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13190 SW 68TH PARKWAY-3 f ..m..n+..r-.-..w+.n+T�w.w�,..--......r.n.-.r��...rw•nw..w«n�wrw. ' ..r...r.•w.w-.. n+aV✓w.�wwT,w!M,l.�.*.wN�•.w:1!..1�.• • Mn�T^^.y�^•••wunMw•w+nww•n.w�.r wr`w...w:�T.w.Mwe�..../.�,+wa..wa�.r. TM .�. •''.?2'.,` .w..,.+.w..,"..-.w,i...n....—•r ............�, ., .....,..,•,..-....- .•..+........v..w..r•+•-.r..w. rt•F...�r�...�.�w..+ .Mf�.enwr•rrM.•w.wM•..n.rrr.•.r :M.•+r•wrr•...w.'•A.-wy.:,.�.w.,.ar'M..+..../r., .. "^'^ew ^.iaM. _ U 37 t,7J (prTf 1 t a � r 114,W040WAik"lim 'lu 3 ) t Ft wN IrP-.:. ..T.-i ♦JFC:. • e- 4 m -f N"-+'s" ty"' UJI � 40 +; Wf 41 9 lis UD t��Cl�DLAd �e OL&'AW 4850 S.W. Macadam Ave, Suite 220 r--1 Portland. Oregon 9':201 Phone: (503)299-tyL'c�p ' I , FAX: (503)299--6703 a� TIGARD, R+H cm k y s 530 S.W. Tr yt or Slt. S Portland, Oregon 97205 Phone: (503)229--7177 1 FAX: .1.03 22 -3E38 u) �.. Project 1 C� EXPRESS t' �NT y} I ME71 STRUCTURAL. ENGINEER INTERIOR DESIGN z -- GN - - CONTRACTOR INDEX OF DRAWINGS MACKE NZIE/SAITO & ASSOC. P.C, MACKENZIE ENGINEERING INC. SCARDINA DE S �' (_j �--- --, DESIGN STUDIO, INC. R & H TIA COVER AND iNFORMATiON SHEET Clvli Structur 0690 S. W. BANCROFT STREET 0690 S. W. BAN"ROFT STREET 1314 NAY IRVING STREET CONSTRUCTION CO, aFKW o! Engineer 0690 S.W. Bancroft Strs,:2 P.O. BOX 690KENM 39 P.U. Bn;! 69039 SUITE # 510 1530 S►�l TAYLOR ST. ARCHEjECTIJRAL DRAWL Portland, Oregon 97201-0039 } Phone: (503)224-970 PORTLAND, OR 97201 -0039 PORTLAND, OR 97201 -0039 PORTLAND, OR 97209 PORTLAND (50,3)228-1265" OR 9 � 201 —Q039 FAX, A2.0 GENERAL NOTES P14ONE: 224-9570 PHONE: 224-9560 PHONE: ?22-1757 PHONE: 228- 7177 � A2.2 c3 F� FLAN �i A2.3 EN►ARCED PLANS AND CABINETRY ELEVS. Landscape Architect FAX: 228--1285 FAX: 22 8—1,285 '^ A6.2 REFLECTED CEILING PLAN - CCs WALKM MAG'Y _ FAX: 222- 1814 FAX: 224-3fi38 y� Ag., E}E'•t+ILS - t7c�T INCLUDED ,11 S.W. Oak street IG A8.2 DETAILS Suite 200 Portland. Oregon P 104 Phone: (503)228-3122 1 PROJECT INFORMATION SurveyorWeM �L�- COrSILTAM W 1 A. PROJECT LOCATION: -TIGARD, OR. 15115 S.W. Sequoia Parkway I S. 1994 EDITION UNIFORM BUILDING CODE (1996 OREGON EDITION) Suite 150 j Po.-tiand. Ornyon 97224 C. CuNSTRUC'TION TYPE: I(-N, SPRINKLERED Phone; (503)684-0852 D. OCCUPANCY GROUP: B r E. SEISMIC ZONE: 3 ` F. MAXIMUM ALLOWABLE BUILDING AREA: 96,000 s.f. (2 STORY) G. PROPOSED BUILDING AREA: 55,650 s.f. f ) / t 11. NUMBER OF STORIES: 2 A plc,; �C 300 1 BUILDING WIGHT i '.•h - ALLOWABLE BY ZONING 55'-0' PE :e - PROPOSED Y r 1 dM SING LOCATIOW OM SW NTH PAFKWA or ALL RIGHTS RLXR�M f 1 I @ GROUP MACKENZIE 1996 i � E•M� 1frVJ►�C er THESE DRAWINGS ARE: THE PROPERTY IF GROUP MACKENIIE AND ARE NOT TO& USED OR REPRODUCED IN ANY MANOW l , ` s WITHOUT PRIOR WRITTEN PERMISSION . \ ��LLL.........JJJ � I � REWISION$: EN M -- RENi I IPA AREA 0-0-9NG DA EA OF WORK sH Me VWd E TITLE: r L.IIe a.rga antlkenM - ! I ; gm �V� / TITLE SHEET E)� I= r / 11 DQ - ��,. l - INDEX OF � d DRAWINGS T ..CITY OF 71GApfl.......... Appl .., Cand�tlanally Approved........................ •( For only She Wo k a doscrihed in'. ►BEY PLAN 1_�, ___ DA � IMOA�{ LAN _ VICIN(�TY MAP ® hERN11T NU. � - NORWI "- �TM See,Lefler 10.Follow..•.......................... .l i TE: 2ND FIR. DRAWN BY. Altflch... HMD Job Address �Q__♦�- {cJ..V' z'1LI CHECKED BY.PPA 1, SHEET qq t T 1 e OF w _11 go SW 68th Pkvry JOB 1 X112 e IP 9>•�E:tas r t Nsa. 29 V 4 6.i OED FOR TENANT UPROVEMENT REVIEW SET= MAY 5, 1997 �» r. it � .,!•�4�1". "w. ' .........,.�..�.r.+.w..r......... __ _._. .w................,.........r.«........-...r._. :...-r........._........»•�.....,....�..►........_.....« �....+....+.....w...®++.............�: -----w..•....r.....«,,...«.,.•......:..,,......«.-.••..r..w..., .'----.. _ —_w....�.«..r....,,.....�.....�..".........-.«,.,. ... ii�� +� + l� �fl �� - // IF THIS NOTICE APPRAR9 CLFARRR THAN THE OCT 8 1998 WWIIMENT,THE IN)CUMENT is OF MARGINAI.QUALITY. MICROFILMED �� 1 t ,�� #�F��t�� tIi1�0�K��► � i `fi�t�lf �1 T r, : 'y a.'. a ,-. '.-,_ 1 f., .,.. �: _ .. - > .�,. i ( .Ili �, ,.. r Prl 0T 11 4 • ' . I . t t _ _ / ,•� , t+A _ . •. , R NERAL _ rill#� S '�� 0� �F�i f u ti . �` (114 ;, , , --- ,,,- I ; . 11 "- ~�" - ( .. 1, 1"r'tfSligA'6d19at13SAaA,. « ' 6 I r ,,,, ... .1_: WALL LEGEND H N 1 11 ORAL r -. --' EXISTNG WALL T _ __y� I O F'iE?'k31r£t3.PAYC,�a LL4A�,j1� ft+xPi, f C.EILN(: AID F�Q1>. , ` t. The drawinyu locate products, surfaces, and materials and the notes 22. Owner is not responsible when Contractor must re-dill to locatb 43. All existing walls to be aimed with 2 coals of eggshell f c c= -=_=� L4XIbTMYa tllAt L Tc? 1 "MAhL f'ATC1J y tREP.4M J1N� esLentiolly convey des;gn intent: Phe pr<�ject intent is to provide for utility. Contractor shall repair all such errors. P ( ) )� mesh 57. Automatic Sprinkler .�ystern Supervision: All valves, including 72. Illuminated exit Signs she( r' n y he a lost'. ed at required exit doorways ►ICt-gb OR S�AM,4rsEb- 8 CR,gL NC7Tlib F+OR P paint. Submit color drlw-downs to Architect and Uwner for approval those in pits, shall be monitored by UL listed Fire and where otherwise n a a Complete, working model. Upon completion, all utilities should 23. All additional drawings and specifications required for necessary to indicate the direction of egress + 9 P q permits to pear to appllcotion. Mari hal- approved central station. Water t1•:w and high/low when the exit serves on occ t 'r s'xr'rs ""�"'�" tU2� I'�ARTITlON C'4.1-, !-1/2' 4b �iwA A1ET.4i. bTt1De be Connected and all penetrations through exterior walls and roof be $applied by Contractor and subcontractor(s). upor load r, fifty direction or more. . should be water tight. 43a. Where ull new partlti!rns abut, join a connect to existing surfaces, pressure for dry pipe systems (if used) :;t,all be supervised, as well OSSSC, Section 1013. e 16ox,III/IDM C31'P ZV.EXTEND ampe Alld@hlt8L1'' I , r .4. Contractor to provide mechanical and electrical os-Guilt, a!I walls, or new constructiwi, the finished surface shall be aligned flush. as other features deemed neves ,.r b National Fir r T©f�ITtl y y e Protection 73. E.cits shall ha illuminated at on' time the building is ��U-s'G`-�M� 4 I�lee`3ER eek 2. All workmanship and materials shall ,:c�r,form to the latest adopted warranties, and operating monuolr, to building Owner within two 430. All new walls, partitions shall heave toped joints- (3) coats sandEd Association � � � / g occup'ad with Standard ,2 series. IBC Section 904.3, Fire sprinkler light having the intensity of not less than 1 footcandle at the •' twUdlntA cdua edition, and to i��nditic�,r, old specifications of all (2) weeks of completion of Work. Contractor also is to provide floor -Ei~----�- pEl~tpt.lTie7td Or GFIAN IMK '�' p and rimed to meet L M& 2 governing authorities. p paint-ready r stripped, res.' contractor to prepare sprink'sr system shop drowingr; for level. The power supply for exit illumination Final Certificate of Occupancy. No retainage shall be released until 43c. Existing wells, surfaces moll be stet ed resurfaced and PP J anon shall normally be •• � PP r patched coordination of Architect s drawings by Architect/Owner and shall provided by the premises' wiring system. In fhe evert c•t i �� `uzzarxm 1D<I6TK_1rA Cm U ALL 3. l:aitrar:tcr shall field verify all dimensions and conditions p.ior to Owner acs received these 'sterns as required. a� all fees and obtain all r 9 Ys is failure, P permits arida approvals from governing ! + si y cwing -tio ru work and report any discrepancies to the Architect, l5. All work indicated on pions shall be considered new unless 43d. Prepare all existing an j new walls for the installat'on of P PP g g Ifum,notion shall be automatically provided form an P^^ar enc' 10 �� NLW CMU fW11.L I , a envies necessar to cam ate work. 9 Y r O_ Any carr ies work required as u result of not reporting such Identified os existin to remain. g Y P system where the exiting system serves an occurant lona of 1 g wail covering and paint as appropriate. Comply with manufacturer's 58. The Mechanical Contractor at completive+ shall prepare and submit more. 00 or NEtU bT0}t hfT P�itZTITInN W4L1. 8EE pk'TEi`.. 37A"JI, E 0 discrepancies :hall be performed at no additional cost to the 26. All muter leets and products used on the P Emergency systems shall be supplied frog+ storage bnaeries u1 = P job site shall bo ir+structions for all instaliotions of wall finishes. e Owner "environine tally safe," Ivw odor, and non-flammable. Use of an 44. Dispose of all (3) copies of an Air Balancing Report to the Architect for review or on on-site generator set and the s-far-, shall be installs+d in ii w. '" ;, Y p paint materials off site. Do not pour down drains, by the Mechanical Engineer. For work in Creekside Six, all air accordance with the re uirem 4. tise construction and subcuntractr'r}; shall ccrefully examine the site and product not complying with the above criteria shall be coordinated catch Gosins, or in landsca in q eats of the National Electrical (oda. 11 lira construction document.;; c>f the Work. Errors and omissions in with the building Owner. P g• balancing shall be by Air Balancing Specialty Inc. OSSC, Section V112. �j 4, g 45. Provide a full gallon of each wall color point with labels in tenant 59. Fire dampers shall be installed and accessl�'la for servicingin the 74. Pr "�� g the planes or specifications shall be called to the o^tention of the 27. Contractor will be held responsible for any damage or cleaning closet or under sink, label all leftover point, and store as directs e building visual end audible alarm signal a Ii A an i OSSC, S :oto - � M." OI. G Architect prior to submission of bid so that addenda may be issued. throughout structure deemed to be a result of his work. Contract d fotlor�ia. locations: OSSC, Section 713.11. the building otarrn system os required by ADA and OSSC, Section E F_X1btOrG s FIE Cas _ by Owner. L ATED U)t U to � Failure to da so on the port of the Contractor does not relieve will provide construction cleanup of all areas cffecled b dust or 4f,. Ali ex osed r , a. Ducts penetrating fire--rated walls. 1105. Provide additional electrical service as re uired. Coordinate -, q eiOW IT t M TWO c�riE /` Ptllsl UGATEC> i1EM Y p gypsum boar9 to be tapes, and sanded with texture to 60. Contractor to install temporary filters on all HVAC VAV tees requirements with building Owner. Alarm locutions indicated on N NOW r1E1'10 81.40uN tW Coducc,or of the retr,onsibillty to provide o correct and finished ar,y constructi„n material during construction and upon completion match existing adjacent surface in building (UNO). prior to construction. Fillers will be removed ct the completion of I c: .__.-.__- --•- Product. of pro4sct. 47. All gypsum board to be minimum 5/8" thick and shall be screwed the job. P pons ore for reference only. It shall be the .ontractor s _ iIk 1(* .Axl PEN 8. The Contractor shall obtain and pay for all psrmits and 2' responsibility to provide shop drawings showing alarm system ~- S Contractor shall coordinate and pay all fees for HVAC contractor to 25 go. 3-1/2" metal studs at 16" o.c. UNO . g layout as required ( ) 61. H`.rAC Contractor tc coordinate zone control of existing HVAC y by code. sewer hook-up fees, os well os the plan ct'eck fee if it has not to provide 1008 fresh air supplied to entire tenant space 3 calendar 4f All finish materials to be established b Tenant Construction - - _ --- +- Y system at improvement area. Separate and re-route existing duct 75. Electrical Contractor shall verify the serviceubili a►11.ET bINGLE JUl'LET previously been paid for prier to the Gid dc.rt� An allowance for doles prior to and 1 day after substantial completion fora total of 4 Standard, unless otherwise noted. Color in accordance with finish work and controls as required Y ty and reusability sewer system developrnerrt charges shall Lr submitted in the days. Provide up to 100% tresh air without making other tenants schedule as opproved by Owner. qu ed to provide independent operation by of all existing electrical equipment and repair or replace as -•--- '• --------- __- ___ r- l:cu+tractors Bid where there is a net addition of plumbing fixt,.res uncomfortable. tenants on each side of demising wall. necessary. - a � (Le., adding (3) toilets and (2) air+k s ani+ removin 48a. All flooring (carpeting, vinyl goods and metals) shall be 62. Contractor to clean all new and existing4VAC rills and diffuser ;� ��pJ4TA, 4650 S.W. Macadam Avpi; 1 x GUTLE'T 9 s 76. All d). Set to termalpl In stanoo�i duplex box (unless otherwise �T Suite 220 am._ t it y (2) o its, the 29. Provide draft/'fire stops as required by OSSSC, Section 2301. provided and install,,d by general contractor. Provide 5% extra carpet scheduled to remain. All duct work bei,`•+d grills shall be a uniform noted). See electrical fee would be calculat4d on (1) tollr�r ;,n.1 (2) sink 3). Traffic Impact 29a. Contractor to provide rated penetrations ) cal plans. -- Portland. (kapn 97201 11 fees are riot to be includes. P P per code at all (10'X10' minimum dimensions for later use by tenant. dark color. 77. Sw tching for lighting indicated or the Architectural plans 's for rated walls, ceilings and floors. 49. Contractor to fi!I and patch existing concrete slab and shall provide 63. All gas piping to be indoors. EXIbTMGi F=LCX7iR F't711E1Q ppLg ; Phone: (503)299-8000 6. The Contractor shall provide and pay for clumpster, telephone, smooth uniform surface prior to new floor covering to be installed. 64. Provide separate as meter an building exterior reference only and is interded to show switch locations only. �� c p 3 , P 9 g exte or wall as directed by Requirements for dual switching, automatic area shut off controls MOKJ'�JT a 6FRV1C,L8 A8 64011Nd AX: (503). 99--67 3 temporary toilet facilities fro( subconlro^tors use. DOORS 50. All Tenant lmproverrent specifications indicating that "all _ 7, General Contractor to coordinate Architecturol drawings with 9 Owner. When sub-dividing an existing space, a separate meter for and a6 other code requirements shall be the responsibility of the material-., adhesives, and other products used on the job site shall each ace shall be provided as P Y � ISEt.i°b6El'a PLCKiR� 041 E 6ED FIL.aXM Mechanical and Electrical drawings. All mechanical equipment, 3U. Doors shall oiler, from the Insiue without the use of n key or any be "environmental) safe," low ado and iron-flame space P part of this work. Separate gas design-Guild Electrical Contrnctur. A minimum of 1 one owl - ® - ( ) tch Im MOUNTiED DUPL1rX IrICXNTED W'tdi7FE/DATA R+ ductwork, grilles c rid registers furnished b Mechanical Y able. Carpet metering will not be required for work performed in fuel-service per room shall be provided 11NU . Y special knowledge or effort. Section 1004.3. must include a CRI-!AQ green lubrl Indicating carpet meets with buildings like Creekside Five. Creekside Six Woods' ( ) OUi� T__ _ _CUTLET ode Building 78. Existing electrical and pho!,e/data outlets are ir:dicoted on plans. •- '0o N� Contractor. All dernolition of mechar,icul equipment, piping, etc. to 31. Tenant door hardware shall be building standard with finish to match industry stead-irds and is "environrientally safe" and low odor." Six. Additional e.