h Steel column above _ .A _ -4•._: Metal panel Metai panel -- - Galy.gutter - 2x blocking-- -- 1/7'plywood I t + Porch slab-_ Aluminum panel-- Step 2-1/7'metal stud---- Pointed metal facia Canopy drain ----- �F- 4e)roof drainIf RECEPTION NORTH CORNER a COLUMN SECTION 7 RECEPTION/ENTRY PORCH DETAIL / „ A : I".1'0 SCALE: I-.1 J-chonnel soffit trim Flush panel soffit — --- - — Hat-channel furring - Single membrane rooting Tapered insulation Metul pan decking Root drain -/ - $ Parapet n6 7 NORTH-SOUTH CANOPY SECTION I I! - ------ I� I� IF-=-----;� SCALE: 3.. I-0 i L T.O.Slab -6 1/T 1'-3 112"+ 4 ' 1,14 + 4'-3" 4'-3 4'-3" 4' 3" 4'-5 114„t ASSOCIATED BUSI"vESS • —Parapet ,hove Canopy otxve S Y S1 E M S EAS? !'hNEL ELEV. �4 _ NORTH PANEL ELEV, 6 CORPORATE OFFICES :y SCALL. I/4" i'•y -- A?'I SCALE: I/dt" I'0. -- 1 l 1' N N - i - 7440 SW Bonito Road -- -- _ Tigard Oregon 97224 Project: #04017 1--44 FA;7 ` -- -- -- Permit Issue: 15 December 2004 I 17 12 15 I - --- _-.__-- ��}�� I 1 21-61 t y 5,41 5' A; Entry E e 16 T-, TB.O.Canopy — Reception N I I wI I -� --- --_�..----- a x n - - ---- ---- I Drawn by: SRR --.- - g -- -- — - --- - -- 1� T�.s1ar _ onf R m ENLARGED ENTRY - Parapet r�L�oye PLANS/C.l E T� M �.5 Conercfebase _... __ ! FLOOR ELAN 1 - - ---.-- Bonita Kd 144U -,� FAST PANEL ELEV. �' a I�JORTH PANEL ELEV. _QT -" All 1 4 BlIP2004-00580 __.- - _. I Q of 28 ALE 114" 1'17' -._—_.r_ 7►2.7 r Alf 14 1 rr A2 { • .. ,.. ' •. �,..-.. ., .. .�.... ........:... ..1 k'•O,MMiW11Y{�O.r:iVdC¢r4��r�. .nG.iWA.tli.. ::,_i.. �,.. 1- ., ,_•.....+ew,..�a..+...�. .�*W d • .. ,t '� ..... i . l III I 7 ', , , , , I, "l, .,�vW.•'1e4V10* - .. :,k•il(•Y - s J„ I ILL LIN JN ILII LIN ILII ILII VIII I, LI III!1111 Illnt:1 ,I' I rl, 1l h�et+ii Cr'T RhM xsPo� "u I t �, l , ; III, „I ,I l It , Nj 111 IEC�IdNLlTY STRIP toiln�.i en I 2 2 3 ,� .� 213 r. c1 i V 9 tV f 12 13 14 I� 17 I18 LE 2(' 21 2' �n 2 -+iS r nr} 14* *vice - '�• `�,`4 'fTt {"N • p r 5 f. ... ... 01, l tY JLJ'JJJj-J'­JJI,1'1IJ'1' loos i2 I,. • BF'chard oWQArchitects AILLP 239 NW 13th Room 305 Portland OR 97209 503 223 4957 FAX 2237633 ti. WN KEYNOTES vSbPalr,teU I elai pore;systerr 0gc Replace damaged siding to match existing as directed Uy owner �d Lncolume corrugated metal siding <9> _e Repace/Intill metal siding to match existing <7a)` a Zlncawme sheet metal parapet cap 0,b Flashing Aluminum curtain wall Aluminum storefront window Com) Aluminum glazed door • <9>// Aluminum window(replacerrent) n `�� H.M.door&frame <9> Point(e) metal siding <9> b Point(e) stucco Sign under separate contract T O.Steel Frome iLI a I I WEST ELEVATION T.O.Steel Promo- — e —� �— © _' --- - -- - - - - F ----- -____--_ ---- 1 - i T.O.Slab _ i v ASSOCIATED BUSINESS • SYSTEMS 1 SOUTH ELEVATION CORPORATE OFc=,�.ES , A3.2 SCALE: t/a•=t•-W — ----- — 744)SW Bonito Rood Tigard, Oregon 97224 ProJect! 4040' • _------- --- Permit Issue: 15 December 2004 ---- ---- � I -- -- _ -- -- — - -- T.O.Steel Frame _ ---- Ah El II n�rw�r I'i III I Ili it IIII I I • I — = _— _-_ � - - ., �I I'I �I III �`� � � •.�,,,¢, ..,,• Drawn by /KAM —�-- _!—�- � _ ��_ ili'III'!i I I III III• Ii / BRR i r = _ -- - �l I I ►If !11110 ISlab TT • \ ,5� 'l l8e 01 ,- Outline of existing sliding door -I Se -- &track to be removed v � ExTEr� 10 ,� 1 EAST ELEVATION A...2 a x;F ;,q T - Ittrnita KIE 441 L F V A T I O N R1 T2004-005810 21 of 28 a A3492 F �aAuai+cm!. _:. r.r*ar4�1l1r�NA -aiC 'M7 %,14, uryhtbyPlM'!.:f. . ITM 'm LE081?y11 iTY s1' C 111 l ""I"' � 1� IIIIil. I:. ' r IOAw�.lcr. � 3 � � b � � d IO 1 1 12 13 14 115 17 9 Ig 2p 1 24 23 26 P 2E9 ?Q aC : r 10 • �.�1,^I/ !Q{^. , `n�RM� I I R! , �..tl I�i{r�I.Ff.'I�:FI+iJ� I A�,l I. r�.l 1 �IlflYfi�R�� ............WIT 4 It I' "as 'wr•`nL9•fMM�.,gIllYn..:n�:�.yyyµ'+..n,wYlr.SVTs • K...rw.� r. .. ., .. .. .. r ..,.. .r. "FSS'7. .�.�. ...5•„ : Y'nd. :..Pru• al:.u .4,L I r,. r .. W Ilk r,; t � Richard Brown rchitects Al �. 239 NW t 3tr, Roan 30. Pomorva CA 97209 543 22.31957 FAX 223 7633 i 4 I - .. a1 � L N — » • i 1 1 wato�^.e ,S ; 1 -- 1 T.O Rod i. \ , I dp 1 1 1 1 low 1 -- I LA AV 1 I I � 1 II 1 11 ' Y J r ♦ r WALL SECTION s WALL SECTION 4 WALL SECT100N 3 WALL SECT;ON T LL 6L t 1 1 1 -.- 1 r--� fit 1 1 1 SIC)CTN O�ICEb 1 gIQR1F w AFN x1;F 1 1 1 I 1 - u ---- --- - -i ASSOCIATED BUSINESS SYSTEMS CORPORATE OFFICES 2 NORTH-SOUTH BUILDING SECTION 74A0 S%N Scwfito Pon::_ 2' TYgol'd JfCgor v'r.L OB OD -2\ ��E OG • , - . Perini Issue l s Decemlber n.,,A , 1 :STV.f i Drown by- �I KI►N } nrI*Room ♦ r Imm WALL QEGTI , N PW & BUILDING EAST-WEST BUILDING SECTIC)N SECTIONS 1 , &+enta Rd `of:I A4 * IF t n....wa-. .' pfr,o., pl 1!r1 .. ,,y...,_ .. ' a.MR1%' '^.'•. •ma LCT•RwY�/�i�ly� Q I is 3 ♦ ,# y 40 1 Ism' 431 i♦ 16 '? $ nP 2C 2' 22 i?_° 24 2'R Ci• 4J 't 4 t '��' . �' rte � r � ' 1'� 't�^'.`u � �'Cr✓ r — — - w Y' ' t ' 1 I . �71 �.i..�I tYJ 1y yj)t.'.. �,ry r. t a.•, w I I ,I • „I >F _ ym f, BRichrow _AAid Ab R�,rchitects 3th Roorn 305 a OR 97209 503 223 4957 FAX 223 7633 air r •. 9-mala tNas of I6'o.c. 1-Mad 5/8'GwB 3 SOFFIT D :TAIL — . 7-fool . vrrcaf compesswn sBvr SEE IOP I WALL DETAILS F AND G \ r • FOR BRACING AT IOP OF SOFFIT Me wtla Insao Y My ntm aaC/1Q w(H �--GWB M IWpnl W+oMl to doss lee �—6"metal sryas at 16".C % W b rods wl+We vM6MO _. . - - - n e 11 rc0l wMe+CINa/ea u° no 12 Go harper xYe braces of 4d O.C.to be Onop of mat of 45 degrees mn of �—Tobe 1061.sae slNCMaI W GW7 5A'cwl IphrMronll/r Of barb RodUsonpb-lop OW bonen -' sores of at tOmIng wlre-tvp II -Ugh,go,qo Lldrple —GWB CEE SW 'apal j�Ill �a Sospewoo cera Mon Nmer 0447 O.C. \ MNafl4df rr 16'ucc i '-Y--Mora sNaal!'occ _ __ •_ -____1_ ___ — Lsapwla Ha•M. s+4d oc aro edeMwd ��aa�irMWaa caVq wrdxa l abn»Rro M wrw..n'e1Rq I Shm as needed q q / �\ - � ___ .._.