-'-iting outlets may exist ano should be verified by the GtllCIlN'b PALLY b1'bl"PtoNi11q+7E 1530 S.1N. Taylor SL . be performed by Mechanical l..ontractor. standard unless otherwise r,otnei. 65. Duct all exhcust fans separately. ____- __._-_ 8. General Contractor is resaon3lble to contact the Mechanical 310. Double Door Hardware: 'Nhere exit doors are used in pair.., FURNISHINGS P y Electrical Contractor for reuse as part of this project and maybe 0 IN E'RRJPT OMLET Q T Portland, 972 is D.4r FEED c7UTL X3)2 Y ' Engineer and schedule c minimum of (1) intermediate inspection at approved automatic flush bolts shall be used an the secondary leaf. 66. Furnish and install water heaters, sized for use indicated on plan, to used in lieu of outlet shown as new in some area _ Phone: (803)2?8-7177, completi�r'. of rough-in toad a final inspection ��n all projects be mounted os directed by Owner. 79. Contractor shall verify locations of all electrical and voice --! Ynst data FAX: 503 224-38 P pro' cts that The door having the automatic flush bolts must have no door knob 51. Furniture: indiLated on plans is for reference onl and shall be _ 30 have on HVAC bidder des ign performance specification. or surface-mounted hardware. The unlatching of any leaf must not considered ^ IC. y 67. Mechanical units shall be set on curbs to match existing roofing ,XP6GTk'7N ( ) 9 9 outlets for systems furniture with the Tenant prior to installation. m TFIlIe�'106TAT materials and construction. Curbs constructed of pressure treated 80. Contractor to clean all new, existing, and relocated light fixtures at __ _ '0. Dimensions take precedence ower scale. Dimensions are tyf'icolly require more than one oparetion. OSSSC, Section 1004.3. 2x$s with cant strips and Derbigum cap sheet will he allowed if completion _ centerline unless otherwise noted. 32. Exterior main entry door in a Group B Occupancy may have v MECHANICAL o pletion of job. Re-lorn,p and replace ballasts in light fixtures as DUAL-LEVEL A 10. Contractor shall keep the area of Work (interior and exterior) tree keyed locking device readily distinguishable as locked if a visible compotrb a with existing roofing materials. Provide c7unter required. QQ EL AD "� PlfrlE hXTiNr3UIbi R �� flashing as required. $1. Telecommunications system by Tenant. Contractor to coordinate Dl04GhICs PONTAN of garbage and debris on a DAILY basis. durable sign is mounted on or adjacent to the door stating "THIS 52. All mechanical design to be by Mechanical Contractor, unless an 6ti. Tashi rooms shall be rovided with a mechanical) operated c__ - 11. Contractor :,:+all keep roofs free of debris (i.e., nails, screws) at all DOOR TO REMAIN UNLOCKED DURING BUSINESS P y p ted Work. Verify witn tenant locations of all new outlets prior to engineered set of drawings Is provided. Submit (4) copies of plans exhaust system capable of providing a complete change of air Installation. Pre►jeet times and shall bre responsible for immediate repair of any HOURS." OSSSC, Section 1004.3. ��DR.4IP1 � � and specifications to Architect for coordination with Architect s every 15 minutes. Such systems shall be vented to the outside air � IiVH WATER HEATER damaged reef rrier+ braves or surfaces. 33. Panic hardware shall comply with UBC Standard No. 10.4 and drawings. in addition, Mechanical Contractor shall provide with and at the point of discharge shall be at least (5) feet from arty _ _ 12. Contractor to prop,r'ly patch all roof penetrations to ensure shall be installed on exit door frorn assembly rooms with an his/her submittal a minimum of (2) copies of a colored floor plan openable window. OSSC, Section 304.5. y NVAG 4ii SPI Y 11`4. C a� watertight seal. The Contractor must use the roofir7r ..ubcontractor occupant load of 50 or more. GSSSC, Section t0U4.4, designating which areas are controlled by each thermostat. 69. Plumbing Fixtures: Contractor to select plumbing fixtures m - AC f�TLrfi1J- '- EXPFESS - who °nstolled the initial roofing. 34. Contractor shall verify compatibility of hardware specified with Mechanical design must be a roved b Owner P 9 to etch (i'j SO MEQ« �� r a. When installing any kind of new equipment HVAC, etc. on a PP Y prior to construction. txi,ting tenant standard. Submit fixture cut sheets to Architect and SEE HEC441 ICC �i ( ) building keying system. Mechanical Coniractor to pay Gil fees and obtain all permits and Owner prior to installation for approval. All plumbing fixtures .�1 roof, the Contractor is responsible to install cricKsts if necessary 40 35. Provide closers on all exit doors, demising wall doors, and where approvals from governing agFr4ies necessary to complete work. (sink, faucet, and toilets accessible and compliant h ADAAG f� -- � .- P Y L�.� 75a'FLUORESCENT Lkbi ff � 8 x 4' F�CE89Et► _-- prevent standing water. In addition, roof curbs, flashing, pitch noted. Coordinate with General Contrcctor tl-.�-� items for demolition not requirements, OSSC, Chapter 11. R lh'7R LfGNT pockets are also to be included as necessary. ..`.e+' 36. Top of relates to match tap of doors (unless noted otherwise). indicated on drawings. Coordinate electrical requirt•ments for a 13. No storage outside of buildings shall be allowed without 37. Bi-fo!d doors, if shown, shall match solid core wood doors and mechanical system with Electrical Contractor. ELECTRICAL. authorization by Owner. track is to be concealed. 53. Contractor shall provide a written scope of HVAC work with bid. O RECE*ED DOWI tLIGW =M2 VANr7Y LIC%WT- 14, Owner shall not be responsible for tools cr material goods stolen or 38. All doors, new and existing, shall have matching veneer slicing This is to include tonnages, new equipment, numoer of ;tones, 70. a. Each tenant space shall be provided with an overrido switch for domogeci on site. patterns and grain density. Replace existing doors if required to description and quantity of controls and thermostats, etc. Owner full-service buildings. 15. Upon completion of Work, the Contractor shall thoroughly clean motch. "'- -- -- �- --= will review scope of work proposed prior to acceptance of bid. b. All electrical design to be by Electrical Contractor. Submit plans 1, L*W 6UTU-0 • pig the premises and wash tits inside of all windows s,� ilial space is 39. Door openings in rated walls shall be protected by a tight-fitting 53a. Contractor to provide certification that outdoor, air requirement reads far occupancy by Tenant. q and specifications to Architect for coordination with Architects 110 .- pNl/'5trtueturaf En�jlner►r smoke and draft control assembly having a fire protection rating of of chapter 12 table 12-A of the UBC will be met for each occupancy drawings. Electrical design must be approved by Owner and 16. Upon completion of Work, the Contractor shall be responsible for not less than twenty (20) minutes. The labeled assembly shall be use within the T.I. space. +' -- - �� the return to Owner of all vocanc rr,echanica! and electrical room Tenant prior to construction. Pay all fees and obtain all permits and YENT A R y/ self-closing or automatic c gas et actuation of n smoke detector 54. The Mechanical Cor tractor shall always confirm BTU heat approvals from governing agencies necessary to complete work. e ® 0690 S.W. Beneraft Street keys or shall pay expanses require:! to re-key building. and shall be provided with o gasket p g so installed as to provide a seal generation on any of the tenant's equipment, including office Coordinate with General Contractor those items for demolition not PoFthnd, �'kagtxr 97c01- t1i[i3g 17. Contractor shall warrantee all pons, labor, equipment, and material at the stop on both sides and across the top. equipment, co iers, etc. P indicated on drawings. Coordinate electrical requirements for Pihanu: (503),24-9570 provided under this Contract for a period of one (1) year (cr greater 40. Contractor to adjust the resistive force of all new interor door 55. Interior and perimeter office shall never be on the some zone. mechanical system with Mechanical Contract!r. �•�' Q11010E DETEGTOi! ESPR" FAX: (503)228-12 if provided by sub-contractors or manufacture.!), upon completion closers to a maximum pressure of f lbs. to comply with ADA Conference rooms and lunchrooms capable of seating (8) or more 71. Electrical lighting plan is provided for reference only and is of contract. requirements and OSSSC, Section 1004.2 and 1109.9. shall always be on their own zone. intended to show fixture type's and locations. All electrical design 18• All substitutions shall be submitted to and approved by Owner and Yt�� --- -- �•+ 56. Mechanical Contractor shall give the Architect 48-hour prior notice to be by Electrical Contractor. Submit plans and specifications to MOrM a W. All" - 9 (EXIT 64N Landsaxope Architect AI'ChItP!i, prior to implame�tation. SPECIALTIES to coordinate a site observation of the mechanical work by the Architect for coordination with Architect s drawings and approval 19. Any t3ubcontractcr-designed items to be submitted to and approved w��Q� Mechanical Engineer. Two site observations ore required: ane prior to construction. Pay all fees and obtain all permits and in wilting by Owner and Architect prior to construction. 41. Fire Extinguisher Requirements: Ne,t less than one (1) approved when rough-in is complete prior to installin cellin rid and one ___ � - 111 S.W. Ook Stroet r 9 Q 9 approvals from governing agencies necessary to complete work. + D ppm c 19a. Sfu;p drawings of all millwork are to be submitted to architect fire extinguishers) with rating of not less than 2A108:C shall be of 10� percent completion. When notice is leen far the final ® Suite ...00 4 9 Contractor to comply Wth energy code requirements as required TO 14,A1kAWrN PANELS,for r>vicw prior to start of work. provided: One "A' unit minimum for each 1,500 square feet of floor walk-through, the Mechanical Contractor is to fax the air balance by OSSC, Chapter 13, and shall provide all energycalculations Portland,�, Oregon -312 ' 20. Application of materials by any subcontractor to surfaces existing area or fraction thereof. The travel distance to an extinguisher rel art to the Architect so it can be reviewed by the Mechanical required roe his/her work. Coordinate with General Contractor or provided under this Contract shall imply acceptance and from any portion of the building shall not exceed 75 feet. Engineer prior to final inspection. Co t actor i`7Y- Z'x4'R UORE»M LiGNT Phone: (503)226-31?.2 ,,,, these items for demolition not indicated on drawings. Coordinate vc_^--.' REMOVED`, suitolyility o'. existing conditions. Such subcontractor shall be held UFC Standard 10-1. electrical requirements for mechanical system with Mechanical _ responsible for darnage or irregularities to his product as a result of Contractor. previous conditions. FINISHES ' 21. Contractor shall verify all existing utilities such as sanitary and storm sewer, water, natural gas, and electrical lines. Contractor 42. New suspended ceilings and fixtures shall mr<tch existing building .AIS AQ' shall verify existing electrical service and shall provide additional standard and be supported and lateral',, heaved as specified in UBC �`�� . service as required. Standard 25-2. 15115 S.W. Sequalo P KEY PLAN suit. - _ - -- -�_� Partland, OreW 972 Phone: (503)6a4-Gtf82,, ;? r 'r-` `.. __ ✓1�r 7� L.-Ir- �r1�1V i'� LLL DOOR SCHEDULE �,D �. .� . HARDWARE SCHEDULE , s �1�1 , 1. DOOR OPENING DOOR _ FRAME __ HDWR. __ DETAJLS __ -- - ` rk rte c.. NO SIZE kknessal Typal Material Finish FW Rart'g Material Finish Gawp MISI Funct. Head Jamb Sill COMMENTS GROUP DESCRIPTION MANU . PRODUCT 1f ' '. Fl�ILSa - 200 PR5'0"XH'0" 1 " A ScS 20 MIN. HM P 3 F75 7/A8.2 10/A8.2 ENTRY___ 1 1 1/2P BUTTS STANLEY FBB179 4 1 2X4 'I 2 11 _._ _ / / SEE 08990 DOOR SCHEDULE I 201C 3'0'x8'0" 9V 8 Sc S 20 MIN. HM S 2A F_86 7/A8.2 10 A8.2 -- CORRIDOR 1 LOCK/LATCH SCHLAGE "D" SERIES, SPARTA SEE ANCI FUCNTION ON DOOR SCHEDULE ;:.°Yeti: �, _ 1 stop rvEs 407 1/267 I ,` 201D 3'0"x8'0" t B SC i-- S 20 MIN. HM S 2 FHB 7/A8.2 10/A8.2 CORRIDOR Y? ; ;: + '%• ' - 1 SILENCERS GT B4 t - _-- t lu. 1.1 203 3'0"x6'0' -1 B SC S HM FF 1 FBI 7/A8.2 10/AB.2 `_. _ 2 1 1/2P STANLEY FBB179 4 1/2X4 1/2 SEE DOOR SCHEDULE �_-'-- -__ 207 3'0'x8'0" 1 B - SC S HM FF 2 F75 7/A8.2 10/A8.2 _ COPY �T ----- 1 " " n ____ --- __ LOCK/LATCH SCHL/lGE D SERIES. SPA7TA SEE ANCI FUCNTION ON DOOR SCHEDULE1. % dour Iu�cecENzeE less~ - - _ y „r , All. RIGHTS tir.SE��ED 208 3'0'x8'0" _1)1" D SC S _ HM FF 4 F75 7/A8.2 10 A8.2 CONFERENCE 1 CLOSER LCN 401 DEL 'r"� s � - --- _ :. -4 - 1 SCT SILENCER GT 64 x.-.: • 209 3'0"x8'0" 1 " C SC S HM FF 1 F81 7/Aa2 10 A8.2 OFFICEdAd - ;...Yt. g '' CIt0a1P DRAWINGARE S ANT) � No toY _�_._ _ - �- 1 ;;70P IVES 407 1 2 -- - __ / 210 3'o'x8'0"_ 1 " C SC S PIM FF 1 F 81 7/Aa2 11 10 A8.2 a z y� USED oR REPRoouro IN ANY M ... , ill• 'lIT!1tiUT Prt10R WRITTEN PERMI•i Jll 21t 3'0"x8'0" 1 C SC S HM FF 1 F81 7/A8.2 10 AB.2 -- -_ - 3 3PR BUTTS STANLEY FB8179 4 1/2X4 1/2 SEE DOOR C6990 SCHEDULE 11. ; „ s --_ ;� " -� - -- _ 1 LOCK/LATCH SCHLAGE "D" SERIES. SPARI'A : : :. yr`:3 tY.,,.'j? 1`.y� ; SEE ANCI FUCNTI(IN ON DOOR SCHEDULE :;.._,, ,.,;; REViSONS: 212 0x8 0 1�( B SC S HM FF 1 F81 7/A8.2 1�A8.2 SEE WiNDOW LEGEND (ACTIVE LEAF) 213 3'O"x8'_0" 1 C Sc S HM FF 1 F81 7/A3.2 1 A 2 DUMMY LEVER SCHLAGE "D" SERIES, SPARTAr ` � _ _ (INACTIVE LEAF 214 _3;0+xt9'0� 1�V C SC S HM FF 1 F81 7/A8.2 10/A8.2 - ) �.OSM gATrr ^,• 215 30 x8'7 1� C SC 5 HM P 1 - 1 SET FLUSH BOLT IVES 257 .. 