__.. ... ... . . . . . . . ... ----- � _ soma bate+ r< ._.._ .. .-I . - . .. _ .. _.._ .-_. --Cross red02d oc.a ♦� I ♦ O 1 �� l v_ I'.Q o.c.as ewwn r NOW 1. AR 24"x 49' oflrp tight fames and 24"x 2r MVAC or rognte•s snal as supperwo by mnhmpatm of 121 hanged or cor osne caner C04tV system Largo at gd'o.c- �� t• shol nor W VsfN<Mar+saaer C{banner-- - - I --5+epwbeo Carly Mile fcyeUx.A ^� \—snceraca -ewe..*e.e+cheaxea 2. Al nlerra wd dna cadre hrinhes shoo be nsfalea to c1p3s A rams spraod. I ` 3. 45 depee brace tyres dna compassion srVdf we to be provlaeo orgy Y b"mend siva at Id'o c (OYER pBPLAr �'� rogUired by local Wibrp depanmenr, GwB or son SEE STRUCTURAL SHEETS FOR STRUCTURAL INFORMATION WALL PARALLEL TO GIRTS /\F WALL PERPENDICULAR TO GIRTS : T BAR CEILING DETAIL T LOBBY/DISPLAY SOFFIT DETAIL G SCALENIS A$.1 SCME' II/r= l 0 SCJLLE. 1/!+I'd SLUE !1 Fatales moa aYerq- _ hlrool --__ Fir., - - -T' - mr+ o4t a•/wal ND'----� bcalan M xd EtBRrp Wal I/7 Pqy o,, Lep.d'merafAA to \ `\ RI 5TA0lANDNG d'mala s%rdf d 16'o r tDm barxM Ws �Ne« nealw - I 1Ype%GWB — 16.6.0 r, fna of t°°e sevcnad B'16'iod o.c tl+ - -- 16.0., �dAfF 016"o.c. 1 ----N+ernro oapalo pocmp a• �e'{Y A,Pp. - 4 ?oc 'o mocMaabn» V F SIB pob+om 7 �/ 5/B' Type %Gwe L—SAr GWB 51e'Gwllone aM 19 cef of ltd—�--- Mara satls a l A".C 5M'Gm eocn floe -_. S+nperbetl cera ra atleaW afro � - - Mala++utls a116o r.c �_..._.- McIaIMQaI6'Dcc Mala shlQ of le occ Samtl bOrrfNP i wKKndea mdn0 ---SIH'GWB as �e pisrcE Meld finds.1 16' o,c. I' --sound hwbnm ^m --_SwrW'nuMear Na d'Mafa sM1s O 16'o.c. 5l Gw8 auto aU ASSOCIATED BUSINESS F OFFICE LID —E PARTITION TO SOFFIT D OFFICE LID C LID ;g RESTROOMS 108 AND 109 9 LID @ I HOUR 0,_�TIITION TO DROPPED CEILING _ SYSTEMS SCALE f'= ry, SGIE I" SOME 1'=Id SCAIF sulE 111, UL dU419 CORPORATE OFFICES 7410 SW BorWto Rood Tigord. Oregon 97224 Project: 004c l, Date: 24 AUGUST 2004 5/B Gwa �— �L'IAMIT �5 DrcewpH. 34 Dzbb 2t6 of 4'd'o.c. GWB eo:h We of was I Wall T ypeLegend �- Ilow 5/r GWB orb IbYer S/L7'Type%GWB 2x6 0 3'-6'Oc.. verecaly Moto'sI Ws 0 I6 .c,bntle of Porellan - I "W S/B'Type%GWII S/C fgYEl psle rde I .110dirdyfoll !090 slobb I Wsld each sbe of fro PW meta none 6'M4401%Wds O I6'o.c. Metal s"s O Ib"a.c 6'"lot slvch O 16"ac Wol ConslNctbn _- ___ _- Sound ban"fublbn Sound ban nsubflor Top of Wal CoYSRhn Mofc etnning rINd RBf:IR OI 1s*ale. __— _----. Cotnfparorl metal .1 tr clhess same ban basalar % �—Stutl s� iT. +n r L l SBR BRIT CAM tole a otter 112 114115 a_ EXISTING EXTERIOR WALL s - INFILL PARTITION + _ FURRING PARTITION s_ PARTITION z _ UL# U419=ONE HOUR wAll TYPICAL PARTITION _ Stud Depth SCHE +'�I'd OSALES BLRLdNGi SVUEE f'= 1'R SGIF I"= 1'-R S4 I'* ;I SCALE I-- SCALE WALL TYPES 2 7 U meta star SOFFIT DETAILS ' WALL - ` A, 1:1. x ,1_; .. - - A5 , 1 d" ). '•.' . _ .. ,_...,� .. ..^ "w^h^e•9+ele......r......._ _« _.._1111_..-...._...,o--.__- 1111 ., �._,. ; ; r 4 I�a L.1 - emal..ra.e Zaw�a.+lwrwr53 .zh. Ix •r✓.r.ePR. =ae. p� ,c �I"�1q' R I 3 A i ! S b b d a a Z , f �- 30 ..+,erre+wminel+aonl�.rw«r.oet.+..'.,r..-11_1,1.;- - ...-_w..,.. r lei 01101 01 1=- - .,. Ille, 7 . . . . _ r ' 4 I • r i Richard Brown • �rchltects AIALLF 239 N4 i i 31h Room 305 Portia,td OR 97209 503 223 4957 FAX 223 7633 OE MsxAatiorn de.., Panted GWB ;_ M�rWnurn storefront j - AYurnorl staneir-r,t let Gins fm estorr ctorwindows /�lil r alere.tary wresows te)lrnstWAan a:krifr j t fLll ., • : a � �� .vnte< Poll GwB GW6 •I :+'1:��,-''�-j t't nt�-,1N _Tfrt,.J•�T{Xr�-i_� �L"r jL_'t._.Yil'�,v2:-v.1 Y:_i"6�_' :D1�1i!' a t,I•�,'�1,.t,;e y�p�-.lr r._r.-�+I,I4r'� Pointed avn'.(te�,�dn . r fi\t Y.% j�-Ot --•r -«1'rd";;_r1 ->-.1 , Paie.. GWB GWB _PJaln►sa� ';— _--I \1 —I -Y�_1A-'►—`1N=�.M--�"'—."_'. _. � �-P—a_r �+ .n N\ ed 04GWB rWB /PGWS 1 Panted Open GW8 Goer (e)Hecttid Pares s Rubber bra nje f ADMIN. SUPPORT WEST ADMIN. SUPPORT NORTH 0oafrome.p,o .,t AG C sc� DF � ROO fro" Pony 12 ililillilljlll IF +e)Roof 7n Paried Paited GWB GW3 G _700,0.0010 Parsec WF + 40 Punted Gwe 71 6 SofiGWb 41Pointed GW ,f Rubbebase t!. % borne-"I' Nrn►wn cixairwal Now dX icWfererCe rpm �'b► o see slc�twd TLOBBY NORTH INTERIOR ELEVATION LOBBY EAST INERIOR ELEVATION J .FLH .rt ,-•., >...wr•...n..,�.r,.a.rw. Ar-•._rw---._,S„ SO—.+_4w !Ii-ronrtC�'a�-w_-R•_ I-_ A- 'TE -D— —BUS-I_N-_- SYST —-E-S _-S QG CORPORATE OFIE _S Painted 740 5wBor. -_: ii ,, Project: #OAC;' Panted Painted, Pointed Pcfnted GvB GV0 GWil GWB 15 December 2004-. GWB soffit Panted Pdoed GWR --. - - - RksofitPoatedGWS t;wB Drawn by: SRR/ UM INTERIOR; 01 ' fRubber ELEVATIONS l♦,mta Rd 744(1LOBBY SOUTH INFERIOR ELEVATION LOBBY WEST INTERIO'Z ELEVATION A 6 A'1 A ......... ro s .a to la + r . 2e Pr 22 23 24 25 as a7 2 <� =c 0 C* 4 i dill w , '7 Will �i . ;. r Y'n juiLN tzh?i iliilirMa!: `ilMt?� 1 IrR ' 41a�4l��r F?3a�6�' �, _ 1' `' � � • �h • 4Y• r y, Richard - • Bro t rch i tects AIALLP 2,19 NW 13th Room 305 ,___ - Portlond OR 97209 503 223 4957 ___-----�` FAX 223 7633 — —_- T.O.Steel Frame • ------ ---- �_- __---- -- - / ~ --19-2" _ i[ I C I ` ----- (e)blanret Insulation I I WINDOW SCHEDULE I C Window unit Sizes Location Window type Insul Temper Head Jamb SNI Notes G DNall WON Def am Hor¢ontal girt-� Eley wxh A 24-5"x 4%T Admin.Support Aluminum State Front 6/A8.2 51,'A8 2 (e)ngtd steel frame E 17-4 1/7'x 7'-2" 'Reception Al-Jminum Store Font • 15/A2.7 9 1 17/A2.71 1 a A2.7 r C 3'-7'x 7-2" -T'- " • • 15/A2.7 9/A2.7 7/A2.7 --.