216 3'0"x8'0" W C Sc _ S _ _HM FF 1 FBI 7/;18.2 IO/A8.2 -- ._ __--._ 1 ASTRAGAL SEAL PEMKO 309AP __ _ _ __ ___ 1 SMOKE GASKETS PEMKU S88D �+ 217 3"O"xt'J" 1 8 SC S HM P 1 FBI 7/A8.2 10/A8.2 SEE WINDOW LEGEND 4 HD-1D, VALLI k VALLI, FORGES, A233D (RIGHT HAND), SIZE: .A96MM, 3)(`CTR. TO CTR., COLOR: DULL BLACK. . ' .... ,,,r : . . , _? !' S'0'x»I'0' 1 C SC - S HM P 1 F81 7/A8.2 10/A8.2 - HD-1S, VALLI dG VAW, FORGES, A233S (LEFT HAND), SIZE: A98MM, 3 "CTR. TO CTR., COLOR: DULL BLACK. K. _."11 221 3'00x820" 1X" C SC S HM _ P _ 1 FBI 7/Aa2 10/A8.2 - LEAD TIME. 2-3 WEEKS. CONTACK: TIM SWEENEY_ 2ND R-�_ -:--,_ 1 Z22A X6'x8'O" 1W F1 SC S HM P - 2 F75 7/A8,2 1O/A8.2 TRAINING ARCHITECTURAL REP CHOWN HARDWARE ars -_+._.,•- 333 NW 16TH AVE PORTLAND, OR 97208 _� -` 222818'(1"x8_'0" 1 B SC S _ HM P 2 F75 7/A8.2 10 A8.2 _ TRAINING _ PH: 503-243-6501. FA.:: 503-243-8519 r ��A ` , 223 3'8'x8"0" 1N( C _SC S _ HM FF 2 0.75 7/A8.2 10/A8.2 3 HD-2. STANDARD 4" WiRE PULL ON ALL CABINETS U.O.N.. V._==_--__----- __ _ ��aw NHP y SHEET T1T,E: 224 3'0"x8'0" 1 C Sc S _ HM FF 1_ F81 7/A8.2 10/A8.2 -------- ---- 226 3'0"x8'0" 1 C SC _S HM_ P 1 F81 7/A8.2 10/A8.2 - --- C ` E", 22B 3'0"x8'0" IN" C Sc S _ HM F"F- 1 F81 7/A8.2 10 &2 - - E 1`'1 G _ DOOR 8, c 228 3'0`x8'0" 1N" C Sc S v HM_ FF 2 F75 7/A8.2 10/A8.2 -------_- �� 229A 310"x8'0" 17Y' _ B _ SC S _ _ HM__ l' 2 F75 71A8.2 10/A8.2 -_'-- 2298 3'0"x8'0" 1.N"- B SC S HM FF I F75 7/A8.2 10/A8.2DOOR np�s ` --�- HARDWARE 10 -__ -- VIII- r _ _ � ,� - SCHEDULE 230 80"x800 1 C SC S _ HM FF 1^ FBI 7/A8.2 10LAa2 - - -- -- - 231 8'0"x8'0" '1J" C SC S HM FF 1 F81 7/A6.2 10 A8_2 --' '° Piot 10etld ` I 232__ 3'0"x80"_-_1�" - - C "C S - - HM FF 1 F81 - 7y A8.2 10/A8.2 _ ---- -- --�- 235 3'0"x8'0" 1 ( B -:.� S 20 MIN. HM FF 2 ---F86 7/A8.2 10/A8.2 �- --- - -_ / r_____ / - ___ e4 \ /r _--__- _ _ CPT CARPET !IMK HOLLOW METAL KNOCKDOWN RB RUBBER TS TURNSTiL \ / // / ` _ e� r+ FD FLUSH DOOR HMW HOLLOW METAL WELD S STAINED U UNFINISHED / A. f J- ,r / �, �Iwl0 as DATE: _, FF FACTORY FINISH HR HOUR(S) SAT SUSP. ACOUSTICAL TILE VCT VINYL COMPOSITION TiLE w � / \ 111ft DRAWN BY; G'8 GYP. BD. MFR MANUFACTURER SC SOLID CORE W WOOD ,.\ /, \ \\ � CL CL/15S MiN MINUTE(S) SF STOREFRONT (ALUM) Mill WIRE MESH _ dL-11 �• \ dFH.M. HOLLOW METAL P PAINTED SV SKEET VINYL WR WATER RESISTANT Z L_____j CHECKED B yG c=-----=-=-=:_�--_-.___:7.:_--a H.M.I. HOUOW METAL-INSULATED PRO PRIMED ONLY STL STEELi HC He1:�LLOW CORE -di ti,../ O 0 O rdddh t *o c0r.r� ante SHEET I j �`G/) A ,,�M'"'' ' A2 * 0 i 4® VMmr MAP - Nis or . 13100 eW 68th pkwy N0. 296,46450.3 OUP 07-0235 REVEW WW '" 1 � C=. �.,.,..I 2 of 12 1 . _. IF THIS NOTICE.APPEARS CLEARER THAN THF . OCT 8 1996 il"cUMENT,THR DOCUMENT IS OF MAR(;INAL QUAL 'I Y. f�q 41t11ifi1. Not t MICROFILMED i ,�r rµ t ,111 11111 ..- . .... _ .ter . 11 . I It 11 11 " L I - �'. LLLL 11 I I I I . I I _•.> -- „ - a.:.a!'i .Ar .e,�,; Nu.L kU,. ,. �... .., ..,..c.9,. ..._a. �,.:. ... .. ...._ :.., :... .., _!ir...ei. ,L-_, - -_ 1 _. _ . l � _ :�-.�e, .x.t _ .'_,.w� -d, r za;Aaa - .:,r..,.�. ,':�_. ,., ._._,,,:,ha>«.06� &LI ,'1- _ 4 6 Ll 196� il�.,+r., . ii��.�,r"a._,�_��.J,.-_- � � - i�,a,..�.�•�_� ::.:.Lu1:;r..._. ,.r1.` , . - .. .., ,_ .��_,..�.,,_,-..._. _._......_.., _�__. ...,.... .�..__..Y_ _ ,.,-_ .:..w.".>.��.a:�.'xrall,.�is1L�� d'iF.u. --��- .��. r:.� ,.- -1= :-•",•=..�iLS,�.:._ iayNEW- _ » -ipS^", r+;,,,4'n"`,'1�'�N+•+�... , ..:: . .R. °ah� 'r'.,j {• ,'c'. .,, rrhrgry,n6dn "k'!•pv,�j�'tvnq"-• Tc9l�•�t-A"tAM7+�w. 2. ,, ,.. � �-. i, ,;�-. 7 r L _ .r xry 11'. {: B WALL I.E<9M C ' . p E �....�...� F G H � NON-BEARinti ;NTSRIOR WALL 301-0 a - "'Ow ---- ------- -- _ _- �TuaEFiUY.' GLAZING28'-10 -2I! � SOUND ATTENUATION IEXISTING iHR RATED WALL TO STRUCTURE 10 I -' 10 cjI ®_n n 2 1 2 silo. I 0/ CONFERENCE UEST OFFE MGR. 1U Y a STEVE- 6 t[VE W i 6 ( ROOM / i 3 207;710 C'OU SELir 212 10 Uj SLJ 2 10 I fl,.,.J� .d t�.d I SYMBOL LE .. 5 I � rTa �, ND - I EXI61"Ws 4 iREL 0f--ATED euouN R� r_- N NEW ITEF16$FiOW�I llW • RELOCATEp 17E'"1 I l - 3 I 4j 10 TAR van,La11 i 6._0• - Durn-ax ouTt.�'rT 15W--A-E OUTLET 5 - _ - �\ � RCEi'T10Nf :_r_�� _._: ____ 10-0 ---,P-Io,-O- : -0 4 1 e• IC�°AN'r ® WAI TINY . I ; - - - Cf`NTROLLER - -- - ---_ 4650 S.W. Macadam Aw 1 A 5A 3' 9 3 a I p 213 POI/NEpI. '!JC UJTL!"T /► -R° MATA Suite 220 I I - - ?07 cc OUTLET Portland. Orogon 97201 $ - - - r ----- __ ; I - ----- -- - Phone: 003)299-6000 P ------- -- _ _ EX16TMG FLOOR! PC71LE1ZPOLE UJ/ FAX: 503 29A-6703 8E}I C:E& A3 611, lte� 206 OPERA TI= 218 I 5 ( ) " '-14 " MON.i�!i w - i4 3 2 1 2 204 ® / - i / �, REC.E66CD FLOOR RECE66ED FLOOR A♦H 1 ® i IOIA►1FD DI II�'1 E'rC (� MC�lidT6D /DATA 4 L/ COP'. AX I ., I o CFO eo ollfLEt _- ---- atn.!n - 1530 S. V. Taylor St. ---- --- - --- 3 iil7A I! _ - -- - - • --- - -214 _- GROUND FALLLT 6Y67"i URNIT FM Portiond, Uregon 9720!,5 '� •- - 4' 0 •Tr � iNTEI�'t OUr-ET p 13116E FEED CUTLET Phone: (503)228-717'7 is 1f) eD 3 8 ` 4'-6 1 --1'-G 1/2" 8 I _ _ - FAX: (503)224--3638 201 9' SIM tour 14-4 I 2 i , '�, I Irk] JII+ICTIOId T► pMO6TAT 1 wY•Y I1 I _r_ 8 8. \ I ® L.EC r -- -- / • JANE ' 6 m �' NIC DUAL-LEV L AD ATN o PRIME EXTWAII61dE'IR P2 ! STAIR I II 'n MPA 20� 200 �;""' _' 1 21.E _- Pmjec. LOBBY F�A g, •� - STORJIGE ® •r TYP. ® Pt.00R DRAIN V�F� "MIR WEATM 3 ® Wv Y Il J �A C1RE•TL"N 13-4 5 8" I 12'-2" '-9 1 I . EXEC. I 14'-6 3 .#` i COPY AX II �� 3 iv ,�_ ___.�-.t -BREAR- - ( \ �'/ -- I n ADMIN. _-,- CLR. 228 " I " a0 223 I I e "o0 216 7'x14' KJJOWE5C;EN'T Lh3WT I 9 6'-2 1 2 8-8B / \ 6PLUOR 86E0 i - - - _ _ ® t✓� _ _.I.-, _ - - - , , . " _. .�_ A?.3 ( I I 8 10' L?' 2 1 4` , . . 8 �' �1 \ - 0 IgEGhEON= DOXNL OCOWT VANITY k.friilaT i.-... .....1-- I I 7 i TYP. .. (z DP bm_ 9 2 3 18 10'-�Ow 10'-0 3 8" 4 >Yi'- �• 10'',1 5 . 3 3 8` \ ao I q LIGiF!T 6WITCN '�' ® DR1MER _ `�_�.-- - - - - / ® N �- CM/Structural Engineer 40,e- 3/4 y�NT 61°EaCER 0680 S.W. Bancroft Street CONFERENCE MAT STEVE MC. - - CLR. -- 4w �� ,J ® 5'-0" 9'-2 1 4. JEFF ® Portland, OreW 97201•-W,% r :TALES SALE SALES \1 N � 6 $ I � � -_-"-- - 217 I -- Phone: (503)224--9570 OS.D. Mtol�E RETE FAX; (503)22[3-12lIS iv 232 231 230 - I I TRAJ G A8.2 SIM. 10 8 C:TOR I 6f°7R WL1 FIR I I SALES SALES ANNE 1 6 I JAY 1 DA . 1_.-. - _ _� 2 �� I y 'rl�� 1 228`-- 225 MARKETIl�tG A8. 27R I SALES �, n - ---- - - I - -P-�- - 220 I ! VI9UAL ALARM EXIT 61Qt�1 Lnndecape Architect l- •^ P LAJINT • 6F.+` AFF. WALM MAC.Y 1I1 S.W. Oak Straot 10 C ." PEED 10CUER Suite 200 Pgr-dond. %. 2 - _----- - - - - -- -- - - _ - -- -. w Phone: (503)228-3122 TO F�1LL0Rt1d PANELS '�'e9at 97_J4 2'x4'PLUR7ME6CEW LI:"T Sures I CON LTAMS' W. � 1 2'-2 i/2" 1 I I 15113 5,W: Sequoia Parkway Suite 150 -_- 28'-10" - --30'-0" 30'-0' - -30'-0'- -- -- '-1 1 Y 1 13'-4" 8'-4" 30'-0• �l Portland, Oregon 97224 ---------'-- --- - -- -_ -�_ 210'-0' _ ---- 1,_2w Phone: (503)684-C652 t A 6 C D E E2 E3 F G H E 2ND FLOOR FLAN GENERAL NOTES r 1/8`f1,-Ow 1 G A. ALL INTERIOR DOOR JAMBS TO BE 4' FROM • ~ INSIDE EDGE OF CORNER U.N.O. - SEE DTL 14/A8.2 V,r 0 4 8 16 S. ALL INTERIOR DIMENSIONS W INTERIOR WALLS TO BE SCHEDULE OF FINISHES q OF WALL U.N.O. - SEE 8/A8.1 0 - C. -C. ALL INTERIOR WALL TYPES TO BE P1 TO UNDERSIDE OF ------ R D O M FINISH S C H E D U L E CEILING N.O. w � �P w��R zIE 1546 , SECTION 064.00 WOOD AND PLASTICS SECTION 09980 WALLCOVERiL1V� D. ALL GYP. BD. TO BE TYPE X" U.N.O. RI - •ESMVED E PROVIDE' 1" HORIZONTAL BUNDS ON ALL EXTERIOR WINDOWS TMST ORAVANGS ARF. THE PROF'F:RTY Oi 1. PLASTIC LAMINATE 1. VINYL WALL COVERING GROUP MACKENZIE ANO ARE NOT TO K W. F. I'c A6.2 FOR FULL HEIGHT WALL LOCATIONS USED OR REPRODUCED IN ANY MANNER, FLOOR BASE N. WALL E. WALL S. WALL_ A WALL CEILING PL--1: WILSONART, D301-60, CHIFFON VW'C-1: VIN L FAB. DJAKARD. IA08-660 GHANZI G. INTERIOR WALL 1.0 BE 0 OF WINDOW MULLIONS - SEED VATHOUT PRIOR WITTEN PMMiSW.4 • � ROOM MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL CEILING � TT_ 6/A8.2 c PL-2: WILSONART, 4627--60, HUNTER NEBULA VWC-2: WN L FAB, DJAKARD, #AO8--577 T ABORA � � NO. ROUI.1 WANE FINI.,H FINISH FINISH FINISH FINISH FINISH FINISH HEIGHT COMMENTS PL-3: LAMINART, 3022-T, ROYAL ANNIGRE VWC-3: VIN L FAB, DJAKARD, �A08-514 DHURR;t _-�- 200 1•'�BY _ -_--- -- - -- -- _ -- gip" 2. VENEER TI N --1651-0--INTERIOR LITH TING HALL _CPT-3 RB-1 P-6 P-6 P-6 P-8 -- 9'-O" _ V-1: BRAEWOOD, PRE-FINISHE., ITALO PEARL REVISION GXM 0 ELl=cr• -- _ __ __ __ w _ N.I.C. V-2: BRAEWOOD , 1302 SAPELE POMMELE 1 SEERG 0 TERZANI, CROCHET DESIGN CONCEPT, ART .218/2A, LOU a0.�r�r; DAZE F lit V-3: BRAEWOOD, /1110PF, PRE-FINISHED PLATINUM -2 L DASV-11 RB-1 P-1 P-1 P-1 P--1 � -g --0 _ SIZE(CM): 30HX40LX25P, APPLIQUE iN FERRO COLORE RUGGINE HEN'S TOIL-FIB -- --- -- -- -- - -- -- g�_Ow N.I.C. SECLO_ N 0$710 DOOR H?�RDWARE A CERA CON VETRO DI MURANO: 2 ALOGENE DA 20W. CAD. N,�- CONTACT: RUTH ANN WILSON REPRESENTATIVE BiNGHAM 1k GE•ARY KEYNOTES 5 � !fir-�--- � `! _ -- "'- -- -- -- 9'-0` HARDWARE SCHEDULE T __ __ __ __ __ -- _ -- w SEE 108 NW 21ST AVE. PORTLAND, OR 97209, PH: 503-223-6135 - .' ._ , . r � N.I.C. SECT QM_09300 STONE do TILE �� 1. FURRING AT STRUCTURAL. COLUMN • - 9-0 _ _6ECEPTIQd�WAI_ 7 T RB-1 WC-2 P--1 _ WC-1 WC-1 DETAIL VARIES _¢STA 1. GRANITE TILE 2. DOWNSPOUT __ 3. AREA OF EGRESS -COPY/�AX - SV-1 RB-1 P-1 P-1 _- P-1 _ P-1- SAT _ GT-1: OTM, GRANITE �'1105C BLACK ABSOLUTE COMMERCIAL, 208 -CON CPT/ST RB-1 WCC P-1 _i p-1 SAT_ g'-(Z• M_ 12"X12' TILE. GROUT: CUSTOM BUILDING PRODUCTS, /9 NATURAL GRAY 4. TEMPERED GLASS W/ DELUGE SPRINKLER HEADS EACH SIDE - CPT-1 RB-1 WC-3 P-1 P-1 P-1 SAT9'-0' 2. LIMESTONE TILE OF GLASS SHEET TiTLE: - OFF[ CPT-1 RB-1 psi _ P-1 5 SUBLEASED SPA( BUILD-OUT REQUIREMENTS -p - .- _ P-1 P-1 SAT__- LST-1: TECNOSTONE, 12"X17" TILE, COLOR: CMEOPE PRIVATE OFFICE CPT-i RB-1 P-1 P-1 - - - GROUT: CUSTOM BUILDING PRODUCTS, #9 NATURAL GRAY A- BUILD THE RATED CORRIDOR W/ DOOR SYSTEM TO THE SUBLEASED 11- - - - - - - _-WC P-1 SAT go-on - SPACE. LOCATE DOOR AS PER THE RIGHT WAND DOOR .. NOWN ON THE FLOOR LO Q _ g-0 SECTION 0��50 R $ILIENT FLOORING 1 HR RATED WALL KEY FLAN CURRENT DOCUMENTS. FINISH THF PUBLIC SIDE ONLY AT T'fiS TIME. RIVATE 0►''FICE CPT-1 RB-1 - -_ WC- _ -_P-i - P-1 WC SAT • � ' _PRyATE-QMcE CPT-1 RB-1 p_I P-1 P-1 P-1 SAT �' 1. SHEEET VINYL B- r31J►1 U THE SUBLEASED SPACE SUSPENDED CEILING SYSTEM (GRID, TILES. PLAN 1 ♦ 1�1 - - HVAC (JOI-ITiNG, SPRINKLERS. ETC.). ORDER MATERIALS FOR DEMISING WALL. 1 L., N 214- TE OFFICE.-_- !.'PT-1 R9-1 _P_1 P-1 WC _ p_1 ---SAT 9'_0• -- _ SV-1: M'NNINGTCN, FINE FIELDS, X10135 VERDE C-- ORDER MATERIALS FOR DEMISING WALL, CARPEr, SECOND �;NTRY DOOR y�,� O� CPT-1 RB-1 _ -p P- 1 _i- p_ i - SAT '� 2. RUBBER BASE SYSTEM, INTERIOR PAINT. HOLD IN INVENTOR r UNTIL TENANT(S) ARE la_ RIVATF-Q��_-- CPT-1 RB-1 F-1 P-1 P-1 P-1 SAT , �. DETERMINED. THEN INSTALL TO SMT. 9--0 RB-1: F1EXC0, WALLFLOWERS,FLOWERS, 4 , WF-•017 PUTTY i HR RATED WALL. .:L RIYdL�OFlCECPT-1 RB-1 WC WC P--1 _ P-1 SAT w 6. NON-RATED WALL TO STRUCTURE 9-0 7, 30' SILL QPF.L�LDF��E CPT-i_ RB-1 P-1,4 P-1 P-1 P-1 SAT- g'-C" - TION. 09680 CARPET KL4f1 8. SEMI-RECESSED FIRE EXTINGUISHER - SEE DTL 15/A8.2 CF-T-1 RB-1 P-1,4 P-1 P-1 _ - p. LOOP PILE CARPET -.CF-T-1 -- _- P-1 SAT 9-0 � 9. FOLDING FIRE DOOR P�IYATE OFFICE -.CPT-1 RB`i WC-2 P-1 WC-2 P-11 SAT g'-O" CPT-1: LEES, BOTTEGA, PATTERN DV 256, COLOR 226 SONORA DESERT 10. SOUND ATTENUATION IN WALL CEILING, WALL TO UNDERSIDE OF CEILING, -- -- ------ (FIELD CARPET *ALL LOCATIONS UNLESS NOTED OTHERWISE ON PLANS). SEE Df'^.:' 81A8.2. '• ' -_ _P_SIVAIE_11Ff�CE_ __ _ CPT-1 R8-1 � P-1 P-i P_1 SAT _ 9-0 / -'-- G-.rte CPT-I RSLWC-2 P-1 _ WC-2 - SEE PLAN g'_O" SEE P-LM- 2. CUT PiLE CARPET - iHR RATED WALL --- iHR RATED WALL. DATE: ,. 2.i- ._BBEAK_R401�f-_-- 5V-1 R13-1 P_i P-1 SEE L:`LEV. P-1 -9'-0" CPT-2: HARBINGER, COLOURADO 45, COLOR 17497 DRAWN EIY: HMD o CPT-1 P-1 - F-1 p-1 , wSEE (INSET CARPET, SEE FLGOR PLAN FOR EXACT LOCATION) - . ' • �74- -_F'BLYAIE__ RB-1 -- P-1 .-.SAL-SAT go-on -0 ^.----- _ CHECKED BY:PP�'��/J(aM P6IYATE_.Qf CPT-.i --RB-1._ P,-1� _ P-1 P-1 P-1 8'SAT -0` C � Q 00 PAINT C_-_ ` _`_-..�_�: CPT-1 P-1 P-1- P-1 " -- SHEET _ �'�VATE �-�__- R� P--1L- 9-•0 i. INTERIOR PAINT .227. _()p�j CPT-1 �_1 P-1 P_1 P-1,4 P-1 SAT g'-Ow j� P-1: MiLLER, CWO58W, LR`/ 71, DOVE WING, SATIN LATEX $V-1 P-1 -- P-1 - - P-1 (BASIC WALL PAIN,). 22d- COPY&-M -_--. RB-1 P-i 9-0 -- ---SAL-- .- P-2: MILLER, WHITE, SUPER SATIN ENAMEL r S'!-1 - RB-1 - P-1- P-1 P-1 P-1 SAT_ g'-Ow _ (ALL DOOR WiNDOW TRiM COLOR). 3 T-1 P-1 P-1 P-1 9'_0" �- P-3: MILLER, ACO93N, LRV 6. ALLIGATOR, SATIN LATEX s o __RB-1 - P-1 _ A� CPT-•1 RB--1 P`1 P-1 P-1 P-1 p'�0n ._ (ACCENT PAINT) SAT P-4: MiLLER. 7281W. LRV 82. PALEST SUNSET, SATIN LATEX M CPT-1 P-1 WC-3 WC-3 P-1 --- (ACCENT PAINT) MwIll L3 F L ROOM _ -RB_1 __ _ 9'-0` c-_ �_. OPEN OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 g'-p` _ P-5. MILLER, AC114N, LRV 8, ROBUST RED, SATIN LATEX JOB IIS• - ` ��Fso sw PItwY (Arrr'NT TAINT) ` 29646503 3 u1 12 OWED FOR, • MAY So �7 oaf u . ., .:'L'E�'Yt_jF'�1•i�4YYiiYI+:A,IA"lit�lCal,� ._: gp�,�.v�' -tA � , IF THIS NOTICE APPEARS CLEARER TNAN THE �+� g 1998 DOCUMENT,THE DOCUMENT 14 OF MA RGINAL QUALITY. MICROFILMED F rib Awwm i l ........: ..:.. .;.., ... .., ,.' . ., :..... ..•,..:',.... ...,. _ ...,.,:',., -„1 .e...',....' n .,.- ,.i.Mr.e,N.::Rll:. dIdIR,l,,(/Y,y,,y 6Y., .A Y ,dlF- 'C�Mx.....,::x5.i.w,-.-t',b.1:'4.:..'eiaJG4ri: ,aliltY?�ie4::.51'.a_t. :k JL '1[ kl..:,'.,Y:.Fd •' .. _� '.-: .. : ». ., „ > ..,.,. wn.::: ..rv: ., .: ^`./•, ,... R676IL �Yy�V�n r. M�I,eY�..�'Fd�&"a?E .. _._ C _ uY, dq ;. , Y P, ..., ,. ;.. '., _ .. I•`:i _ ,. :., Ir v ',.,o; ..'.:•: t S n rn'RI ". ' 'V.`•,4.,'4s•w', v:r' V 'Svaa.`F,+: .v ,C'r*r• j� 1` , •. y+rbr-M+p,n. rw'.r,V M.+,w".vwmrn•FIM'.nww'Mr,•..rr..:.,.. • .MMMT••w,,.ew,wM1`M4•"wrwMl •"w:+•wr.R•!•w.••or+•u/YMrF,TwM/w.,, ►.,MM►►....Y.+'r1nw,►w,w --�-e 12O 22A OH 1 TRAINING : CEN TER _ l4 a ' 222 + �► COPY/FAA ,�, BREAK IRM ` C.OP Y FA X CO, JFERE: VI CE A I � E� I C 22 l_ X28 ROOM QD C 208 Nr� ( I - 'i!!50 S.W. Macadam A • L F 2� 223 I Suite 22C ,� =� �— y' �--'_at__-� -- Portland. Oregon fl . Phone: (503) FAX: (ZpC3)'�-t I R+H 0"IRWI ca 1551 S.W. Taylor St. Par1lwd, Oregon 97205 Phone: (503)228--7177 gQFY1FAX I �� FAX: (503)224--W3Ei ROOMS 2 COPY, 11001 A 3 co ROOM a CONFERENCE ROOM BREAK Rt�0I101 I'\/�2��'.,1'_O" 1/4"-1'-O" /1JG�7 1/4"-1#.-,0" Q�i1/4"a1�_Or - —�_ 1 4"=1/-0" t{ I Project 006 EMEN IENAIW y, LVWMEMENr j ` CM/Structural ErlQinear —08 V �Y 10 10 cc ON"MACM342E - _ i Rte• !� 0690 S.W. Bancroft Strrlet h Portjand. Oregon 97'201--00� t`°1•- -- - -- _ _. -- ------ _ _ _ _- - _ ---- --- - - Phone: (503)224-9570 <� - o FAX: (503)220-1285 1�s ell tAmdecope ArchitectWLMMACY i t — 2 --0" EQ. EQ. EQ. L EQ. EQ. I EQ. _'-0" EQ.- --EQ. EQ. EQ. I EQ. E0. I EQ. EQ. 1 EQ. EQ. EJ. EQ. EQ. EQ. 36" CLR. `.rest ' 1 - Suite 200 Portlanf o Phone:d�(503)22�3Oregon 122 _ ELEVATION C SOLMH ELEVATION �- NORM ELEVATION _ ORT H ELEVA110N ELEVATION ' ` 1/4'-1'-1)' 1/4"-i'-0" i- 1/4",.1'_0' 1/4'-1'-0' I 1/4o-1._0. - 15115 S.W. b Po+karayi,' SuOtr 15" Portky d. Oran 97224 ---- - _-- - -- Phone: (5113)884-05:52 O O C7 0 / O l JK� V CT Q1 N OF I I - ;�� OD LA �'• O O I — r 1 i GENERAL NOTES -- �� — ---- — — --- — 'I --- N " r b _---- 'k — --- - -_-_-- --1--- _ __ A. CENTER DRAWER Ac CABINET PULLS 2 AT ALL EDGES. '% , _EQ. E(� EQ. O EQ. EQ. EQ. EQ. EQ. EG?. EQ. S. - o � MOW MAGKEN'nF, IM, At.l RIGHTS RESERVFA' -ASI"_ELE'VAT'ION wVEST ELEVATION 1�rlEST ELEVATION '-AST ELEV,A110N 1�� A>K NZ ARE, THE P�, GROUP lIACKENZIE AtdO .1RE NOT. B - p USED (kt REPRODUCEDIN ANY y, 1/4"-1'-0' 1/4"-1'-0" 1/4"-1'-0" H 1/4"-f'-0" WITHOUT PRIOR WRITTEN RE\AS10NS: REVIS M pR1�2= lt i SOFFIT WHERE IND.SAT.D KEYNOTES l3" 1. NO BASE CABINET. AT SINK, INSULATE PIPES AND DRAIN EAVES }- --" ` PER ADA. --+- ► � 2. MICROWAVE LOCATION. 