-. Store p- 24'-6 x 14'-0"_ ( WON Aluminum Front • 3/A8.2 2/A8.2 I/A8 2-- - Store —_ – -.--- k 3'-6"x 14'-0" " » • - » Y » ---- (e) Ibbed ryietal panel i X13'-3 1/x 14' M Y » •• • 11 N 'M »-- " " — ---_—._. __ O 43'-0">t 17-7 Exterior Foyer_ _-_ : Aluminum Curtainwall • • UA6.1 --- 1---- N x 4'-6" Break Room Aluminum Window - 1. All dimensions to be twid verified _ 2. Windows to be caulked,pjskefed or weatherstnpped to comply with UBC Section 1312 1.1 _ Z-metal drip flashing 3. Extruded mumu tum beats to be used for ext.stop 4 Windows to meet Oregon bnergy Code requirement for max.U'-Factor 0.54 and max shading coefficient 0.57 Bccrer rod 4 HEAD DETAIL a. CURTAIN WALL 43%0l' 3-(7 27AT I 1:t Eq. j� Eq -lk i � •!, � ,. -iii " .i�• 4 s4- (e)nI steel trome lot .1-uionnel drywall casing bead - �}� �; ,tit!• ,i+' :jlr rpt' i I 1 d rywoll (e)blanket insulation i. 1 ♦----� -- (e)tionzontai girt lel ribbed metal panel - ---- - --- - - - b Z As - _ — A J-metai finish Doui-le B"steel stud trimer --•------' I Ijl .fig . _�_ � O ,r _41 - Ts' s JAMB 6 X 9 16" A --. , t' - _.-- --- -- 3 6 J<:AlE. 3 3 07. El __. [ _ �� L. -- [�__-� ASSOCIATED BUSINESS _ _ __- I- Z r- � �r ►----_____ T - �-- - SYSTEMS i ------ I – 1--- CORPORATE OFFICES �I I ,�I' 2 VERTICAL NAULLION 7440 SW BonitaRoua • , I I 11f I nu 1 SCAIF t'-a' ---- Tigard. Oregon 97224 a" 0, _j \0 0/ L L_J -' L- \ I-�C "i _�� \ C L_ - - Date: 24 AUGUST 2004 L_ 04- 9-61/4. ------r�- - ----- 17-4I/T I (e)rigid steel frame �— -- — -- ---- 3'-7' Eq, � Eq - -- ---- 16 24'5" y' L ------- _ t _ T.O.Slab� KAM - - _ _ -- - - -- - - -- - _ -- I sx)s,6 Fa —� Eq. L 1 g _ Drawn by: ;tt/1� N 1L Ct 1 • , I I, ELEVAITI NSI Jo __ CHFDULE Honda t(d 144t I [\ ) F111P2004-005gu { y SIIL-DETAIL Ccs CURTAIN WALL z_ !�� � n.ternoeredgi:J55 -.� spry, { i' -'_ �Aa 1 W!NDOW ELEVATIONS A 8 r "e, r. •rtr �r �_ y w�., � 7.'rl� >' jfir,. .v .,iTe:^',+� ,. C,,, �. r,., .,_::.-..,,, -i w„'s•. I:- ,w .,s-. r .,.,.t ./r..4-. C .in(Y'. .r.. ,:�1}Ij`` ry.,, a a Y. e M. .. r... r.4. II.i � ,.. � L t 1, M, i I, ,e�, l i, , - ,W 'n 'nu+ m.u„ Y,Y '.r•r ,.�. �! �P.tl .Asa�IIP.P� � "�'kF .+?�+t :M. �,,¢� i�i `'� ,,> , ,-nvr I N _ �v�ni•. . :�al�ragb rCMi6w'�. Ara ,maw rn,.,"�irrsuYl •n,..r._ r....-..._._._..0,. _.•,r..a�•„re•nYw....r.,.... .a,•-..n.s,•-r.�•,..,r auay.erw•yro-�.,,.I,.++. �r .� - .- �'� Y4j, . .., •..yM.� . .,7}�r.,R,�,/�Ir,1I,�,•,IN1w,AIa�.�►,�'lr/rlry ''d,• _ F ' b_ •...• .n.,_.a,� ' r.r. .. r..-..r„4!W1rr•t.,:� 'r> ,.. '�.;:. -+.'•tir ...,, .,� .�. .r r; -�lrll� ._r. ti- w,... .. I �}I�r i ,l I' 1 1'.i�l II, I�'•4 Jr.t „r:,�,t7: .�, !�I IInit B . t liliL 9TRIP -Z" m s1af- !� b b 6 is a'd° :7g': ' Zvi ' d 'r• a: w t s> 1;; 1��3ti', a to am 3 14 9 d 0 7C 21 22 2 4 2- 5 29 �c_1 1 f K 4r f. , `':l1r' 1+<rN n.fl:.�a� �-.L'VAn'tL(�J C��r,9;�:�Ily' t :,tG,C?� r. - .. , ..s,.r•,a.v�/•.U.�eikA,'' .- r ) MOM ,r. 'ice ,, � ri I Icy' L4 1 (1u1. , fI tb'N^ tj4 ' C t eta 11 1 i 4 71 • I hr"1 Richard Brown rich itects AI LI.F 2sy Ivw I illi kourn 305 Portland OR 97209 503 223 4957 —'-�� FAX 223 7633 Lo.----- 4 ``AC, DOOR SCHEDULE 1 . 1 A-0oor T �..._.- YPe Da>ur !)aof f1Ze(W x H) Location Temp Fire ram home Push Fanic� leo er�CIo►a �� No No T�pe ' 7.m unless notes) Glazing Rating Bev Pull Hdw. ' - • 1x A Alum storerrer.r pr 3-0'x7'-0" Entry ! x Storefront x Note M7 TO Steel home A Alum storshrxst 3-0'x7-0' _- Foyer _-- x Storefront x x __ - - •• - _! _ ""'_._---__"-_.----------- , _ - &v ote 47 _ 8 yHollow Metd �- 3'-0'x7-0" u Sales Hollow Metal x x _ fJF i Hollow Metd 3'-0'x7-0' les w 1 Hol Metol x x -- _ _ -_ B Hollow Metal 3'-0kl_-0�- al Hollow Metol x x i Hollow Metal 3'-O'5X'Ar Scranning Services - ---�+ Hollow Metal - x x Haeonfa!girl .-._ X ,'-0k7'-0 j`e;race Exstn - ---- -- --- ---- --- _-x- Nots M7 S.C.Flush Wood 3'-0x7-0" 'onf 125 ' Knockdowr_ j S Flush Wi3od 3-0x7 0" Foyer -��- Knockdo^n - - -- - �1�07 C Wood/Fur, - ____ 3'-0x7-0 -- Cant RM i3 - -- --- - Knockdown I S C Fivsh Wood 3 O5tT-0" min Services Knockdown_ - __ _ _ "_- ng !e;rpld steel trome -�-..�- -.Y—_ x ----- (e)ribbed meta!siding C Waocl/Futl ht pr 3'-0x7-0"__.a ___ _-._ Contortf Rm-- ^___ __ x Knockdown x _-- A J1k,m Storefront pr 3'�'kT-0"--�p;�by A x -' Storehont _- .-x A Alum Sta'efront pr 3 +?xT-0 Display B x Storefront -t -x - r- -- - _ B S C.Rusi^,Wood pr 3'-0"x7'-0" n,.r,lay A Knockdown --- - --" x B S.C.Flusti Wood pr 3'-0"x7'-0" -- Dfsplay.B _-- Knockdown z x -- B.O L ani le - x - % - =.__. B S.C.Rush Wood 3'-0'x7-0" (Conf Rm A -" _ Knockdown _ -, 11 R S.0 Rush Wood 3'-0'x7'-0 �Adr�Services -�- -' Knockdown x y - _. 12 B S.C.Rush Wood -- r 3' ?'0" Admin Services Kmckdown x x 13 B Hollow Mead 3.0'x7-0" Electric Room 113 ISrrth •Hollow Metal x x -- --v-' *� i-metal drip fleshing -- -- 14 B HoNc•w Meld 3'-0'xT-0r' Electric Room 1 13 45min Hollow Meta x x r 15 B S C.=h1sh Wood 3'-0'x7-0" '`------- _..--___-- -_-- . . t•--___. - _ ffice 112 Knockdown x ld B S.C.Fiush Wood 3'-0'x7'-0" Office 114 Knockdown 17 8 S.C.Rush Woad 3'-0'x7-0` a 115 Knockdown X -- 1B B S r .Rush Wood 3'•0x7-0" omens Knockdown :e x _-__- 19 B S.C.Wood 3'-0'x7-Or' i4{ens I Knockdown It x ---1-----__w- ___--__-- 20 --- i e Hollow Meld 3'-0'x7'-0" Hollow Metol x 1 C Wood/Ful M 3'-0"x7.0" - --------- - -.