3. FINISH END OF CABINETS. �=------�=— !iHEET TITLE: 4. P-LAM CABINETS. ' ' I w & FILLER STRIP AS REQUIRED. FIELD VERIFY. ENLARGED t it UNISTRUT ATTACHED TO DECK S. ADJUSTABLE SHELVES TW. _ CABINETRY 7. 4" RUBBER BASE. TYP. ; 1/1! 134 • 3" 8. SINK. ;---- 9. BASE CABINETS. u ,, , . PLANS & _- ELEVATIONS - - �ACKSPIISH ALL THREAD ROD AT MANUF BP_ACKTT' AT TACH ENO 23" P.L. TOP 4i -.._----'---- V N W _j ,. ,- �' ``' _. MOTORIZED PROJECTION SCREEN , DATE: DRAW Y• HWO J QYP. 00. Woo oiww.. wIm,4 _. _— - -= - W ?._..._ PPA J HEET 71 A 2 3 CC::.INTF:R SECTION PROJEC11ON SCREEN TYPICAL 3,�4o.r-0" .._ —r.0�� .� OF 13190 sw a mh Pkwy Jai it� „ OW.7-0236 % +ot,� 18*MD FOR kfgO� ....t :.1II9 4 3 v 1' 1 }F "'h� 41 u'`{ �' r M�4�` k"r..�'4F.;y:," 1, ,h>L i, .i•,- .ri" 4:. �^,r J, 2h- iw f s ' OF THIS NOTICE APPFAfS CLEARER THAN THF. 0r-( �ggg WW.tIMF.NT,THE DOCIINIPFC 19 OF MARGINAL QUALITY. MICROFILMED k=01,1111 a, , ..rsL.t�bV,Fr'w.e.A:...k::iier +—fY4 iA4 :+rg,.r.,_,-au,._., ._ ..., .,. •wanu.yt ,,:,...W.: r ' .. ;:. 1111 Jwl 'n3id�liYilkYiltlikrY•L+i11JYYYie4luawY[e, <w`t, Wwel'+AY911`Ike.; iINY.lui►..ti. . IYL"I�wt".Aim _.. - - • !e4 a '• f+MM'+�111l� ��..�.�.rrr.■r�ir14► 1(�ww�ii•■ii■I�il�Yun_a■rl�•��.■■ ,. '.....:. ., WIRW a 21o' O' I w 7-7. 10 F r � _ __ _.. _�� .� �—mss --- •--- 6 0 CO 91 21 - Sow A-, TD - - - - Macadam Ayr, 4480 , 2 Sulu ? 0 _771 Portland. Oregon 97201 Phor�rG (5A3)299-G000 FAX. (503)299-870 _ - --- MCA _ r• — - - _-t — — __ o R+M -- - — - 1 <4> FAX. ( ) 4-3833 t NO3 22 1. I • I __ „ • ;; Y.777 Project 5TAlR 702' 20Qi . . CME 233 •,, , TENAN nna -00 1 10 CM/Stru Y 1 - r • - h jCfUry� x �0O S.W. Bancroft $t1'rlif. a Portl a d, Oregon 97201-•003: Phone: 1;5;J3}? 4-9570 _ I A►X. (E03)228-1285 i -231 - - - --_ _ `� 26 225 - - 2 0 I — _ 1 NfAitect 2 — — - -- - - -- — -- - - --- — WAM— - - - -,� ! _ - — - - -- 2 _ 1t1 S,W. Oak Street SuP.e 200 Poctlond. Or 97204 •f - -_.-- Q _ __ I _ — - -- Nnano: (503)228-3122 —T a _ ( �OCaIiItILTAil1'�il�,ilir I I I i I v' a I I 1!AI15 S•9I. Sequoia Pw"ay ,j 2'-2 1/2' I ',� 150 Portland. Or&W 97224 ;� -_----- _ 28'-10— ---- _—_--- 30'-0' _---- 30`-0' _ 30'-0' _ '-1 �'�-�-�--- 13'-4' _�__8'-4' 30'-0" _ 28'-10' Phone: (503}864-0652 1�-2 210'-0" I — 11_2• , l A B G OD E <E? E3 F <GN/,> H 3041 2ND FI_C�OR PLAN � T£R P ,Y� kin 0 4 6 16 �a , , ® GRMP MACKENZIE 1916 ALL RIGHTS RESERVED THF ORAVANGS ARE THE PR"TY OF' GROUP MACKENZIE AND ARE WT TO I& IM OR REPRODUCED IM ANY ONO WTHOUT PPiOR .ARITTEN PUNTS" REVIS10N5: 1 f r REM M MUM WALL LEGEND GENERAL NOTES KEYNOTES C.USNO QATE SOUND ATTENUATED RATED WALL TO STRUCTURE A. CONTRACTOR TO CONFIRM THAT EGRESS LIGH•,ING CONFORMS TO 1. OPEN TO ABOVE. PATHWAY - SEE KEYNOTE IF3 SHEET A2.2 2.. SEE DETAIL FOR WALL O SUSPENDED CEILING Ae GYPSUM uOARD CEILING. --------r- SOUND AT7LNU`TED NON-RATED WALL TO STRUCTURE B. CONTRACTOR TO COORDINATE EXIT SIGNS WITH ELECTRICAL DRAWINGS. 3. SKYLIGHT AHOVE (SEE ROOF OLAN). C. ALL CEILINGS 1'0 BE O 9'-0' A.F.F. U.N.O. 4. ELEVA rOR D. ELECTRICAL CONTRACTOR TO VERIFY INDICATED LIGHT FIXTURES 5. FOLDING FIRE DOOR W/ TRACK O SOFFIT. W/ ARCHITECT. OTHER LIGHTING TO BE DESIGN--BUILD PER ELECTRICAL 6. START OF CONTINUOUS CEILING GRID --•---+--+�---•----- CONTRACTOO. 7. VAULTED (SEE INTERIOR ELEVATION IN SHELL PACKAGE). I E. ALL INTERIOR WALL TYPES TO BE Pt TO UNDERSIDE OF CEILING, U.N.O. ft LOW VOLTAGE C:ABLrr LIGHTS. — 9. RECESSED MOTORIZED PROJECTION SCREEN (SEE DETAIL 7/A2.3). — .0. SOFTIT SHEET 7ITLE: 11. BUILD THE SUBLEASED SPACE SUSPENDED CEIWUG SYSTEM (GRID. TILES. HVAC, LEGEND 1JGHTING. SPRINKLERS, ETC.) PER SC.AP I,NA DE."IGN STUDIO, LETTER DATED REFLECTED ..�.� _ 4/18/97• C E' LI N V , GYP. BD CEILING PLANT C OPEN TO STRICTURE: _ ARMSTRONG SECOND LOOK bAT1», 2 X 4 WHITE COR1t:;A DRAWN BY. HMD i, e �,. fix, x,,•'^ aPn � �;,, ..I .� 14 11 .CHE +�71 BY: v +,.F•.e e •.' ?�J)fe1 Hi..r h� E y,� .�S ,� '- 1 .jM,, .Q,4 i�u• j�t �� ._..,.__.._..._.,.•., SH"'�n , ..i :_ k�. _1'1:d1,.. .vV,:C r..7,,�'.a:, ,+",`,`,'X „:ul s' v i1, Yf`.... ,,., :a k. r. J�:'.,71(,'Y,1, :- i• EE r' ' i rl y If .. i'CaTN••iU;.tl{. s.'a:sL`+. '.,'tAiBICFI ,i , Wr 1 Na 0 6 . 2 ►Fr 'r ' ` N0. 29f46M. B1319VLIP V SW=11 WaY . 68MD � 73I x'1,7��' WIMBAENT FE� � �� 1r �� A►+M 4w11 � �� 17-0235 5 o17 IF THIS NOI WE,APPEARS('LEARER THAN THE OCT R 1998 DOCUMF AFT,THE IIOCUM;.•NT IS OF MARGINAL ONAL17'Y. NIICROFIL:N�ED r (, AM , , .. ........ _ ....,N. ,. �+. ,p,,,,,,,.-.,, ... :._... .......:... .__._.,.. .... --. .. .... •..,: ..esu. "C,:..,+ a�, n ..A: •b: , ...... •. - _.. _:.. .. ... ...: ._:..w .. .b2P..,.. _._- . ..._. .. .r:. ..,y,. W{+..,•.•t -dt�J°: �$ ,i`!u•t - _.+.tr". �.'. o -a' , i y i. _ •.walde,:AO WiwLatixrusu3:..w._. ' a A" YiYY1�Y1fB1�•I�Y 1 1. r. u. :'.4rxir F*R.!�....�.+,��-.�,-t r--•-_.__......_ ^T'+r'•�.�*+'^'_. ..-..."w ..,T•,.."�... •..lPI1IAl�!" N WAIT TO ST1tU '1'l1AE i SEE /A!! i ;,. .�rs �, .�-- �,. .___..._ 1d 2 FOR BRACING �+ }, TYPE 'X' GYP. BOARD ACV ^ 7 F _.,_.w----9OTTOM OF STRUCTURE �' �+�•,;�, r�`�' � � ti d" GIS MTL S-'JDS , is' Q.C. _ • • w Y ,_--'�• 411w, ': � - 2 C-!� METAL STUDS 1 LAYER TYPE X GYP BD , �._. PY _. `TYPE "X" GYP BD :' �• ..........-- - ' METAL STUDS A 24' O.C. • 24' O.C. W/ "J' TRAP( _ SOUND ATTENUATION BATT INSl1LATI(>ry - 1}4" SOUND ATTENUATION BATT INSULATION <f= " FYPE "X" GYP BD " f 1 SHAFTLINER o ---GYP, BD. E A. SIDE ` f Z --- - SUSP. ACOUSTICAL CEILING TYPC "X" GYP Bp 1 a SOUND ATTENUATION INSULATION OR GRID AS CALLED OUT AN x20CA METAL STUDS W 24" O.C. "' b W �-` REFLECTED CEILING PLANS -' So TYPE ATTENUATION BATT INSULATION I (y`� - TYPE X GYP BO i• -- 3 5/8" METAL /- —METAL STUOS Q s '-� STUDS A7 24' O.C. j t +r I --BOTTOM •TRACK TO nNISH P1@ " TYF�E 'X" GYP BID ,' C1 - _� FLOOR WITH POWDEbR DRI VEN ° METAL STUDS O 24" O,C. SUSPENDED CEILING 1 ANCHOF7S AT 4'- O O.C. �__ SEE PLAN FOR Ul o, SOUND ATTENUATION BATT INSULAYfuN N 03 WHERE OCCURS WALL TYPE •• " TYPE 'X" GYP BD N -5/8' GYP BD TYPE 'X' I i -CONT At OUSTIC SEALANT _ SEE PIAN - EXTRA LAYER OF G)P. ETD. FOR - -- --- a EACH SIDE AGAINST TRA - S GK POW 9R, JDO� WIDTH REWAL_ LINES (SEE�INT. E:F,VA1.1'ONS;. - -- l^ BASE AS OCCURS I NO SEALANT AT SIM GOND P _ dw TYPE "X" GYP BO IN TOP OF CONC SLAB CONCRETE.: SLAB V- � _ J fZD " METAL STUDS 0 24' O.C. .-.` - --.•�.__._. - --- - - -_- CONCRETE SLAB � - 3 SOUND ATTENUATION BATT INSULATION - c--- __.-__ __ __--..._.._-,.,_•,,,, - RESILJENT CHANNELS • 24' O.C. OFFICE SIDE y1' TYPE: 'X' GYP, ETD, SEALANT - TYP. O EACH SIDE OF TRACK MWOMEN TVP. CUT TAPER OFF- GYP.BJ. . - . AT WALL.: INDICATED ONE HOUR RATED ON PLANS AT WALLS WHICH RECIEVE �!Ll50 S.W. Macadam Ave. CYPSLIIIr1 ASSOCIATION WP 1240 FLAT BASE -� -'�'-"� Sults 220 ._ Portland, Oregon 97201 IIVT ROCjR PAR777" P2 1 HR. SHAFT WALL �, , �lV,4LL TO STRUCTURE NON—BEARING WALL AT FLOOR TYP. Phone.�)299-703°° --- - a 3"-1'-0' °� - ONE HOUR �VI-1� I - 0'-3" 1'-0" R+H 1530 S.W. Tayior St, Portland. Or*W 97205 CA. SIDE ..,---SEALANT Phone: (.503)228-7177 FAX: (803)224-3638 f HOLLOW METAL FRAM V . SEE: PL.JV t _ ._ -- SEE 4/A8.2 FOR BRACING WALL TYPES DOOR -----i Pry¢oct 20 GA 3 5/8" METAL STUD�SPACINC - --- - \ l' TO FLOOR STRUCTURE AT 8-0 GYPSUM BOARD OC 1v/ (2) /P SHEET METAL E SrOXPFM BE RO EACH END. BRACING SOUND ATTENUATION - SEE PLAN FOR WALL TYPE f i TO BE PROVIDED WHERE DISTANCE /-! GYP BD PARTITION SEE PUN / BETWEEN PERPENDICULAR /" WHERE OCCURS INTE'RSEC'TING WALLS OR HORIZONTAL T 45' BRACING BETWEEN WALLS EXCEL-DS �,r----SEALAN. EA. SIDE R-11 BATT INSUL 8'-0" O.C. DBL STUD AT JAMB - TVP. SUSPENDED CEILING \ --HOLLOW METAL FRAME --- SUSPENDED ACOUSTIC -�� ALUMINUM BREAK SHAPE TO MATCH PANEL CEILING STOREFRONT W/ 1j4" RETURNS BY - - —�-- - �- CUT TILE' FOR TIGHT / STOREFRONT MF �i - - -- FIT A7 WALLS I G SEE PLAN FOR WALL TYPE �--- CASING BEAD USG 200-A ....� � pvil/Structural Enginear H, ATTACH STUD TRACK - - - �P� DIRECTLY TO GRID METAL DOOR FRAME 0690 S.W. Bancroft Street t, - - Portland, (began 97201-OC+3® GYP BD EACH SIDE SEE PLAN FOR WALL TYPE f Phone: (503):24-9570 FAX: (503)228-1285 I PROVIDE EXPANDING RATED GU,ZING (SEE SPEC) -- FETAL STUDS 1 INSULATING TAPE _ DOOR PER SCHEDULE - Landscape Architact \� INSULATED STOREFRONT wXJ09q MACY GLAZING SYSTEM 111 S.W. Oak Street Suite 200 WALL TO SUSPENDED CEILING DOC3R JAMB WALL P ,and. Agan g72,�4 N e AT MULLION DOO JAMB / HEAD TYP INTR WALL — BELOW (LNG Phoria: (`►03)22f?-3122 TY4><CAL 3 s1 -0 HEAD SIM 3'p1'-0" < Z 3'R1'-0" Co • o 131'-0" 4 � sum CQI&•Tild M Na 20 GA. 3 5/8' METAL STUDS BRACING 15115 S.W. Sequoia Parkway TO Fl SIRUCTUR'E AT 8'-0" OC S'� 150 WL 1'2� SHEET METAL SCREWS Portland. Oregon 97224 -i UCX7R PROAD.E:D WHERE DISTANCE BETWEEN D. BRACING TO BE Phone: (8�3)I�4'-4852 ,��''++.� / PERPENDICULAR INTERSECTING REDUCER SPECIAL �rrONL.� ONS / / 45' WAILS OR HORIZONTAL BRA�IN9 ------- + D O BETWEEN WALLS EXCEEDS 8-o OC --- METAL DOOR FRAME I I % GYP. BD _- i WALL O SI�1. CONDITION A. USE %" TYPE X GYP RD THROUGHOUT PROJECT. CARPET TO VINYL Ok :"^r C. SEE "STEEL STUD GAUGE CHART" FOR REQIi.REO STUD GAUGE FOR WALL HEIGHT. a -_ ___ _ I •,�'+ 1 -- --..N:CRETE PANEL 1 REDUCER --- - 1%' FURRING STUDS EA. �EL S 1 6JD GAUGE CHART Ar— - 4 SIDE TYP. I GYP BD 5•`vvH a _ STUD STUD 0' TO 10'-0" TO 16'-0' TO DEPTH SPACING 10'-0' 16'-0' 28'-0' 3 " MIL STUDS W/ NOT z SUSPENDED CEILING j R-13 BATT INSUL. 4' 16" O.C. 25 20 NOT a VJNYL✓VCT 70 CONCRETE I ' GROUP MA XENZIE 1995 PROVIDE BACKER RODOT I I METAL STUDS ALL RIGHTS RESfR1,ED q p 4 24 O.C.O25 la c� J AND SEALANT AT ALLOWED THESE CROUP MA(WNGN T THE E (V"T BE -- S.S. EDGE ANGIE FOR C, EXTERIOR TYP. " WOT PORCELAIN TILE. a 8 16 0.C. 25 24 18 ` " USED OR RIPPODUCLI) IN ANY MANNER,. iMTHOUT PRIOR WRITTEN PERMISSION 4" 6" 24' O.C. 25 20 1d w -�__, -- GYP BD REVISICNaS: V s DONE TILE Tp CARPET OR SH��N_l.j'� a � �.------ BASE AS OCCURS RE1A�N tT1f tt�I►f` .. I -_ CLOSING GATE W -CONCRET-e SLAB , Vf FLOOR FINISH FiANS!T ONS �o DOOR JAMB CORNERrin`�FURRING �_ BEAMria"�Typ f"��3"-f' C1" 3"�1'-0" PANEL JOINT 1 1/2"*�1'-0" AB.� NON—BEARING I'ARrTTTIOIV WALL00 FLOUR OR ROOF STRUCTURE. BLOCKING I;i n^EQ'D AT ROOF --+- r STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER N / SHEET TITfI,E. -ADDITIONAL HANGERS A. /ILL MEMBERS IMTNIhI 8" \ � � 7.0 GA. 3%" MIL. STUDS NON- ~ �- 6c.ARl'NG TO FLOOR P/�RT�OI� �ES OF PERIMETER / ':TRUCTURE AT ear � � � r ! 1 ti,7 r 8'-0" 41.C• Wf 16 GA. CLIP ANGLE LATERAL BRACING 20 HDA 400 ANGELES STUD (OR APPROVED EQUAL) PARTITION AS / //� �'� ca 3 W/ (t) i/8 SHEET • E WITH (2) /14 wnoD SCREWS AT TOP A7 12--0-O.C. T WAY r_-- SCHEDULED / METAL .SCREWS AT A. END. A. PARTITION TYPES ARE REFERENCED ON PLANS AND DET I L `COUNTc,rTSLOPE HANGERS IF MORE THAN 1;6 OUT OF PLUMB -� /� BRACING TO BE PROVIDED WHERE 2J CA RUNNER � �° DISTANCS BETWEEN PERPENDICULAR IN DETAILS AT TOP do BOT INTERSECTIiNG WALLS OR HORIZONTAL BRACING BETWEEN A. PARTITION TYPES ARE 10ENTflED USING A NOTATION 5/B" GYP 80 AT -._ WALLS EXCEEDS 8'-•0" O.C. SYSTEM AS FOLLOWS: ----- -- TDP, BOT, SIDES, " TYPE 'X' GYP. BD. , O BACK OF - I RECESS �, PARrMQK SjTFsy[�j= ��' - - 2'-0" x 20 GA. TRACK W/ Sr4EW A. / Pi, P2, P3, . . . GENERAL DESCRIPTION AND / 1--- 1 5/6" RUNNER BETWEEN JOIST AND AT EACH TO OVERALL DIMENSIONS „ - AT P � BUT JOIST AT EACH BRACE 3" 20 GA METAL. STUDS A 16" O.C. 8, P��-ITiON CONDITION .. � - 1 5/8' STUDS — DETAILED DESCRIPTION OF --__--- AT EA SIDE oh q � A. B. C, DAYi.: ` - - -- - - - r- C 2'-0" OC ! 1 COMPONENTS AND PERMUTATIONS, IF ANY CROSS RUNNERS FIT BETWEEN V R1f Y, MAX • MAIN RUNNERS ,• GYP. BD. TYPE 'X' 41 DRAWN BY: HMD i I RECESSES OR MA AIN RUNNERS A7 4'-,'* O.C. I I SEMI-REL'E'iriED _ ��` SUPPORT MTN 'L IMRt AT 4'- L-.. O.C. OR WITH r, WIRE AT 5'-OS EQUIPMFhIT PIA C*i�ac D ear.PPA P O.C. EA. WAY 1 ---- -._. " ---- PARTITION j f . " CLEAR MP) I � iff WALL TYPE I ION LA fboIAL BRACING AT 12'-0O.C. EA. WAY MAIN RUNNER TO STRUCTURE ---- 20 GA STUD 9EGIN BRACING W'THIN 6'-0" OF I PARTITION CONDITION---- PERIME:TER ANV 2' FROM CROSS EA SIDE MEMBER. - I SECURE ALL HANGERS TO BL Dr,. __--. � �--�- -- s "� " ., _ ,..,. .... ti STRUCTURE C TIONS � PARTr ON NOTES M'G ATHE:If rJtRCE OBSTRUCTIONS. BUSPENDED CEILING ,� RECESSE�'� WALT_ EQUIPMENT N BRACING AT TUNNEL a — - OF ` cam-- ---- _ 1. ALL. RA TED P,'w N 7 IONS EXTEND FROM FLOOR SLAB TO AUJ MILT. ALL�PPROV!<DECTM TYPE AND CES TO 10 E OF ABIUIY AN N.T.S. ei'-d' -� 3 =1'-0" to STRUCTUPF !�';.OVE. SEE PLANS FOR EXTENT 1108 N0, 29646503 r QO SW Bern Pkwy 1SWED FOR NT FEVEW BE MAY 5, =7 �, � 11 NM sur s��oz3s r 6 of 12 , IF THIS NATICF APUFAR$CLEARER THAN THc WT 1998 fmclIMFNT,THF,DOCUMBNT 19 OF MARGINAL QUALITY. MICROFILMED Aim R ON + • ,-.. 'n �.t ux - �uult,JseauWii.►_".ri.•{ih.�.-... ._.,_.�__--_s.��i I�LIGi�� , __.:.,. _.__.m.,.,....,.,, •✓' &AYf:.)a ,.-tllitG11Pu1i:mawa,..,.: 4 !1 p' , ....n,wrw.Tnr+• Iw,e.:+.r.n.+r•+wrwrlw.�,.•wr..++n.r..ww.r....rw,..+•ww..•+..-..w..+..wnw.�..V..••.:...w.+vw.....uw+..�r•..r.rrr..nw..._�.....-.....-w.w....,.��...r-...r-....r..w.-..+..w+r•rw.wn�..�+n•r+w�.a.+.-+r+rr•w.�w.r�.+r..y1.w...nw+Msr.rwnww.w..n•..w.ww—r •r..+...ww..�www�.•r•.orr.r.....,..rrr.ww.,..wry.....w+..M+...rr•rw.r...w..,.......rn. w.rrn►.w+r_r.w.r«.+...r+w......-.....r..n...,....w. ur.r...ww�wr+.,.+w�M. wrwFwr. .wwww.r.+..•+ar.rww M' of "a t r�wwwr„r,.r.•,.rwrrwr—.•,+•w ..w..-w_.n wrr,w. .•. .. ....wr—..wr+.«...+.w•.r....rw,lw .w...rw.r.r..r-....r.w•+.. �.rr...•,w...wrw.........«.,.-.. ' i J UI ._ E SS COMPANY� 4650 S.W. Macadam Ave. Suite 220 -- Portland, Oregon 972M �--- Phone: (503)299-6000 '77 " _- FAX: (503)299-6703 TIGARD OR R+H OrXIMTRUCiCh 00. 1530 S.W. Toyior St. Portland, Oregon 97203 Phone: (503)228-717'7 FAX: (503)224-3638 --- ------------- Pro ��- F OW E)04*M C : r ENA W90MEMeff f ARCHITECT STRUCTURAL ENGINEER INTERIOR DESIGN CONTRACTOR INDEX OF DRAWINGS MACKENZIE/SAITO & ASSOC. F.C. MACKENZIE ENGINEERING INC. SCARDINA DESIGN STUDIO, INC. R & H T+..1 COVER AND INFORMATION SHEET �----�' a4l/Structurol Engine 0690 S. W. BANCROFT STREET 0690 S. W. BANCROFT 5►REET 1314 N'rV IRVINO STREET CONSTRUCTION CO. �°� 0690 S.W. 'Bancroft Street P.O. BOX 69039 P. O. BOX 69039 SUITE # 5'; 0 1530 SW TAYLOR ST. _ARCSMECTURAL. MAIMNGS Portland, Oregon 97201--= Phone: (503)224•-9570 PORTLAND, OR 97201 -0039 PORTLAND, OR 9720-11 -0039 PORTLAND, OR 97209 PORTLAND, OR 97201 -0039 FAX: (503)229-1285 Nor 9T2r0 GENERAL NOTES , . . PHONE: 224-9570 PHONE: 224-9560 PHONE:: 222- 1757 PHONE: 228- 7177 �� T2.2 ccs FLOOR PLAN T2.3 ENLARGED PLANS AND CABINETRY ELEVS. Landscape Architect p FAX: 28-1285 FAX: 228- 1285 FAX: 222-1814 FAX: 224-3638 T2.4 ENLARGED PLANS AND CABINETRY ELEVS. WAUCSMACf T6.2 REFLECTED CEILING PLAN - CCS 111 S.W. Oak Street T8.2 ARCHITECTURAL DETAILS Suite 100 Portland. OmWs 97204 Phone: (503)228-3122 ;tt 'ra , fi��6Ii�i► �� i PRO% ECT INFORMATION or FIR x A "N'', A. PROJECT LOCATION: TIGARD, OR. 15115 S.W. Sequoia Po*wa B. 1994 EDITION UNIFORM BUILDING CODE (1996 OREGON EDITION) Suit1 Portlandd,, Oregon 97:24 C. CONSTRUCTION TYPE: 11-N, SPRINKLERED Phone: (503)6b4--0652 D. OCCUPANCY GROUP: B E. SEISMIC ZONE: 3 µ F. MAXIMUM ALLOWABLE BUILDING AREA: 96,000 s.f. (? STORY) G. PROPOSED BUILDING ".^,cA: 55,650 s.f. H. NUMBER OF STORIES: 2 •.Otis 1. BUILDING t4F'IGHT - ALLOWABLE BY ZONING 55'-0" , - PROPOSED 31'-6" BULDIM LOCATM 6M 8W NTH PA!*Wb ® GROUP MACKENZIE 1996 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF SN ! I GR DPOR R`EP'ENZIE AND RODUCED INRE NOM TO BE MITHOUT PRIOR VIP.ITTEN PERMISSION Ivouxxher REVISIONS;: REVISION EDI"M -�• N � �--.� AREA O F WORK CLOSING DAZE Imorlind 04 T T+1 P ! -- Ilyri- \\ i //rqWd SHEET TITLE♦• 1d.00NW TIT I_t SHEET i EX18TM FAFNEM 1 fOURANCE B= - INDEX OF Vicinity Map j DRAWINGS /�► 1 SITE PLAN VICINITY MAPNORTH KEY PLAN DATE: Nom NCffM 2ND PLR. _ .,._... ., . ., DRAWN BY: EjMf) ;, ,,,sem„ CHECKED BY:PPA 1 I k SHEET -- — I : N u P, OF 13190 SW 68th P wr Jae NO- 29646503 UP 9; 0235 r---- 7 Of 17 w�Iwq�Mow►�+-s,ww aw ry�a/w rl►sr ISSUE-D FOR CONSTRUCTION SETS MAY K W7 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 11998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED iR► AhA— . i. . ..�Lu[�,L..ilY.a:. �,t•-..ii,..i v�+,: i�. tip, c eii �r., ...l :iuwir,.lY.r.�F Ji,YY�,:�ukdii:. "'NERAL NATES w LL LEGEND e GENE�lAL ==3 MOKIbT INM WALL TO BE PW'X V , PATCFI Wi* J•.6, Ili OOK 1 CV IL ING A6 I�0"0. 1. The drawings fo,.aie products, surfoces, and materials and the notes 22. Owner is rot responsible when Contractor must re-drill to ;aceto 43. All existingwalls to be elated with `-"-"-"� ::x161 ' essentially cr;ryoy design intent. The proJect intent is to provide fcr utility. Contractor shall repair all such errors. P ('c- tecta of eggshell finish 57. Automatic Sprinkler System Supervision: All valves, including 72. Illuminated exit si ns shalt be in ItvlCi WAJ-L TO Itl1"AlK PATO•; 4 ft-lia Mt At�'1r ti paint. Submit Color draw-downs to f��chitect and Owner for approval those in pits, shall be monitored b UL listed Fire 9 stalled ct required cit doorways NIOi:kb Olt:pATlgtilib,bf'eE GENERAL NU7EA FOFt prtP�llllH a complete, working model. Upon completion, ell utilities should 23. All additional drawings and specifications required for Y one where otherwise necessary to Indicate the direction of egress �� 1� PARTITION"4-, 3-1/1' 2b A1L� be con�wcted and all penetrations through exterior walls and roof be supplied b Contractor and subeontrac#ors permits to prior i� application. Marshal- central station. Water flow and high/fo.r when the sot serves a occupant load of fifty 50 G� ��- y ( ) u- me re. siroulr; bP water tight. PP y ( ) 43c. Nlhere all new partitions abut, join or connect to existing surfaces, pressure for dry pipe systRms (if used) shall be "_,�ervr3ed, as well OSSSC, Section 1013. • 16' 0r-WW 6/a'GYP W.EXTL'ND $N'TIIM Ada!!"�JL1r 24. Cantratto� to provide mechanical and electrics' as•-burst, all .,alts, or new construction, the finished surface shall be Aligned flush. as other features deemed necessaryb Nation + t 2. R.t rorkmanshlp and matE-ars shall conform to the latest adopted warranties, .nd operating manuals to building Owner within two 43b. All new walls, partitions shall have taped joints- 3 Y National Fire re prink; /3. Exits shall be illuminated at on !inns the building is occupied it TO FIN04 CEILMG&Pl OVOE 4 RIJMt�ER ;;,Anti, Y g p d w h oulldiny cafe edition, and to conditions and specifications of all (2) weeks of completion of Work. Contractor also i; to provide and primed tomast olnt-read ra urerntnts. ( ) coats sanded Association Standard 72 series. UBC Section 90 a.3. Fire sprinkler light having the intensity of not less than 1 footcandle at h I the floor DEMCJLiTION OR(:Fit,fN _MK t `,p ritoverning authorities PP y q contractor to prepare sprinkler system shop drawings for level. The power supply for exit illuminotron shall Hormel; be yy Final Certificate of Occupancy. No retainage shall be released urns; 43c. Existingwalls, surfaces shall he stns y n.�. 3. Gontroctor shall .`ie'd verify all dimensions and conditions prior to Owner has received these items. Aped, resurfaced, and patchPc coordination of Architect s drawings by Architect/Owner and shot; provided by the remises' wiring s tem. In EXI6TMfs Ch1R1 P y ys the event of its failure, W'4L-L as required. pay all fRes and obtain all permits and approvals from governing illumination shall be automatically provided form an 'M starting construction ;;^� ,-sport Any discrepancies to the Architect. 25. All work indicated on Ions shall be considered new un,ess y p emergency NEW Gf-It1 LLt4LL Any correction work reyulred as o result of not reporting such P 43d. Prepare all existing and new walls for the installation of agencies necessary to complete work. system where the exiting system serves a 9 ys n occupant load of 10,1 or NEW BTOR(IEONT i'AIRfITk�l WALL S!! DETAIL /A9. P y identified as existing to remain, wall covering and paint as Appropriate. Comply with manufacturer's 58. The Mechanical Contractor at completiim shall prepare and submit more. Emergent systems shall he supplied r t+ discrepancies shall be performed at no additional cost to the 26. All materials and products used on the ob site shall be r Y Ys pp f om storage bo .awes ' Owner. 1 instru:tions for All installations o. wp,l finishes. (3) copies of an Air Balancing Report to the Architect for review or an on-site generator set and the s stern shall "environmentally safe," low odor, and non-flammable. Use of any 44. Dispose of all paint materials off site. Do not pour down drains, by the Mechanical Engineer. For work in Creekside Six, al! air Accor Y be installed in 4. Contractor and sr.' contractors shall carefully examine the site ons product not complying with the above criteria shall be coordinated catch basins, or in landsca ino. dance with the requirements of the National Electrical Code. , the construction documents of the Work. Errors and omissions in with the building Owner. P balancing shall of by Air Balancing acce' lty Inc. OSSC, Section 1012. 3 the pleas or s•;acificotions shall be called to the attention of the 27. Contractor will be held responsible for anydamage or cleaning 45. Provide o full gallon of each wall color paint with labels in tenant 59. Fire dampers shall he installed and accessible for servicing in the 74. Pr i SYM50L LEGEND ICJ uv de visual and Audible alarm signal appliances integrated into - -- __•a,. _ ._. - � . Architect pr or to submission of bid so that addenda may be issued. throughout structure deemed to be o reslt of his work. Contract tette Owner.ands sin;<, label all leftover paint, and store as directed following locations: OSSC, Section 713.11. the building alarm system as required by ADA arid OSSC, Section F EXI6TMG tiELOGATED •- a. Ducts penetrating fire-rated walls. 1109. Provide additional electrical service as required. Coordinate U r- Failure to c;,; so on the part of the Contractor does net relieve will provide construction cleanr ) of all areas affected by dust or 46. A I exposed 1YPsum board to be taped and sanded with texture to 60. Contractor to install q dFIOtIAg M i I+,l.F7,�tE Contractor of the responsibility to provide a correct and finished any construction material during construction and upon completion match existing adjacent surface in building (UNO). elan to construe in temporary filters an all HVAC VAV boxes requirements with building Owner. Alarm locations indicated on N NOW ITEM6 dFiO N UY �1� P�ELOGQTm ITEM product. p t o Filters will be removed at the completion of p plans are fcr reference only. It shell be the contractor's < Y.AR PEN == S. The Cartracior sh.pil obtain and pay for all permits and of project. 47. All gypsur, board to be minimum 5/fi" thick and shall be screwed the job. responsibility to provide she drawings showing alarm system ---� _ P 28. Contractor shall coordinate and pay all fees for HVAC contractor to 2� �a. 3-1/2" metal studs at 16" o.c. UNO . P 9 9 sewer hook-up fees, as well as the plan check fee if it has not. to provide 100 fresh air supplied to entire tenant space 3 calendar 48. All fir :sh materials to al established b Tenant Construction 61. HVAC Contractor to coordinate zone control of existing HVAC layout as required by code. previously been paid far Anon to the bid dote. An allowance for Y system at improvement area. Separate and re-route existing duct 75. Electrical Contractor shall verify the serviceabitit and rcusubilit �` DIJPLlwX OUTLET e- 6MGLi! OUTLET days prior to and 1 day after substantial completion for t tocol of 4 Standard, unless otherwise Hated. Cola in accordance with finish work and controls a- required t° provide independent operation by of all existing I y y sewer system, development charges a n shall be submitted in the days. Provide up to 100 fresh air without making other tenants schedule as approved b Owner. g e ectrical equipment and repair or replace as Q Contractor:, Bid where there is p net addition of plumbing fixtures uncomfortable. PP y tenants on each side of demising wall, necessary. �- �- ,�� S W Macadam A 48a All fluorin (carpeting, vin oods rnd metals shall be t 0, T!ItLEF$iONE'/DATA ro, i.e., ad.lin 1 9 >" 9 ) 62. Contractor o clean all new and existing HVAC grills and diffusers 76. All Conduit to terminate In standard duplex FMRn-EX OMET ( g (..) toilets and (2) sinks and removing (2, .allots, the 29. Provide draft/fire stops as required by OSSSC, Section 2301. provided and installed by general contractor. Provide 5� extra car et scheduled to cern Irl. p box (� rises otherwise $tJ?te 120 fee would be calculated on (1) toilet and (2) sinks). Traffic Im art 29a. Contractor to P a All duct work behind grills shall bt a uniform noted). See electrical plans. OUILLT p provide rated penetrations per code at all (10'X10' minimum dimension for later use b tenant. Partiond, Oregon 97201 feta pre not to be included. rated wells, ceilings floor,,:. ) Y dark color. 77. Switching for lighting indicated on the Architectural plans is fo� I T � - '� o. The Cuntractor shalt provide andtelephone, g� 49. Contractor to fill and patch existing concrete slab and shall provide 63. All gas piping to be indoors. reference only and is intended to show switch locations only. ®t6 ING FLOOR }alt;POLL IW Phone* (503)299-0000 P pay for is u seer, smooth uniform surface prior to nen. floor covering to be installed. 64. Provide separate gat meter on building exterior wall as directed by Regr irements for dual switching, automatic y `i MONUMENT 6EMAGE6 A6 6WOWIN FAX: (503)"99•-3703 temporary toilet facilities for subcontractor's use. per$ otic area shut off controls 7. General Contractor to coordinate Architectural drawings with 50. All Tenant Imprcvement specifications indicating that "all Owner. When sub-dividing an existing space, a separate meter for- and all other code requirements shall be the responsibility switch the itlCLs62iELl FLGDIt lvel!CE681ED FLOOR materials, adhesives, and other products used on the job site sha!I each space shall be provided as part of this work. Separate gas deli -build Elertricol C r Mechanical and Electrical drawings. All mechonica! equipment, 30. Doors shall open fearer the inside without the use of a key or any be "environmentally sole,' low odor, and nun-flgm•noble. Carpet meterin will not be re ulr f 9 Contractor. A minimum of (1) one switch MOUNTED y q ed or work performed in full-service ® r #QLRX ® MOtNTED fel-1G'f".ATA R+H ductwork, grilles And registers famished by Mechanir,pl special knowledge or effort. Section 1004.;.•'. must include o CRI-!AQ green label indicating carpet meets with buildings like r P per rot m shall be provided (UNOI. Olt?l_ET g C eekside Five, Creekside Six, Wooc�ide Building 78. Existing electrical and Aber;"/data outlets are indicated on plans. OUTLET Contractor. All aemolition of mechanical equipment, piping, etc. to 31. Tenant dear hardware shall be building stand^rgt with finish to match industry standards and is ren label safe" c.nd low odor." Six. be performed by MecFranical Contractor. Additional existing outlets mi)- exist and should be verified by the dl�l6sO FAULT by-61!'1"16 Fl�d4TURE 1:530 S.W. Taylor St standard unless otherwise noted. 65. Duct all exhaust fans separately, Electrical Contractor for reuse as part of this project and may be 0 n 8. General Gontroctor is responsible to Contact the Mechanics! 31a. Double Door Hardware: Where exit doors are used in pairs, FURNISHINGS p 1 y °'T OUTLET SASE FEED OUTLET PorUO d, Oregon si7205 Englnear pnd schedule a minimum of (1) intermediate inspection at approved automatic flush bolts shall be used on the secondary leaf. 66. Furnish and install water heaters, sized far use indicated on plan, to used in lieu of outlet shown as new in same area Phone 503 228- o ! ti f ( } 7177 amp a ono rough-in and a final inspection on all be mounted as directed by Owner. 79. Contractor shall verify locations of all electrical and voice data P projects that The door having the outomatic flush bolts must have no door knob 51. Furniture Indicated on plans is for reference only and shall be 67. Mechanical units shall be set on curbs to match existing roofing voice/data (503)224-38,3!! Move on MVAC bidder design performance specification. g g outlets for systems furniture with the Tenant prior #o installation. ® Jlt`iCfION 71tE1tl'1wO6tAt P re surface-mounted hardware. The unlatching of any leaf must not considered NIC. materials and construction. Curbs constructed of pressure treated 80. Contractor to clean all new, existing, and relocated light fixtures Dimensions take precedence over scale. Dimensions are typically retains more than one operation. OSSSC, Section 1004.3. y g at centerline unless otherwise noted. 