- --- - - desKl x x --- -._- --_- _-_--�-- -- ---='Knockdown x i 2 B S.C.Flusp Wood _ 3'0 zl'-0" p}fice 144 Knockdoirvn V x -- 3 B Hollow Meld 3'-0'x7-0" tr�r'oom 1x5 Hollow Metal - ~ x+ x --_ -_ .._-_---- 9 4 N�/Fullspht 3-0"x7'-0" lit -_- x Knockdown •''r Pr Hollow _ I � I _ Metal 3'-0'x7-0" Network Hollow Metal _ ` x to i S Houow Metal 3'-0'x7-0 'Set Up Testing 4— Hollow Metol Ty ���-- - x _ 2 6 Hollow Meta pr 3'-0�tT-0 ____ Hollow K4ebi ___T _ _.._ _.X_ l .._.--+--._. ---- _.______- 3 8 Hollow - ---_ ---_-;- --- �--- pr�-0'x7'-0" uppGes Hollow Meta! -�- x -+---'- 34 B Holow Metol 3'-0x7'-0" _ µ_----. _ --- a HEAD DETAIL C? CLEARSTORY WINDOW SCALE. 3 = I r7 NOTES: 1.Threshold to be alumnum and a maximum of 1/7'hq)h and Proylded at all exter,of ctocrs. 2.All door glazing to be tempered 3.S.C.Rush word doors to be birch veneer.clear secxer. 4.Exterior Doors!holl be cau,kea,gosketea of weathersmpr�ed to comply with UBC.Section 1312.1.1 ^lti �1r 5,Assume standard door hardware to be Schlage"D"series or equal.Athens style lever handle - � 6 j 6.Exterior holo".•:metal doors to be factory primed,field pointed. 7.Panic harawore it the direction of travel - - - - A.Door opening force not to exceed 30 lbs. ,ey ribbed metal pane! , J-metol trim l (e)Via steel frame ! \�---- Steel stud timer Wood Doo I I t '-rr Aluminum frarne >r— Steel t; a >I - -*- 3� -5/S"GWB "� b_beam — --- T—�'` ^ s_ JAMB I / -may SCALE. 3 = i-0 _ > 7'typ. Josist b I Batt Insulafirn ! Structural header_J 14 - - - Heoxi Sirrwkat 4 �� Varies 9 JAMB DETAIL A8.2 SCALE. 3!'-I'M - _ 3X- r- S+I fkishng with drip IIS DOOR ELEVATIONS ' 3 HEAD I A8.2 SCALE 3"- 1''17 _ -- Horizontal girt- - _. I ASSOCIATED BUSINESS SYSTEMS _ lel hortr.girt---- - Welded trume I coL,nter flashing with ring -'---------. 1 CORPORATE CFFICES ® Bvild!n felt Existing exter!a wu11 g I Reld verify constnacti(n 3/4"plywood '?"0 SW Bonita Road andwaNdepth l .' I _ _-- -- Bard. Oregon 97224 I ! � Project: x04017 Goly.screw,with neoprene washer(typ.) 8 Pef-mit Issue: 15 December 2004 Come•trod-fyp ilil9! � (e)blocking (e)roofing '2 JAMB a CORNER POS Batt tnmAutlon where x.heduirrd \ - _ 1-r/7"rix Lal sx;h.j - Top of7-7 DfaWfl 13 opening at A r F. i I Y' BRR SBR _ _- Hollow metal dorYr � ' Jamb detail at opening ay . sir a to workrooRi 224 • HEAD SIMU.Ak-FLASHING At HFAb _.__. WINDOW DETAILS MATCH�1%TtNC,aN Bul D1rtKy - - W2r� Simflcu �--- ' a JAMB DETAIL 7 JAMB [7ET,AlI DOOR DETAILS/ AH 2 �r °!r ' ' , ______ (. AQ L ! "�- „------- -- ,�� SILL DETAIL :ii CLEARSTORY WINDOW=---- _ �._ I SILL SCHEDULES Bonita fid 744U - BUP2004-00581► 26 of 28 - .... . _. �, .'. a.— ..: ;,.r ..,. . ,,. �: ..,:. r.�"'�'i ,hl+I:rinw!',r j,M1e nr{'; •x na,;. y., - '+?�y.., "II A 8 2 n... �P o df.- . 15, %j ,,4 �, , I Irr , y. r I �. lL.' a' •' I -' ,.J:-u I, , ,.,r -:. ,.. ,.. TM -i('t it i •r _v n I .. , d c r + ,4a I ,O■o. ,nn, '• ,, F _. -1 .._' . 