2x8s r,;th cant strips and Derbigum cap sheet will be allowed if completion of job. Re-lamp and replace ballasts In light fixtures as 32. Exterior main entry door in a Group B Occupancy may have a MECHANICAL compatible with existing roofing materials. Provide counter required, DUAL-LEVEL ADA e 10. n n garbage shall keep the area L Werk (interior and exterior free flashing ua req-.i�td. 1 �y FIRE EXTR�lAJI6i4ER keyed locking device readily distinguishable as locked if c visible 8 . Telecommunications o tem b Tenant. Contractor to OItlWC1NG POIPubTAIN ^f garbage and Cebrie on a DAILY basis. durable sign is mounted on or adjacent to the door stating "TRIS 52. All rnechanical design to be by Mechanical Contractor, unless an 68. Toilet rooms shall be rovided with a mechanically I Y coordinate III. Contractor shall keep roofs free of debris (i.e., nails, screws) at oil DOOR TO REMAIN UNLOCKED DURING BUSINESS F to ly operated Work. Verify with tenant locations of all new outlets prior to pro engineered set of drawings is provided. Submit (4) copies of pions exhaust system capable of providing a complete change of air installation. Ji.et times and shell be responsible for immediate repair of any HOURS." OSSSC, Section 1004.3. o and ,specifications to Architect for coordination with Architect s every 15 minutes. Such systems shall be vented to the outside air RL r R PRAM WEA TER roof membranes or surfoces. ® �� Tlt� 33. Panic hardware shall comply with U_C Standard No. 10.4 and drawings. in addition, Mechanical Contractor shall provide with oral at the point of discharge shall be at least (5) feet from any _ "�r' 12. Coni•ractor to properly patch all roof penetrations to ensure shall be installed on exit door from assembly rooms with an his/her submittal a minimum of (2) copies of a colored floor plan openabte window. OSSC, Section 304.5. watertight seal. The Contractor must use the roofing subcontractor occupant load of 50 or more. OSSSC, Section 1004.4, de,;ignating which areas are controlled by each thermostat. 69. Plumbing Fixtures: Contractor to select plumbing fixture - WVAC 6UPIRLY 'NAC WFTURN C8 SGIRM who, installed th-t initial roofing. 34. Contractor „hall verify compatibility of hardware specified with Me,,hanicol design must be a rove P 9 s to match ® am MECA j j� � m� �, a. When installing any kind of new equipment HVAC etc. on a 9 pp j by Owner prior to construction. existing tenant standard. Submit fixture cut sheets to Architect and Z ( ) building keying system. Mechanical Contractor to pay all fees and obtain all permits and Owner prior to installation for cpproval• All plumbing fixtures roof, the Contractor is responsible to install crickets if necessary to 35. Provide closers on all exit doors, demising wall doors, and where approvals fr• n governing agencies necessary to comnlete work. (sink, faucet, and toilets accessible and com liant b - ADAAG P > ® c. y prevent standing water. in addition, roof curbs, flashing, pitch noted. packets are also to be included as necessary. Coordinate with General Contractor those items for derr,vi;;:on not requirements, OSSC, Chapter 11. 2'x4'FLUOM6CZ KWT t�]]77 d x 4 RECESSED FLUOR LIGI.IT 36. Top of relites to match top of doors (unless noted otherwise). indicated on drawings. Coordinate electrical requirements for _ 13. No storage outside of buildings shall be allowed without 37. Bi-fold doors, if shown, shall match solid core wood doors and mechanical system with Electrical Contractor. ELECTRICAL authorization by Owner. track is to be concealed. 53. Contractor shall provide a written scope of HVAC work with bid. enantsac ,,ll h h ti i new and All doors tools or material goods stolen or 38RFCE66Ep DOlWL1GHr VANITY LlGI.1T damaged on site. � 14. Owner shall not be responsible for- . , existing, shall matching veneer slicing This is to include tonnages, new equipmentnumber of zones70. c. Each tace shall be p provided with on override switch for patterns and grain density. Replace existing doors if required to description and quantity of controls and th 15. Upon completion of Work, the Contractor shell thoroughly clean match. ermostats, etc. Owner full-service buildings. will review scope of work proposed prior to acceptance of bid. b. All electrical .iesign to be by Electrical Contractor. Submit plans LIGW. SWITC:W 'e' DIMMER ----•- the premises and wash the inside of all windows so that space is 39 Door openings in rated walls shall be protected by a tight-fitting 53a. Contractor to provide certification that outdoor air requirement [dJ ready for occupancy by Tenant. q and specifi Teti ric to Architect for coordination with Architect s CM/5tructurd Engineer smoke and draft control assembly having a fire protection rating of of chapter 12 table 12-A of the UBC will be met for each occupancy drawings. Electrical design must be Approved by Owner and 16, Upon completion of Work, the Con`ractor shall be responsible for not less than twenty (20) minutes. The labeled assembly shall be use within the T.I. space. Tenant prior to construction. Pay all fees and obtain all permits and s the return to Owner of all vacancy/.nechanical and electrical room self-closing or automatic closing by actuation of a smoke detector 54. The Mechanical Contractor shall al Trays confirm BTU heat approvals from governing agencies necessary to complete P ® VENT $ SMAICER 9 9 9 y work. fl 0660 S.W. Bancroft Sl3�t keys or shell pay expenses required to rr, key building. and shall be provided with a gasket so installed as to provide a seal generation on any of the tenant's equipment, including office Cr,u,G!r,jte with General Contractor those items for demolition not Portland, Orogen 97201.8Q . : .:. 17. Contractor shall warrantee all parts, labor, equipment, And material at the stop on both sides and acr.�ss the top. a ui meat, copiers, etc. ° q p P indicated on drawings. Coordinate electrical requirements for Phone: (503)224--9570 provided under this Contract for a period of one (1) year (or greater 40. Contractor to adjust the resistive force of all new interior door 55. Interior and perimeter office shall aster be or. the same zone. mechanical system with Mechanical Contractor, asp 61'1010E 1JE7EGTOR 6PRMCLER !-� >K FAX: (503)228-1285 if provided by sub-contractors or manufacturer), upon completion closers to a maximum pressure of 5 lbs. to cortrply with ADA Conference rooms a�,d lunchrooms tapable of seating ($) or more 71. Electrical lighting plan is provided for Contractor. only and is of contract. s be on their requirements and OSSSC, Section 1004.? and 1109.9. shall alwayown, zone. 18. All substitutions snail be submitted to and approved by Owner and intended to show fixture types and locations. All electrical design YIWAL ALAI 56. toMechanical Contractor shall give the Architect Ica your prior notice to be by Electrical Contractor. Submit pions and specifications to ! PKXNT 0 800 AFI' ® EXIT 61ON Landocape Architect Architect, prior to idesign entitems SPECIALTIES to cog dinate a site observation of the mechanical work by the Architect for coordination with Architect s drawings and approval 19. Any Subcontractor-designed items to be submitted to and approved � w�� Mec`,onical Engineer. Two site observations are required: one prior to construction. Pay all fees and obtain all permits and MAM in writing by Owner and Architect prior to construction. 41. Fire Extinguisher Requirements: Not less than one (1) approved when rough-in is complete prior to installing ceiling grid and one approvals from governing agencies necessary to I 111 S.N Oak Street 190. Sf,op drawings of all millwork are to be submitted '.o architect fire extinguisher(s) with rating of not less than 2A10B:C shall be at 100 percent completion. When notice is given for the final g 9 9 y complete work. � 5A6E 1 P�OWIER Suite 2i.i0 9 Contractor to comply with energy code requirements as required TO HAWORTW iwANEL6 fcr review prior to start of work. provided: One "A" unit minimum for each 1,500 square feet of floor walk-through, the Mechcnicci Contractor is tc fax the air balance b OSSC, Chapter 13, and shall pa��,1 912 Y P provide all energy calculations OreSpn 04 20. Application of materials by Any subcontractor to surfaces existing ,,Tea or fraction thereof. The travel distance to an extinguisher report to the Architect so it can be reviewed by the Mechanical required for tris/her work. Coordinate with General Contractor r•c--:, , r rs r 2"x4 PLIIOIQESCETIT LIGHT Phone: (503)228--3122 or provided under this Contract shall imply acceptance and from any portion of tha building ;hall not exceed 75 feet. Engineer prior to final inspection, those items for demolition not indicated on d swings. Coordinate r=__�, 2'xA'fVED suitability of existing conditions. Such subcontractor shall be held UFC tondard 10-1. electrical requirements far mechanical system with Mechanical responsible for damage or irregularities to his product as a result of Contractor. previous conditions. FINISHES Survo 21. Contractor shall verify all existing utilities such as sanitary and yor stor-n sewer, water, natural gas, and electrical lines. Contractor 42. New suspended ceilings and fixtures shalt match existing building VANIUM& shall verify existing electrical service and shallP rovide additional standard standard pnd be supported and laterally braced as sp, •;fied in UBC service as required. Standard 25-2. 15115 SW. Sequoia Parkway KEY FLAN Suite 150 Portland. Oregon 97224 Phone: (503)6114-002 DOOR SCHEDULE ,�,� _ HARDWARE SCHEDULE .t �.�e�,�, DOOR OPENING D00? _ FRAME _ HDWR. DETAILS r '►1 r- NO SIZE htckneas Typa Material Finish Firs Rat' Material Finish Gou COMMENTS MANUF. PRODUCT / FT�lLSt1E� 9 P ANS( Funet. Hood Jamb Sill GROUP DESCRIPTION 200 PR571`Xa'a' 1 A Sc S 200 MIN. HAA P 3 F75 7/T8.2 10/T8.2 ENTRY 1 1 1/21PBUTTS STANLEY F88179 4 1/20 1/2 SEE 08990 DOOR SCHEDULE W 201C 3'0"x8'0" 1 r B SC S 20 MIN. HM S _ 2 - F86 7/Tt;.2 1�2 CORRIDOR 1 I_OCK/LATCH SCHLAGE 'U" SERIES, SPARTA SEE ANSI FUNCT►ON ON DOOR SCHEDULE 201D 1'0"x8'0" 1X" B SC S 20 MIN. HM S 2 F86_ - 7/T8.2 10/T8.2 CORRIDOR 1 STOP IVES 407 1/2 _ ---- 1 SILENCERS GT 64 203 3'0"x8'0" 1�r B SC S HM FF i F81 7/18.2 10/1"a.2 --- - -- 2 1 1/2P STANLEY F98179 4 1/2X4 1/2 SEE DOOR SCHEDULE _ 207 3'0`x8'0" 1 " B SC S HM FF L F75 7/18.2 IO/T8.2 COPY 1 LOCK/LATCH SCHLAGE "D" SERIES, SPARTA SEE ANSI FUNCTION ON DOOR SCHEDULE - 208 3'O"x8'0" - D 4 _ _ -r c�uP M�, cENZI� lar - CONFERENCE 1 CLOSER LCN 401 DEL nn I(:t+,E TNR 'RTY OF 209 3'0"•c8'0" 1 r C SC S HM FF 1 FBI 7 8.2 V - 1 SET Sll-ENCER GT 64 GROUP RAAN Jzr`• :E APE NOT TO BE /T f 0 8.2 OFFICE AMY� 1 STOP IVES 407 1/2 �PRCpUCEU 'uMANNER,210 3'0";a9'0" i r C SG S HM FF _ 1 F81 7/78.2 10 8.2 ossa Ari R -- 3 3PR BUTTS STANLEY FBB175) 4 1/2X4 1/2 SEE DOOR 08990 SCHEDULE _ _ _ _ _ _ THCdI i h+t10R 1VftITTEN PERMISSION 211 3'0"x8'0" 1 G_ Sc _ S HM FF 1 F81 7/18,2 10 8.2 _ _ �G�END ?12 3'0'x8'0" iB SC S HM FF 1 F81 7/78.2 10�T8.2 SEE WINDOW (ACTIVE LEAF) SCHLAGE 'D" SERIES, SPARTA SEE ANSI FUNCTION ON DOOR SCHEDULE ►4EIASIONS: 213 3'0"x8'0" 1 C SC S HM FF 1 F'81 7/T8.2 IO/T8.2 2 DUMMY LEVER SCHLAGE "D" SERIES, SPARTA REYI,>" EDI" i CLOSING €lA7E 214 3'0"x8'0" 1�. C SC S HM _FF 1 F81 7/18.2 10/18.2 - - � - (INACTIVE LEAF) {�. 21513;6-yq�_0" i�. C SC S HM P- 1 F81 7/18.2 10/18.2 -- - f SET FLUSH BOLT IVES 257J _ ---- - -- - -- - - -__.. _ _ 1 ASTRAGAL SEAL PEMKO 369AP 216 0x8 0 1 C SC S HM FF F81 7/18.2 10/18.2 1 SMOKE GASKETS PEMKO S88D 1 ♦ t x'17 3'0"x8'0" 8 SC S - HM R 1 F81 7/18.2 10/18.2 SEE WINDOW LEGEND _ 4 1 OVERHEAD CLOSER DORMA RTS-88 220 5'0"x8'0"I ' " C SC !i HM P 1 FBI 7_8_.2 10 8.2 /` ♦ , , __ /T /T 1. PUSH/PULL FORMS d: SURFACES A�1 221 a"1)'x8'0" 1 C Sc S HM P 1- F191 7/18.2 10/78.2 -- ODP7558-20 (LEFT HAND), WROUGHT STAINLESS STEEL W/1BLACK PATINA 2ND FLO ' 222.48"x8'0" 1 "- B SC S HM P 2 F75 7/T8.2 i0 711.2 TRA_LVING �P7559-20 (RIGHT HAND), WROUGHT STAihJLES5 STEEL W/BLACK PATINA 2226 6'0"x8'0" 1�r B SC S HM P 2 F75 7/18.2 10/78.2 TRAINING -�- 223_ 3'6'x8'0" i " C SC S HM FF 2 F75 7/18.2 Y0/f8.2 -- -_--�- _ _ a" aw am P AY .SHEET TITLE: ` i[4 3'0"x8'0" 1 C SC S - HSA FF 1 F81 7/18.2 10/°f8.2 --- ------�--------�--- - 223 3'O_"x8'0" 1 " C SC S HM P / FBI 7/18.2 10/T8.2 ----- ---- GEN . NGTES 226_ 3'0'x8'0"-1 ( C SC S - HM FF _ f FBI 7/T8.2 1 J/T&2 228 3'0"x8'0" T " -- C SC S HM� FF 2 F75 7/78.2 I O/T8.2 - -------- --- a DOOR & 22saA 3 0"x8'0" �" B Sc S- - HM P 2 F75 7/18.2 10/18.2 �-� HARDWARE 2288 3 10,X8,01 1� B SC_ S � HM FF 2 F75 7/18.2 10/18.2 DOOR TYPES_ _ . SCHEDULE 230 8'0"x8'O" 1 r C SC S_ _ HM _ FF - 1 FBI 7/TB.2 10/18.2 - - '231 6'U"x8'0' .1 f C SC S _ HM_ FF 1 FBI 7/T8.2 IO/T8.2 - -�- - 20-0" 2'-0' 2'-0" 232 3'0"x8'0" 1 " C Sc S HM FF 1 FBI 7/T8.2 10 8.2 235 3 0x8 0 IV B SC S 20 MIN. HM FF 2 F88 7/f8.2 10/18.2 �l CPT CARPET HMK HOLLOW METAL KNOCKDOWN RB RUBBER TS TURNSTIL FD FLUSH DOOR HMW HOLLOW METAL WELD S STAINED U UNFINISHED f s'" Al � � '`• ! matin n n DATE: FF FACTOP.Y FiNISH HR HOUR(S) SAT SUSP. ACOUSTICAL TILE VCT VINYL COMPOSITION TILE / �\ �" w GB GYP. BD. MFR MANUFACTURER SC SOLID CORE W WOOD \ Li fiiirYe DRAWN @Y: GL GLASS MiN MINUTE(S) SF STOREFRONT (ALUM) WM WIRE MESH lid CHECK H.M. HOLLOW METAL P PAINTED SV SHEET ViNYL WR WATER RESISTANT ED BY. H.M.I. HOLLOW METAL-INSULATED PRO PRIMED ONLY 5TL STEEL SHEET HG HOLLOW CORE O 6 C � �� O T2 . 0 V`Mfr' MAP �• NT! or 109 NP 296465q« i-1190 SW Bath Pkury BUP 97.0239 9ot12 &MDF=0Mn CONSTRUCTION Wr MAX 14!, 184? , IF THIS NOTICE APPEARS CLEARER THAN THE ( DOCUMENT,;THP DOCI,MRN1'IS or MAfRt'iiIINA1.QUALM. ire* O p a 1 i s r A B C < >D E F G H 2100-0' ____ _______ w r ■ r « r ■ , • r • 1.-20- 3 ■ 28-10 30-0 30-D JO-0 30-0 -_-__-__--_ 30#-Ow -- 28 I I i I 1 i I I • SIM. I 3 2 12 iS "t7I1T'L"--- - --- ----- re.2 10 10N 10 10 � CrI � � ._� � 2 •- ry 2 2 J 1 `►✓ GE EST OFFICE OFFICE MGR. A Y 10 1Q STEVE i 1 1 1 6 1 �\. - i 3 209 2.10 COU SEL-c4 212 W h SU #2 SUB SE 2 1 !! 1-1 1 T2, ® A1C P y 14 5-0 J-9 /6 I I I - �- - NON-BEARING INTERIOR WALL I 10'-0" 10'-0" 1 0" 4-2 f - �7 'A►R R CEPTION '� - STOREFRONT GLAZING WAITING I I I ^Y I -- - - 0 10 4650 S.W. Macadam Awe. 1 I� AREA 'ol CONI 213 R SOUND ATTENUATION Sulu 220 i 9 Portlond. Oregon 972GI ! 207 a I I T2.4 I Phone: (503)298-6000 h io FAX: (503)298-0703 , h - TO .__� r i 1 I OPERATIONS 218 -- --- - - -- - ®"'�'�' EXISTING 1 HR RA TED WALL TO STRUCTURE 3'-1 5/81, '-9 1 4` j -- - - 106 --- - - I -� i 2' 4_1 2" N' I 4 u ` P+H 3 204 1 Ca 78.2 WOMEN`S CFO �� 1530 S.W. Taylor St. , l :e I 1 I I _ 'Q}- _ --- -214 -- -- Portland. Oregon 97.`0:l - ----- - 3 -Ir`Op7 T;r - -- 4 FAX Phone. 0 T6. 207A � 1 / • (503)22.4-3638 o ao 3 ® 8 4'-6 9 �1'-0 1 ?." 3 8 HA �,.._- - o / 201 SI or�� --14 -4 - e� GENERAL NOTES is ELECT. --- -- o JANE A. ALL INTERIOR DOOR JAMBS TO BE 4' FROM T8.2 DATA 202 LOBBY Sow 2 I FINANCE 78.2 INSIDE EDGE OF CORNER U,N.O. - SEE GTL 7/78.3 !Frau STAIR I ,a 200 0 215 r P2 203 F T2.3 �� TYP• B. ALL INTERIOR DtMEN5.ON5 O INTERIOR WALLS TO BE ,�-- 32-9 7/8 I i� I ® - 3 OF WALL U.N.O. CM EXINFM 3 -- - STORAGE « -- I �, I 32 -9 REQ D I ® , 219 1 - C. ALL INTERIOR WALLS TG SE 3 MTL STUD TO UNDERSIDE OF Tall . 233 229 - _ ,. SUSPENDED CEILING U.N.O. emN 1 1 ! 1 • 1I Oi EXEC. D. ALL GYP. 90. TO BE gj" TYPE 'X' U.N.O. 13'-11' R.' I COPY AX (1 72.3 "j 3 I N 3 4 5�8 ,I _ 12`72" -9- 1 I ®�� _v_ o ADMIN. E. PROVIDE 1' HORIZONTAL BUNDS ON ALL EXTERIOR WINDOWS (13'--9" R Q.D)• i 228 II o I 223 I i OQ'�%oma a 216 10 F. SEE SHEET T6.2 FOR FULL HEIGHT WALL LOCATIONS 1 9 16-2 1/2 I a'-a* rQ. 1 5 1 I 1 ,� 17 - ` irj'-ti 1 Y _ _ 20'-0" _-- 9`-2 14 14'-9 1/2" G. INTERIOR WALL TO BE O q OF WiNDOW MULLIONS, U.N.O. - SEE DTL 6/T8.2 lip - T2 3 I 13 T8.2 13 1 H. ALL INTERIOR 0008 RFUTES TO 9E 2'-0-. TYP. __._. - - ---- / t b S TYP. SAS - - - - - - - 3 1 ABf:A Q f 0 c 227 b , 9-3/4! 3 3/8" w . « • 1 � ClW Aer _ J - " ; 9'_•.2 3 16' . . 90'--0" 10'^0" 4 11 -0 _ J�•2 5 8 .. 3/8 _ N w __. ..: ._. _ .... - - -- -- _..Y __ _..._ AMENN VV11V. � '` 0.F $K' Ba41t� ♦"treat 40'-4 314 CLR. r . • JEFF Portland. Onlgon 97201 -- 6 I !t 217 Phone: (503)224-8L' i " ---- CONFERENCE MAT STEVE MC. 1 �- � yr-4 RE':' r i--- ® ® 1 �® 5-0 9-2 1 4 SALES SALE SALES iv I 17 1 ro f0 8 / -FAX: (503)228-1285 N 232 231 230 i 78.2 TRAINING 6 I T8.2 r. T8.2 KEYNOTES I Gs \ I I SALES SALES ANNE S CENTER JAY I DAVE iy -- I SALE-3 o, Landscape Ilrc�itrct 2 -- - �, I -- _ -- MARKETING 78.2 -- -- - 222 - __14-T- E2_2_0__j 10 - -- I 2 2 DOWNSPOUT 1. FURRING AT STRUCTURAL COLUMN WA1.M M"Y - - I I I T 10 _ _ 111 S.W. Oak Street ' - - 3. AREA OF EGRESS Suite 200 F124i �i 6 11 78.2 I 2 I "' 4. CLEAR TEMPERED FINE r LASS WINDOW SY` ' fN RATED H.M. FRAMED Portland. Or 97204 i ;f w 78.2 78.2 YP. I .I `'- `' Oregon - - __ - _ -�`_ - 1 I 5. SUBLEASED SPACE BUILD OUT REQUIREMENTS Phone: (`03)228-3122 j -- - -- --- -------- - -- A- BUILD THE RATED CORRIDOR W/ DOOR SYSTEM TO THE SUBLEASED SPACE. I OCATE DOOR A5 PER THE RIGHT NAND DOOR SHOWN ON THF ! I �� I CURRENT 1,�CUMENTS, FINISH THE PUBLIC SIDE ONLY AT THIS TIME. l _ B- BUILD THE SUBLEASED SPACE SUSPENDED CEILING SYSTEM (GRID, TILES. Surveyor eit• 9 F -- - -------- ---- / 4 HVAC. L1GV TING, SPRINKLERS,_ETC.). ORDER MATERIALS FOR DEMISING WALL, COMMU �a W C ORDER MATERIALS FOR DEMISING WALL. CAP ET SECOND ENTRY DOOR0 • 15515 S.W.S1MSeQuoia P SYSTEM, INTERIOR PAINT. NOUS IN INVENTORY UNTIL TENANT(S) ARE Suite t50 I I I I 1 2'-2 1/2' I I 1 DETERMINED. THEN INSTALL TO SUIT. Portland, Oregon 97224 '-,f 28'-10' _ --- 30'-0' ---- 30'-0' __- ---- i- _ 30',0` '-1 1 2' 13'-4" 8'-4' 3G n' 28'-10' 6. NON-RATED WALL TO STRUCTURE Phone: (503)684-0652 ?r ------- - - - - - -------- - _ 210'-0" _ _ _ _ - Is-2 I. 30 SILL T - - 8. SEMI-RECESSEV FIRE EXTINGUISHER - .SEE DTL 15/T8.2 9. FOLDING FIRE DOOR A B C D E E2 E3 F G H 10. SOUND ATTENUATION IN WALL do CEILING, WALL TO UNDERSIDE OF CEILING, R-11 BATT INSULATION ABOVE SUSPENDED ACOUSTICAL PANEL CEILING .r• E 1 EXTEND 3'-0' BEYOND FAC OF WALL �� ."�•� fi•�',r,, 11. CONFERENCE ROOM 208 HELD CARPET, CPT-1. 12. CONFERENCE ROOM 208 ACCENT CARPET, CPT-2. CENTER ON ENTRY DOOR #200 L�•, � F :L"i' 1� J �4� 2ND FLOOR FLAN 13. 6" MTL STUD WALL 1/8 -on 14. UNE OF SOFTIT ABOVE RECEPTION DESK - SEE 9/72.4 de 9/78.2 x- Q 4 8 16 15. ROOF ACCESS LADDER NORTH 1 SCHEDULE OF FINISHES ROOM F I N I S I-�i S C H E G� U L EM OF © GROUP GHrq.MACIIE 1908 �� RIGH� �� SECTION 06400 WOOD AND PLAST S SECTION 09900 PAINT �I HR RATED WA L KED PLAN > s� PRA KLN2 ARE PROPI W � GROUP M�GxE-NnE AND All NO7 Ta 6f 1. PLASTIC LAMINATE 1. INTERIOR PAINT II I" . U= OR REPRODUCED IN ANY MAISM FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING ., - VATMOUT PRIOR WRIriEN PERaas•�aN PL-1: WILSONART, D301-BO, CHIFFON r -1: MILLER, CW058W, LRV 71, DOVE WING, SATIN LATEX ROOM MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL CEILING PL-2: WILSONART, 4627-60, HUNTER NEBULA (BASIC WALL PAINT). REVISIONS• NO. ROOM NAME FiNISH FINI'S'H FiNISH FINISH FINISH FINISH FINISH HEIGHT COMMENTS = '13 P-3: MILLER, ACO93N. LPV 6, ALLIGATOR, SATIN LATEX PL-... LAMINART, 3022-T, ROYAL ANN.yRE (ACCENT PAINT) 1 HR RATED WAIL- _ __ -- -- -- -- -- -- -- -- go-ON PL-4: WILSONART, 1595-80, BLACK RIFTGRAIN REVISION EpIM 201 HALL ■ PL-5: WILSONART, 4623-60, GRAPHITE NEBULA P-4: MILLER, 7281W, LRV 82, PALEST SUNSET, SATIN LATTX CLOSING DAIS -_ CPT-3 RB-1 P-6 P-6 P-6 P-6 -- 9-0_ (ACCENT PAiNT) PL-6: WILSONART 1503--60 PUTTY EL CE T• _._.._ _- -- -_ -- -- -- GYP-80- -;�- N.LC, 2, VENEER ' P-5: MILLER, AC114N, LRV 8, ROBUST REO, SATIN LATEX 1?A_T� _ - SV-1 RB-1 P-1 P-1 P-•1 P-1 AT 9'-0" __-__ V-1: BRAEWOOD, PRE-FINISHED, ITALO PEARL (ACCENT PAINT) * , �dEN-_TOILER-.. �- - -__ -- -- -- -- 9'-0■ N.I.C. _ V-2: BRAEWOOD, #1302 SAPELE POMMELE SECTION 09950 WALLCOVERING 1HR RATED WALL - iHR RATE( WALL -- _WOMEL�L'S LQ11ET -- _ -- _ -- -- �- -- 9'-O` N, V-3: BRAEWOOD, ,'1111QPF, PRE-FINISHED PLATINUM 1. VINYL WALL COVERING 206 -�M- _ g`-00 SECTION 08710 DOOR HARDWARE VWC-1: VIN L FAB, DJAKARD, #A08-660 GHANZI _20- EPTION/WAIT hlG CP�ST RB-1 WC-2 P-1 WC-1 WC-1 DETAIL _ VARIES __SEE DETAIL_ VWC-2: VIN L FAB, DJAKARD, #AO8-577 TABORA .EE HARDWARE SCHEDULE VWC-3: VIN L FAB, DJAKARD, #AO8-514 DHURRIE -} SV-1 RB-1 P-i P-1 P-�- _ P-9 sAr_ -Q SECTION 09300 STONE TILE CPT/ST - SECTION 10950 MISCELLANEOUS SPECIAL TEES E[10E_RQQM__ � RB-1 WC-2- P-1 WC-1 P-1 SAT -9 �ILQEf GRANITE TILE 1. PROJECTION SCREEN r SHEET TITLE: f79 GUFwSLQFFICE__._. CPT-1 -RB-1 _ WC_-3 P-1 A P-1 P-1 SAT _ 9'-0` �\ GT-1: OTM, GRANITE 11105C BLACK ABSOLUTE COMMERCIAL.. a, DIMENSIONS: 6'-•0" HIGH BY 8'-0" WiDE 2ND 210 - p_RLYATE_!?fF10E_ __ CPT-9 RB-1 P-1 P-1 P-1 A PP=1 AT 91-00 -� 12'X12" TILE. GROUT: CUSTOM BUILDING PRODUCTS, 19 NATURAL GRAY b. MOTOR: 120-VOLT, 2.5 AMP, THREE-WIRE REVERSABLE LO 1 PRIVATE OFFICE-_ CPT-9 RB-1 _P-1 _ P-1 WC P-1SAT_- g'-0` 2. LIMESTONE TILE C. MOUNTING: RECESSED 717 SRI -TE OFFICE____ CPT-1 RB-i WIC _ P-1 P-1 _ WC SAT g'•-O' _ LST-1: TECNOSTONE, 12"X17" TILE, COLOR: CHEOPE. d. CONTROL: 3-BUTTON, LOW VOLTAGE PLAN 213 AT OFFICE_ _ -CPT-1 RB-1 P_1 P-1 P-1 -P-1 SAT - g'-0' GROUT: CUSTOM BUILDING PRODUCTS, 19 NATURAL GRAY e. VIEWING SURFACE: MATTE WHiTE �4 P_RLMTE_0FfXF__ CPT-1 RB-1 P-1 P-1 WC _ P-1- SAT g'-p" _ 3. GRANITE SLAB f• ACCEPTABLE MANUFACTURER: EXECUTIVE ELECTROL BY DA-LITE 21 s PRIVATE OFFICE__.-.-_ CPT-1 RB-1 P_1 c-1 P_ P-i SAT- GS-1: OTM, GRANITE, BLACK ABSOLUTE COMMERCIAL OR APPROVED SUBSTITUTION 21ti. PRIVATE OFFICE __- CPT-1 RB-1 P-1 P-1 P-1 P-1 SAT 99_00 (FOR RECEPTION DESK & COUNTER TOP BEHIND RECEPTION DESK) 2, REFRiGERAVOR: MAGiC CHEF, CTB 192., 117TH !CE MAKER, BLACK FiNISH - ----_- -- --� ______--- -- -- ^- ----- -- 3. MICROWAVE: SHARP, R310AM, BLACK FINISH ' ; I�QFf[ CPT-1 RB-1 WC WC P-1 P-1 SAT g'-0' 4. SCHLUTER SYSTEM METAL DIVIDER STRIP CPT-1 RB-1 P-1 4 P-1 - SS-1: y" WIDE, FINISH: BLACK ANODIZED METAL (OCCURS AT 4. DISHWASHER: BOSCH, SMO 2000 OR U-LINE UNDERCOUNTER X1,9 N_QEFIGE.---_ P-1 -P-1 SAT_ 9=0 ALL LOCATIONS WHERE STONE FLOOR TRANSITIONS AT CARPET) ADA APPROVED, BLACK FINISH fl_ QPEN-Off-XE_- CPT-1 RB-1 P-1,4 P-1 -P-1 P-1 SAT 9'-0` 222 °'ffiVATE OFFICE_ CPT-1 RB-1 _ WC-2 P-1 WC-2 P-• SAT 9'-0` SECTION 09650 RESILIENT FLOJRI Q SECTION 1611'NTERIOR IGHT NMC. _ CPT-1 RB-1 i_WC P-1 P-1 -_P-1 SAT 9'_-0� -- 1. SHEEET VINYL 1. SCONCE DATE: �YA��_XE- - - SERGIO TERZANI CROCHET DESIGN CONCEPT, ART .218/29 "LOU" ; WC-2 P-1 WC-2 SEE PLAN 9'-0" S''/-1: MANNINGTON FINE FIELDS #10135 VERDE -TRAINING-CENTER___-. CPT-1_ R8.=1 -_-__-_ -_-- -- DRAWN BY: HMD '�� Pi AN . SIZE CM : 30HX4OL X25P, APPLIQUE IN FERRO COLORE RUGGiNE ��_RQDM-- SV-1 RB-1 P-1 P-1 SEE ELEV. P-1 -� 9'-0' _ �Y 2. RUBBER BASE ( ) A CERA CON VETRO DI MURANO: 2 ALOGENE DA 20W. CAD. CHECKED BY:PPA/AGM �IVATE �f�E__ CPT-1 _ RB-1 -TP-1 P-1- P-1 P-1 _SAT 9`-O` RB-1: ARMSTRONG, 4 COLOR: CHARCOAL CONTACT: RUTH ANN WILSON REPRESENTATIVE BiNGHAM & GEARY �--'- --- [YAIE_��. CPT-1 RB_1 P-1 P_1 P-1 P-1 SA g'-O" 208 '�W 21ST AVE. PCRi'LAND, OR 97209, PH: 503-223-6135 7 CFT-1 RB-1 P-1 P_1 P-1 P-1 9,-0- ---- - SECTION 0968ARPET 22A -ERLY_AIE Qff10E I- - -- - CPT _ 4 P-1 AT 9'-0` i 1. LOOP PILE CARPE T E1�__QFFIS�___ _ RB-1 P -1 P_1 P-1, __ 9_0 CPT-1: LEES, BOTTEGA, PA''TERN: DV 2'.i8, COLOR: 226 SONORA DESERT SV-1 P-1 P_1 P-1 P-1 " AX----- - - F�-1 -- ---fir --- --- -- (FIELD CARPET GALL LOCATIONS UNLESS NOTED OTHERWISE ON PLANS). SV-1 RB-9 P-1 P_t P-1 P-1 SAT 9'-O' T202 �3Q PR1VA T 0M CPT-;_ RB_1 P-1 P_1 P-1 P-1 SATg'_0• 2. CUT PILE CARPET CPT-1 - P-1 F_1 -P-1 _ P-1- g'_0' CPT-2: MANNINGTON COMMERCIAL BROADLOOM, PATTERN: BELVEDERE_ !i, j -��B-i _ 42 OZ., COLOR: CL.BU, CLOUDBURS T _ � -_- CPT-1 R P-1 _ WC-3 -WC-3 P-1 SAT _ 9'-0" _ FOR EXACT LOCATION). r (INSET CARPET, SEE FLOOR PLAN _ l� _ OPEN OFFICE CPT-4 RB-1 P-1 - P-1 P-1 P-L AT 9'-O" `` Nu• 29646503 13190 sw eea,�n I i.le ryi�Rw ,;,, M 9UP 97-0235 °„2 ISSL ED FOR CONSTRUCTION SETS MAY A t ��.-- - ....•MMM•1r.rY♦� Ae! iw+.-_..•....._,.....-_ _ :. ..1 - .•♦w. ..w.nwrn•.ow.....w......n+rvr ..v.n:...ww.. _.,..-. ._ _.... - -______w^'wwraw,++.r�rhr+r+•r.Ow."nq.w�. f IF THIS NOTICE APPEARS CLEARER THAN THE OCT 81998 'DOCUMENT,THIL©OCUMILNT IS OF MARGINAL QUALITY. CROFILMED a 4 .. .. ..... .. i.. ..ILLI. u i I 1 a .. �-�va.a .e-.,-v i.. ®a-ray •a n - -. •"• a 4-_t�a1 a•:r ,ap*,'a6 v,°p,T,a�. ary;r.s;�ra•.m #.v..•.>R rr,ns,.r.+, :ay::, .. +.1" -sr. a.i _. �1 ^11,8l�0l1,l74 �" #c - .. ! M. 1 , , i • t r i wow- • NamI TRAINING yf 2p - -- - - - -- - - - - - - _- -- - - CENTER 222 I r__ 4 Lg Gi, i / r A -, 9 19 �OP'�/FAX A� :'ONFERENCE BREAK RN1 I A I-=�l --� 4 I E 228 O �,, e C ROOM I 223 D 9 - 208 _ , MEMMUM DWAW .: 20d --_ r 25 4650 S.W, Maaoadaln �y�;, X223 Suite 220 Nortlond. Oregon 97201 I Ph,,me: (503)299-'!LUQ FAX: (503)298-K703 1 t I I I R+H 1530 S.W. Taylor St. Portland, Oregon 97205. Phone: (503)228-7177 v. FAX: (503)224-3638 COPY/F ROOMS i COPY/FAX ROOM 3 CONFERENCE R OM a TRAINING CENTER BREAK ROOM �: "f23 1/4 =1 -o T23 1/4`=1'-0` 1�.� 1/4"Q1'-o" 1�3 1/4"=1'-0• _ Project 008 BUMM F 6 6 F1 T2.3 72.3 1'2.3 a T2.3 S;M. T2.3 SIM, ��V� . 15 29 EQ. _EQ. EQ. EQ. l2g 28 16 27 12 27 16 23 C4 110111, 6 18 29 15 17 \ --- / \ -- 171 ---� -- -04 10 ,�- \ N 104 DO - : � 2© C2.) r Civil/acructural D11heer 30 rc' - 1?. o, ____ -_ - - `"� i I 0690-S.W. Bancroft Strert 24 �o I REF. ^_ -- v I Pat dand,. Oregon 972P -.= 30 t - _ _ - : Phone: 4- Z.4 I - o - a� '' " ' 20 - _ - -- - - ---- - v on 2503)22 9570 _ UJ a i 12 f 1 _ FAX. (503)228-1205 ' 10 = D.W. i Landscape Architect W�air 730 ^'-r," 2'-r�"Q1117 E0. EQ. EQ. EQ. E0. Eck. EQ. EQ. I EQ. EQ. 7 _ E0. 36" CLR. CLR. 7 - 2 - -- - I E0. EQ, EQ. '-0" EQ. 1 72.4 \ / � - �`-Q- - 111 S 1F1. Oak Street 1 Suite 200 Portland, OmSm 97204 A SOUTH ELEVATION SOUTH ELEVATION __ NC.�RTH ELEVATION ORTTI-II ELEVATION Phone: (503)��8-x,22 C SOUTH ELEVATION 1/4r 1 -0r 1/4 =1'-0` I- f/4"�1'-0` l7 1/4`=1'_0- f/4•=1,-p• -- Saurw 6 T8.2 Cmaj .Tmm M T2.3 51M. 21'-G" _ ---- --_ E0._ E0. 15115 S.W. Sequoia P..rkwq +,. .� -- - _ ------_--------------. ._-__----- -- ___- ----- - rEO, Suite 150 , Portland. Oregon 97224 15 --- Phonate 0652 r' 'S03 ' 104 k 11 a of -- 6 11 01 n a T".!-. 7 F' I I o T8.2 , D v m cn m o v C�` $i�'.I `�;%► -�7 --022 Ll --L- -- 40 GENERAL NOTES A. CENTER DRAWER k CABINET PULLS 2" AT TOP EDGE. EQ__ Ea^. I EQ. E��. -�. EQ._ ' EQ. EU. ALL • 1 C,: .~ - - --- -- B. ALL SPLASHES TO BE 3/4 X 4 IuIDF. FINISH AS SHOWN ON DRAWINGS. 19 T8.2 AI.L R"T5 R:SERWD �� "_"".JP MAI:KENDE 1956 L AST ELENATiON WEST ELEVATION WEST ELEVATION THESE DRAWINGS ARE THEE NOT TO AST ELEVATION (�2c1UP MACKENAE AND ARE NOT TO BE 1/4"-1'-0' V 1/4-naf'-(lm 1/4 1'-p" �-� r - USED OR REPRGOUCED IN Al1Y MAMM 1/4 +f -0 0dTHi)UT PRIOR WRITTEN M£RM155 ON REVISIONS: KEYNOTES FEvIS10P! EDITION CLC+yM1 DR.It INSULATE PIPES AND DRAIN LINES - --_�- 1. NO BASE CABINET' AT SINK, � PER ADA. 2. MICROWAVE: LOCATION. SOM'r WHERE INDICATED - i � SOFFIT WHERE INDICATED 3. FINISH END 4. P LAM CABINETS. t 13" 11' 5. FILLER STRiP AS REQUIREi:. FIELD VERIFY. -+ ----- -.. S. ADJl1SiABLE SHELVES, TYP. 7. 4" RUP,BEft BASF. TYP. -e�--�- 8. SINK. - _ FURR OUT WALL AS REQUIRED 9. BASE UJ 10. PL-1. LIPPER AND LOWER PLASTIC LAMINATE CABINETS. SHEET TiTLE: UJ 11. PL-2, PLASTIC LAMINATE COUNTER TOP A: BACKSPLASH. L,�� R G E D w 12. PL-3, PLASTID' LAMINATE COUNTER TOP & BACKSPLASH. ENLARGED - - 13. V-3. VENEER FRONT ORA*-RS, SEE ELEVATION E. CAS I r�ETRY DRY MARKER SIIPFACE 14. P--i, BASIL' WALL_ PAiNT. �` 1!'s- P-3, ACCENT WALL PAINT. PILA N J --�- - I 16. 1a!:'C-1, SOFFIT WALL CMIERING, CONFERENCE ROOM 208. ACKSPLASH PENCIL TRAY 17. VWC-2, BASIC !NAIL COVERING, CONFERENCE ROOM 208. E LEVAT'I O N S 18. TYPICAL L' BACKSPLASH 19. DISHWASHER. 11Nl1' CONFIGURATION d: SiZES w / 20. BASE CABINET WITH BLACK Y-GROOVE TO MATCH AND ALIG14 2�" P.L. rOP w in ?? rl. TOP w y WITH DRAWER LINES. awil 21. GLASS CLIP, 1J4` DihtdE"rte BLACK ANODIZED CLIPS WITH rr CONCEALED ATTACHMENT, TYP. ---- -__- - -- 22. 4" TEMPERED GLASS BUTT GLAZED PANELS. 23. •4' X 8' WHiTE BOARD AND TRAY (BY OTHERS) CENTtwED ON DAT1L: WALL. PROVIDE BRACING AS REQUIRED. r P 24. P-•5, ACCENT WALT_ PAINT. DRAWN BY: HMD _ - `y �'�. 25. REFRIGER/"'nR CHECKED 8Y:PPA ,LGM - - _ - - - 26. SPLASH HEIGHT VARIES. CHE -L UJ W L" 27. SOFFIT W'Il�1 No VERTICAL. BLACK REVEAL FINISH AS NOTED. ��T W WRAP WALL COVERING AROUND OUT-SDE ''CRNERS TO REVEAL. USE ADEQUATE ADHESIVE TO PREVENT -EELING. ALIG1' REVEALS AS SHOWN. - - - * 28. 81-FOLD DOOR SYST M WiTH 170' OUTER HINGES. F'r)VIDE * y'-p' ,� 3 2' O". 3 MAGNETIC LATCHES, CDNC'EAL.ED HiNGES. T2 . 3 P---�- 29. SOFFIT WITH W VERTICAL BLACK Rr VEAL FINISH AS NOTED. rs`�COUNMR SECTION _ �' AV -BINET ALIGN REVEALS AS SHOWN. M 30. TASK LIGHTING BENEATH CABINETRY. TYPICAL T 3,'4`=1'-0` ROOM 2.08 _3��-� ~, c-- OF --a 13190 SW 66th P" a SUP 97.0238 JOB_"_°' 2964650.3 1 P)f1}17 - •. �� ° /"�1i l�T!!1 1/'►'Tt�1ll !tir'T. � A A V 4 A �/'1ra1�9 i' iyray.� �► r IF TMIS 40TICi'APPEARS('LEARER THAI'THR UCT 8 1998 DOt'UMENT.THR M CUNIRN f IS OF MARMNAL QUALITY. MICROFILMED s v :. rl,!tfJtu.®_v,>�a.r�-__iti4�-__._JYI,� .i _. , .- 1 .' .,, ,. ., ..-:• ... , ,- li ,..' t ';" s .,`- -.._� L + [ ,t u;'. 3.+,.yue,.sll,.ul.�: • l ,. Y.-.u..:?9�__-.,. lxi 'U....,...:, ..., ....uw..,r.:..M.„�.W.Lrt....6.1d'.iY �LNIL1.. A.�. �IiY� ��YV��y��> �a�� 'YI{YJIvhWnJ011Yf11YrL1 '�YitlGlit •LlWsu4.ilJYiu'.u...--" ••�•••..:•-". '-. - � '411'l ., •.. •.. � f�� >�Y SLY ..a•. a , l FIFF ,r _ e , .f e 1 f r �----TOP OR BOTTOM EDGE � DRAWER 014 DOOR AS 5f101M1 --- UNJSTkiJ f ATTACHED TO DI:(�( ON ELia/AT10N Y Ir. RL� A n SH��TER 6' SLACK WIRE U.N.O. GS-1 W EL r ' 0 ,Ir �t�J1.t. TYP. : .� BULLN E � /i�N6FPTYP EDGE' _ 3/b • ALL THRFAD ROD AT INSIDE ED(,7E OF DOOR —IN51G�E EDGE OF DI '�� ell MANUF BRA(WE1 AT EACH END � �OR DRAWER ! TYP. - 2 LFf,r HAND RIGHT H.1ND n •-I` MOTOF;2ED P lMECTION SCREEN 3 --- - --: ---- -----.— __ ., _ _`�� _�z-T_�Zz_ _ �_-r-r-�7T�r,� - _• RADIUSED EDGE 1. , . . . r_. • - - _ gLACY`FI QAK ' F4 t ( N I . DGE, SEGMENTED FACES & EDGES, TYP. CYP. 8D. J - .t/2,. NO VARIANCE r!•. TOP OR BOTTOM EDGE - - � � " � ' ---- - RADIUSED FACE 4650 S.W. Maaldam Ave. v. _ �- �- �I s ��- .� Suite 220 -- --` — -----�.�.—.._---__-._—__._-...-__ OF DOOR _____.�_-.__ -___ —_TTP.---- -_ � Portland. Oregon 97201 Phone: (503)299-•6000 112 1• ) 2- -,TYP. SLIP MATCH PATTERN. �.,_PL—4 FAX: (503)299-6703 REVERSE DIRECTIONS OF GRAIN AS SHOWN. NOTE THIS DRAWING: .., ..•_ ,� � � ' a / � �BLA M rFINISH E 0 MATCH NER 4 R♦H PROJECTION SCREEN ir2"ICABINET PULL MOUNT DETAIL CABINET PULL MOUNT DE , AIL a EXTERIOR FRO AT' - CON Sad Ati PRIOR 'S 1530 S. . Tayl ea� 3 �, NT ELEV , �JI�1 RECEPTION DESK CONSTRUCTION. 