4 d S sr r 1 / - Y' !;, ` ,''+�- ' *• i� C' v J P`ra&41--i,4u ' ,r.6 t r f. , ,I.;.,.!}L}.��1{,Jf,�j I l2✓ +i«5" �.', ` / { - t j Y N Y r "• , , „i '• y. P _ ! �:,,.,,, ,h t:,.' `t) . '"'- 'M!!;SN ,^. i'•^: ., ,, ,iq. y q v;,ri,.� a; <'t a f "'G r + sY3' ,r d. f. S dp ,I Richard B r o w n A r c itectc ° AI► pp C/+ � �������„, � /�^� AIA 239 ' Room 30:�-� CG Portland 0 0 972w�' / 1 $03223 4957 I I I I 32 PAY 223 7633 - I 7A9'ERE0 OWDY AT Gi+hT I I - ----1-1-•�-- —_ - - --- -_+ -- im 30 ------- ------ ------- - ----- ------ ------- -7 -_ . . --7-IE--. h— L` -J —. ` ,� `• Poo o no OmW 9722, I ( I 3 1/0 x S CaLD 4 _ Dm 503 203 M 11 r`503.203 8122 _ 4 www W"y Com I I I 30 53.0 1 v =GR C4.4AM1EL. WELGSI f I I I I I U 5EE t 53t' 't*ucrvR�t a x_► GLIS .w I 1k, PAOOpp Al� 0 ti SIN1 53 2 32 632 532 «45 8 x b x '14 Wpm ABC,,F =---LE - -�--. --- - �-_ f ' r WAIN 8 x b x .- «SSS 8 x b x 1-4 'T- ABOVE (2)PLACES ABOVE r2% PEACES IN 1101C/4. AT DIAGONAL, IS -' - I -------•---3J I►v: WIN);}OWWl1A1.L _ -----T_= -----.--....- IAi I I GLJ94TTO i l�EdLtiGI +4DR 6 i 23= rZT f /j z �S8 8 ” 318 015L 2xb j I j I V r 4 x bm- 2xlm I - 4x;2 I ( .+SS 8 Y t x 3/8 X' I -55 15 x 4 x 3/9 � ,9 , i — -- { I I I { I «,b9 4 x 4 x 1/4 5 _E- ..C_ "KS I I A -Z _ 8 8_ 2x D—_ - •-5: 8 , 3 8 ' j Z 8 -C 4x'Z I I I I I �' IIfIIIIijiii _ •-.-.m---•_.-.: �IiIIIIIIijIIiI Ej({jII�IIIIiIIi - 1iiiIIIIjiijIiIi• 11{jj�jiI!iIIjiif �iI1i(III!IIjiji TtGurE��IiiI!ii± -7---------------- C) -'--- --\--�-/-�--/\--' -' - Drw ------ ---------j-I{�'' p 5WACEO DA`�'b-� Z. f i - I X I I IF4tEA c" AND I / \ ► REATTAC44 AND j ; KEI OLM T1G+.1 ExISt ex's - ' T1C1W1JN EXISTING { ( I DI LCsO1rAL �Il,4..' 'mss / I I DIAGc7NAL BRACING I j I AT w ASSOCDI E f f t PLAN - NORTH BUILDING B l!S!NES S .1. C n eY"J wfl►/Mbl. 9 SYSTEM _ CORPORATE OFFICES 7440 SW Bonita R.r- �� Tigard. OR 97224 I I I i I Project owl I 1 (IVl1x8 .:09'S GMIPSON _W626 I ISSUE: DATE: 330 3i� I f AT !N: BEAT" I Issued fat W*/00 permM --- 1S Dec 21*4 - STEEL COLtJ*NS 0 C. / TYPICAL (S) PLACES { * A (E: 2_� — �'Y T PASS �'/ { •- D5. :r'� i E, .'.5i 2xt2-, (N) OBi 2x�- — --- — (E)015L- 2 x 12 - LF,r I j o� _-.i---- 54� 1/4" SIDE IE � 12 THICK FWTING- 1 1tr' WJ (3)04 EA WAY I I I I (g 2°' � I I I I ^�� i • BJL 6 � • • • � - Drown by: ech ING •2¢ K'SF _ \ 3 8 3Q'i 'e - i I 8 I I f(N)2x0 JO10T&- C I •2raP5� � j W/ 5N"PGON LUS26 c c{pE ' { PLANS ! f i --- I A (N IMAM �Oi J•8v i 3/16. I f I I' � ----�= - - - - - - -- - - - - - -- -- . W1 5,'S E"OXY J Minna Kd 14411 111'P2004-M580 �• { I I i { l 21 21 27 of 28 p I R�1'L/NI I ( I � _ i IaEY RIMi � - • • . _'- _- P2 PARTIAL, FOUNDATION PLAN A t G Oe 3 PARTIAL PLAN - SOUTH EWILE?ING a S2 ,eO Its' . !'-C I/8, . WY :+aNlI J�'IA6PY►.='e llll�', .. 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