1530 S.W. Taylor st. .3m-l'-Om U.N.O. "=1'-0" i ROOM 208 - — -_ N.T.S. I 1'24 1/2"-l'-0" Portland, 0rugon 97205 Phone: (503)228. 7177 FAX: (503)224-3638 r Project D1 RR LLTTA� �§6N@DJOP OCA ESB v " S_I W1_ PL-5 L 6 - W/� 3" UTAMETEP -�WOOD SUBSTRATE TENWr DIRECTION OF GRAIN �UJLLNOSE. YP. -- ��NOSE CYLINDRICAL. STEEL j ,77 7 �"- TOM METAL PLATE �VEk*W AS SHOWN. TYPICAL GS_ TYP. " �� SUPPORTS. --- BOTH SIDES. DIArM V-3 �__ TER \ —�WOW SjEL �vACK FINISHED ,. H; 5 EL TYP. i � TD .2 _ - SS �� --� HRACKET SUPPORTS rLusH fA�Tkh,—RS A PLATES. ppK W// BULLNOSE R-9 �_._ - - - UREASE AT REGULAR B �r� S AGE, TY SE /-ADDER WORKS INrER�A s aE� NEEN ; 8IG� PLTE y-2 REQUIRED. y �--- <, - - PL- R WOOD CAP 3_.r -___ __ [_ « - c s TYP. - p PL�6'� PL G -WOOD BLOCKING CM1 Stwe;turd Y� V TY7�. I PL-6 z' '. �'-T �5 --TYP.- TYP TYP. / TYP �----WOOD SUBSTRUCTURE ,r< ,s,' `` M - ----- 0660 S.W. Boncml't Street 1�$ SLACK-, ,� �/ 3 - VENEER REVEAL TYP. �'i,` .-� -_ TYP. ►�- � ��{}?' .r OPEN `�,.a" ,., - -4 5 t/2" t" >, ` ' �. �,:�-.� ,, PL_4 I I�-- LAMINATE Portland, Oregon 97701--Ofr3Q `5 112 Phcme: (503)22-4.-9570 TYP. _, ---- — -'— 1 1/2" Z� FAX: (503)228-120 ' PL-4--� —I - - t� TRANSACTION - TOP DETAIL TYP. TYP. 11'P. 2"a t'-0" Landscape Architect W,�MACY 111 S.W, oak street .�. Suite 200 Portland, Oregon 97204 s EXTEPIOR SIDE ELEVATION - RECEPTION D�_SK a INTERIOR FRONT ELEVATION - RECEPTION DESK INTERIOR SECTION ELEVATION « RECEPTION DESK Phone: (503)228-3122 ^ l A 1/2 112--V-0- T Surveyor �LTAM M Li Lil 15115 S.W. Sequoia Park U U ZJ8 Suits 150 Portland. Oregon 97224 -_ Phone: (503)664-0652 _ I E:1 __ -- .' EN ER SCONCE - SCONCE - VERTICALLY- IN AS SPECIFIED OPENING A T - SPECIFIED HEIGH T 2 t SLIP MATCH PATTERN I _ __ F _8'-8" 4'-e' t 5,/e" '� •r`ti REVERSE DIRECTIONS GS-1 r _ -- R -- 5 y MIN. ' AS SHOWN ; _ — _� HD-IS HD-1D -� IF RFI _ ----a cALIGV2 10 2 AA OIGN FRONT _ All RIGHTS RES+RVkDE�GES OF LJ MATS REE 1 EDRANTT T P – — 1 •O 6 8 THESE DRAMANGS ARE THE PR(�"FATY Or GRANITE TOPS _ b GENERAL (VOTES GROUP' MACKENZIE +SND ARE NOT TO BE N ,;' x.f., 4 "'` V " _ADJUSTABLE — 1 - — USED OR REPRODUCED IM ANY eaAra+lti NITHOUT PRIOR WRITTEN PERMIS" SHELVES 1 —_� RUBBER - - --- � A. PROVIDE SHOP DRAWINGS FOR `-- __ _ ---_ -- BASE, TYP. - ` r,� __ - ` Q DESIGNER'S APPROVAL PR)GR TO START OF I*)RK REVISIONS: (P�. I F NO I E: / 6 �---„ --- ! VERIF pL_4 RETURN V-1 VENEER TO WALL , REMSION EDIT= CLOSING DATE - -- - TYP. BOTH ENDS `'• 207 __T.._... _, ELEVA11ON - BEHIND RECEPTION! DESK , 200 KEYNOTES 1. LINE OF SOFFIT ABOVE --+--+--.- - -` _ -- _ -- .,_�__ ._. _-.-...___,__-_ - -_----- -- -- r�—T�.-- 2. RECEPTION AREA FLOOR PATTERN rr E 3. VALLI do VALLI, FORGES, A233D (RIG, HAND), SIZE: .A96MM, 3-("CTR. TO CTR., WLOR: DULL BLACK. VALLI dr VALLI, FORGES, A23;IS (LET:? Hr'Ir4", SIZE: .A96MM, 3*'CTR. TO CTR., i:OLCAR: DULL BLA ^,K. -=-- 11+ 9 ENLARGED 11LE PATTERN—I-IECEr 1 ION LEAD TIME: 2-3 WEEKS. ^ONTACK: TIM SWEENEY, SFIEEf TITLE: ARCHITECTURAL REP CHOW`•1 HARC!ll�1b?E 333 NW 16TH AVE PORTL/l!�D OR 97208 � . INTERIOR �r i ',.. PH: 503-245-6501, F,:X: X03-24` 6519 CABINETRY 4. STANDARD 4" WIFE PULL G,N ALL, CABINETS U.N.O. DETAILS 5. PROVIDE 3/4" RADIUS 01 DRYWALL CORNER �<,�,qr, ,mace; ON WALL AND SOFFITS I 6. SS CYLINCERS 139-CW TRANSACTION TOP l I DATE: DRAWN BY: HMD/JDA1i CHECKED BY.PPA/JGM w SHEET Tz. . JF. .4 y No. 29 646503' w+�1aw-swiw w My� c ISSMD FOR CONUMUC'TION SET'- MAY A i 13190 SW 68th Peery `,►- SUP 97.0235 • 11 OI 12 . ........r.+•n•+.,...._ rwr....._-r.n.+.".w...rr.•»+.+..»r»...r..-.-..r......r......w+. .. .r.........rr.r.-•w..... .r.......,..r.....r..+.....•.........r.".......,.«....r.rl....,......,.......-....wr...-......--..r.......,..,......-. .....+....•. .... ..... .................r................ -..,w,r,..., .•...... ......rr..»._. •.-..,......,. ..,.r, _...._r....,.... .r.r-._....»...«.r«..,......,..,.,...r.............,•-..,.1....,.«r»_....................................+..r...r.-...,.-...«........_r.......,., .,»......r.r.,_ ...,«...,..•...o..-..r....,........«_-r"..•,,...r...««_.. - --- rl. .....,.ter,.w.r.w{w. .r...rr...•,.. ..l..r.r....•r......•.u-..... ......rr..+w++... . .....,......•+.w..r.»,...r..........-.......r•.+r...., ...-...«.. ....... .. .. ..-+.»...."..n..'»..«......... ...+,...........,r...." ..1..•..,.l..w....-wrr.......,....«.wr...« ...-s.wr...m,.._,s..+..e,.,.r......r.n....-...w-...-. n IF THIS NOTICE APPEARS Ct,EARER THAN THE OCT 81999 DOCUMENT THE DOCUMENT IS OF MARGINAL QUALITY. M iCRL FILMED i a I l w ... f .r, , _ .._..-. _ ,.._- ...:_.1ia41u IIPI' YililYfwF'YiL..ln.1 W...n .••!udl••J, u:..l...:a-rv.y,A ...r:_.rJ2.eLL.LJ1111L' LkuWWod11LY:.6url IWrrrl:.vd:I4s'aseib ,••. .•••-.•.. '.'•, . . " - - "' �m�ila 's-.I ' .:r.uelFxYi.1.WEilY "YWIElarliJrYlll :. i4�-- 1, r. r � � w A B C H ;--�----- --------------- ___-_ __._—_—_ -------____- _ __ ____----------_._-.__ - - - - -------------zoo-o __^_ __ __---__ __-. ______.---- ---------- ------- -- ------ ----------- __._---____--- � _- --- - 2A'-10 - - - -- ------ - 30-7 ----- _. 30-0—--- ---- ___ --. -_ 30;-0 - --- - - -- --- _ 30-0 ._ -.- - --- 300-00 r - --- rat 4 10 -..,. 21 Ul « cc 3U it b _ __^. _. _ - _ _-. . - c1� t 0 -_ zmu r, 11 11 10pm QEmm 12 _ _.... cc3d A -_• -- _.-_ ..._. _. __. _...._. _._._ _.... _ -_. ; Q' �_- l .-• _ _ 4850 � M rn ,ro, r' Its 22.0 201 Su , OrW 2=07 - __ _ __ _ _. _ _._ Portland.(50 6000 <5> _ ___ -.. _ _ __-_•_L_- __ _ _ _ _ 8703 FAX { ) 99 s Of10• � � 503 2� � - --- - ._ __ _ _.-- __ • � ,•. •, 206 ,. . . , ` . • •�. S ��__ ---I L - - - - - - ____ I-J04. COMIRLIC! COL 1530 S.W. Taylor St. < 4 T I 205 - _ - - _ _. _ _ ------ - _ _-_ Portland, IF IS T _ • -. ______-._ ___ _ ___ Phone: �3)22n28-717'7 4 e• (50 ) 2 A - o FAX: (503)224-3638 1 _ — W N — �_ I .. . 1� --•- � STAIR • ;,: F _._ ._ _-. _.._ _._,_ -�A _ 202 4 200Y .. _ � Pro .• L.__ _... CC$ EXREN 233 � I - _-- _ I �F 10 - ------ ^}-- -- -- ------ '- I , •,• 1 ....} O lam•---•---._- ...a TENANT rr 031 F21 61 22 __ ti �----- d� ctural EnngInow S11 - - I 0590 S,W. Bancroft 1-ro -•p ____ - Portland, Oregon y720i=00'Ji I-' Phone: (503)224-9570 _ .__ _ __. I ._._._ _ - ___._... ._ _.._ _ -.. FAX. (503%228-1285, . _ _ - 1 Architect -- - _ 2S- - 225 _ -- <� - _. . �..- 2 - - — w1a� Street Oak •f c: _.� _ _ _ e N Suite 200 � r I _._ .-•J-__ .___. - 1_- _. � .1 Portland, Oregon 9'72L�4 Phone. (503)228--3122 ` 1 M 15115 S.W. Sequoia Parlaipvy 2'-2 1/2" I I I &Ate 150 _ I Portland, Oregon 97224 28'--10• -- --- -- -- �-�" ---- - ------ 3C-0� _-_ --- I ---- --T 0�_0» -- --1 1 2 13'-4'� 8'-'1» 30'-0» -- - 28'-10' Phone: (503)984-0652 ---- - - - - - -- - - - ----- ---_--- --1 --- ----- ---- --- ---- - - — A B C D E E 2 C H <a� 2ND FLOOR PUN El � �CaRTLAti�. 1.,..,•�. 0 4 8 16 O GROUP MACKENZIE 1996 ALL RIGI1TS RESERIG THESE DRAWINGS ARE .Hi PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER,-_ WITHOUT PRIOR WRITTEN PERMISSIGH REVISIONS: WALL, LEGEND GENERAL NOTES KEYNOTES �' "��" SOUND ATTENUATED RATED WALL TO STRUCTURE A. CONTRACTOR TO CONFIRM THAT EGRESS LIGHTING CONFORMS TO 1. OPEN TO ABOVE. PATHWAY - SEE KEYNOTE #3 SHEET T2.2 2. ROOF ACCESS LADDER SOLND ATTENUATED NON-RATED WALL TO STRUCTURE B. CONTRACTOR TO COORDINATE EXIT SIGNS WITH ELECTRICAL DRAWINGS. 3. SKYLIGHT ABOVE (SEE ROOF PLAN). C. ALL CEILINGS TO BE O 9'-0" A.F.F. U.N.O. 4. ELEVATOR D. ELECTRICAL CONTRACTOR TO VERIFY INDICATED LIGHT FIXTURES 5. FOLDING FIRE DOOR W/ TRACK O SOFFIT. W/ ARCHITECT, OTHER LIGHTING TO BE DESIGN-BUILD PER ELECTRICAL 6. START OF CONTINUOUS CEILING GRID ---- CONTRACTOR. CONTRACTOR. 7. VAULTED (SEE INTERIOR ELEVATION IN SHELL PACKAGE). ._.-.�_. E. ALL INTERIOR WALLS TO BE 3%"M7L STUD TO UNDERSIDE-. OF CEILING, U.N.O. 8. LOW VOLTAGE CABLE LIGHTS. _ 9. RECESSED MOTORI2'FD PROJECTION SCREEN (SEE DET/'IL 1/T2.4). 10. SOFFIT - SEE DETAIL 8/T8.2 SHEET TITLE: 11. BUILD THE SUBLEASED SPACE SUSPENDED CEILING SYSTEM (GRID, TILES, REFLECTED LEGEND HVAC, LIGHTING, SPRINKLERS, CTC.) PEN SCARDINA DESIGN STUDIO, LETTER DATED 4/16/97. CEILING 12. DOWNLIGHTS 13. OPEN TO STRUCTURE PLAN GYP. BD, CEILING 14. GYP. BD. SOFFIT O 8'-11" A.F.F. AT ROOF HATCH OPENING. EXTEND TO HOOF STRUCTURE, PROVIDE GYP, BD, ON ONE SIDE ONLY. REFER TO DTL 8/T8.2 SIM. OPEN TO STRUCTURE -- - S.A.T.-1 r—=--- 7 ARMSTRONG SE03ND LOOK - 2 X 4 W111TE CORTEGA DATE: DRAWN BY: HMD R-11 BATT INSULATION ABOVE CHECKED �Y_pPA I SUSPENDED ACOUSTIC PANEL CLNG. cz� /JGM EYTEND 3'-0" BEYOND FACE OF WALL SHEET i • OF No. 29646503 13140 SW BBIh PkWy SUP 97-0235 ��_�� .r �� Mw• � 120 97 D R:)R CON�3 MCWN SET= MAY K =7 ' 19 THIS NOTICE APPEARS CLRARf R THAN THF. OCT g 1998 tKX'IIMFNT, 111116 DOCUMF.N'T IS OF MA RGINAL.QUALrr-. MICROFILMED i "Em , _ i • P y; �S c 0,11 imm ----- WALL TO STRi I"T 'r - t �� P i-h qLT,� • ` O SFE 16/78.2 FOK 99ACING I, I ``� 1-'t''E 'X' GYP. HOARD t � y ,0u C- BOTTOM OF STRUCTURE T8.7 . a 20 GA. MTL. S?ups (� � -- --- - SEE PLAN ►- _N -,W-"ALL TYPE5 I - �- -20 GA 3 5/8' METAL STUD BRACING `a n _ / TO FLOOR STRUCTURE AT 8'-0" - I -I —.-----SOUND A TIENUATION INSULATION —GYP. BI's. EA. SIDE � WSP. ACOUSTICAL CEILING b � f � OC W/ (2) 08 SHEET METAL GYPSUM BOARD OR GRID AS CALLED OUT ON / SCRE*S AT EACH END. BRACING ✓" S / TOB PROVIDED WHERE DISTANCE -SOUND ATTENUATION r REFLECTED (TILING PLANS BETWEEN PERPENDICULAR WHERE OCCURS 0 0 3 5�8' METAL `.-_ METAL STUDS INTERSECTING WALLS OR HORIZONTAL ►- -- -- - "� SIU S AT 24' O.C. - _ / 45' BRACING BETWEEN WALLS EXCEEDS = I BOTTOM TRACK TO FINISH 8-0" O.C. DBL STUD AT JAMB - TYP. a - 1ap�" I I FLOOR WITH POWDQR DRIVEN - - N WHERE E OC CEILINr ANCHORS AT 4'-0 O.C. SEE PLAN FOR SUSPENDED CEILING 1� WHERE OCCURS WALL TYPE � o J as S/8 GYP 6U IYF�E 'X' I I C w -CONT ACOUSTIC SEALANT __ SEE PLAN CUT TILE FOR TIGHT l a EACH SIDE AGAINST TRACK ,� -• � ..-----BASE AS OCCURS � FOR CORIifI3LV2 WIDTH I I FIT AT WALLS ua w SEE DTL 2/x8.2 �- -_ ---- �'-CASING BEAD USG 200-A OC ax o ' CONCRETE SLAB IUP OF CONC SLAB U }= '�1 --- CONCR.EI-E SLAB DIRECTLY TO CRlO ------------ - -�- -_--- _— -- _- — Y ATTACH STUD TRACK METAL DOOR FRAME _ -SEALANT - TYP. • EACH GYP BD EACH SIDE =-� SIDE OF TRACK TYP. T6.2 --CUT TAPER OFF GYP.BD. AT WALLS WI4ICH RECEIVE _ METAL STUDS /4NY q FLAT BASE X650 S.W. Macodom Ave, Portland, Oregon 97201 Suite 220 WALL TO STRUCTURE z NON—BEARING WALL AT FLOOR M o Phone. 5°, 299 3"_1'-D" 3 TYP. Ol4c. HOUR CORRI[NOR " ,� WALL TO SUSPENDED CEILING '� 5 DOOR JAMB FAX: (50,3)299-6703� 1/2 =1 -0 I TYPICAL °p =1 -0 3 �1 -0 f-- HEAD SIM 3" " R+H 0MIRWIlm 0a 1530 S.W. Toylor St. SEALANT EA. SIDE f- t f Portland (VaW 9.7205 Phone: (903)228-7177 HOLLOW METAL FRAME FAX: (503)224--3838 I�"2 •Z4' Al - REDUCER DOOR \ �� - -- - DOOR , SUSPENDED CEIUNG r---_-__ Project BRACE EVERY 3RD MTL STUD METAL DOOR FRAME ' TO ROOF STRUCT, CARPET TO VINYL OR VCT -^ -- SEE PLAN FOR WALT_ TYPE ' '%" GYP. 80. it iBGMRM GYP BD PARTITION SEE PLAN ,' 3%" METAL STUD REDUCER TENANT O 1'-4" O.C. - 7YP. ' ` SEALANT EA. SIDE DOWNUGHT - SEE ELECTRICAL HOLLOW METAL FRAME ALUMINUM BREAK SHAPE TO MATCH VINYL T TO CONCRETE STOREFRONT W/ Ig- RETURNS BY .i �C — � — $TORE("BONY MFG --- � Q, �`_ - _ .-- -J S.S. EDGE ANGLE FOR STONE. FLOAT LEVELING CIvM/St�uct4�..: Enginesr , COMPOUND O STONE TILE EDGE SEE PLAN TO ACHIEVE EQUAL HEIGHTS 0690 S.W. Bancroft Street , Portland, Crsgon 97201-�003>) SEE PLAN FOR WALL TYPE _ * TRANSITION POINTS OF CARPET 4•• Phone: 503 224--95 SCHLUTER DIVIDER STRIP -----•,� • { ) 70 STOMC TILE TO CARPET OR SHEET VINYL FAX. -, TEMPERED GLAZING k STONE TILE (503)228-1285- -- -------- PROVIDE EXPANDING / jW. lNSTJLATING TAPE DOOR PER SCHEDULE INSULATED STOREFRONT Landscape Architect '`• GLAZING SYSTEM FIN. FLR. wAUqM 111 S.W. Oak Street ' WALL AT MULLION DOOR JAMB HEAD " Suite ea' 3.�=,'_0. " ,� a SOFF=i r RECEPTION _ 9 FLDOR FINOSH TRANSITIONS „ Phone: (5d3 2i8 3122 11/2 , ° io DC.�OR JAMB CORNER I Surveyor FLOOR OR ROOF STRUCTURE. BLOCKING AS REQ'D AT ROOF STABILi7ER BAR BETWEEN ALL. MEMBERS AT PERIMETER MCOWLTAM 15115 S.W. SeSucao Porlway' ADDITIONAL HANGERS AT ALL MEMBERS WITHIN 8" Suite 950 OF PERIMETER Portland, Oregon 97224 LATERAL BRACING 20 HDS 400 ANGELES STUD (OR APPROVED EQUAL) PART7�ON Phone: (503)884-0652 WITH (2) /114 WOOD SCREWS AT TOP AT 12'-0" O.C. EA. WAY �_- SPECIAL CONDITIONS COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB SCHEDULED % GYP. BD - 20 GA RUNNER AT TOP do BOT ,�D A. USE %' TYNE X GYP BD THROUGHOUT PROJECT. 5/8" GYP BD AT TDP, BOT, SIDES, C. SEE "STEEL. STUD GAUGE CHART` FOR REQUIRED STUD GAUGE FOR WALL HEIGHT. BACK( OF /� -- CONCRETE PANEL I O�} �-- I RECESS ---- ` � `JJ - 1 5/8" RUNNER -SIDE TYP. STEEL EEL S�® GAUGE CHART ;� I_ AT TOP & BOT 1%' FURRING STUDS EA. _v'— +fib .✓- a�Y STUD STUD 0' TO 10'-0" TO 16'-0' TO � - - 1 5/8" STUDSi 1 DEPTH L'PACENC 10'-0" 16'-0" 28'-0' _ _ _ AT EA SIDE d� ---:i%' MIL. STUDS W/ •� t 1 R-13 BATT INSUL 16" O.C. 25 20 NOT V RIFT^ ALLOWED CROSS RUNNERS FIT BETWEEN PROVIDE BACKEP, ROD 3%" 24" O.C. 25 18 NOT MAIN RUNNERS — GROUP GH TS NZIERESERVED 1996 VED I --RECESSED OR © ALL RIGHTS RESERVED AND SEALANT T " A_LOWED " SEMI-RECISSSED THESE DRAWINGS ARE THE PROPERTY OF ,•'` � `." � MAXAIN RUNNERS AT 4'-0" 0.C. •- p EXTERIOR TYP:: ORT WITH #12 AT EQUIPMENT GROUP MACKENZIE AND ARE NOT TO BE a , 8 16 O.C. 25 24 18 6'-0" MAX. O.C,SUPPOR WITH J1WREEAT 54 0� L - USED OR REPRooucED IN ANY MAN,4M O.C. EA. WAY 1/4' CLEAR (TYP) WITHOUT PRIOR WRITTEN PERMISSION 6 24" O.C. 25 20 16 LATERAL BRACING AT 12'-0" O.C. �_--._------- ---� EA. WAY MAIN RUNNER TO STRUCTURE 20 GA STUu REVISIONS: BEGIN BRACING WITHIN 6'-0" OF EA SIDE PERIMETER AND 2" FROM CROSS MEMBER, Am V REVISION EDIVION SECURE ALL HANGERS TO BLDG. --•• CLMN0 DAZE STRUCTURE, TRAPEZE DUCT WORK -.- -.-. A14D OTHER LARGE OBSTRUCTIONS. c?s BURRING • BEAM N SUSPENDED CEILING , RECESSED WALL EOIJIPMENT " NOTE: ALL CONNECTION DEVICES TO BE OF AN N.T•S. I 3"�1'-0' N --•--{-�.� PANEL JOINT 1 1/2 a1 -0 �_2 APPROVED TYPE AND HAVE 100f CAPABILITY Qo �o 20 GA. 3 MTL. STUDS NON- 6" MTL STUDS / BEARING 0 FLOOR STRUCTURE AT METAL STUD WALL SHEET TITLE: 8'0" Q•C. Wf 1ti GA. CUP ANGLE 2 X 2 X 3 W/ (2) #8 SHEET METAL SCREWS AT EA. END. \ / / BRACING TO BE PROVIDED WHERE ' DISTANCE BETWEEN PERPENDICULAR 45 INTERSECTING WALLS OR -_____ GYPSUM BOARD DETAIL ��I -+ HORIZONTAL BRACfh3 BETWEEN j!' TEMPERED CLEAR �. WALLS EXCEEDS 8'-0' O.C. E3/STUD TYPE 'X' GYP. BD. C� GLASS 2'-O" x 2.0 GA. TRACK W/ SCREW -• lrCLEAR TEMPERED BETWEEN JOIST AND AT EACH - - FINE GLASS WINDOW ROUND EDGE: METAL t JOIST AT EACH BRACE -� SYSTEMto ;I 6' 20 GA. METAL STUDS O 16" O.C. 1 �- POLISHED STAINLESS STEEL CHANNEL RADIUS O WOOD V, r- -��- EDOF FOR SILL JAMB do HEAD o GYPSUM BOARD RESILIENT SPACER �� ATTACHMENT DATE: —--- - -- w E GYP. BD. TYPE 'X' - SPACER o DRAWN BY: HI/If' r ----'� I RATED H.M. FTiAME a �_! FLOOR FT^: SH CHECKED 8Y:PPA 4 POLISHED STAINLESS - IL SEE WALL TYPE .� N � SHEET STEEL CHANNEL - - I J¢" TEMPERED CLEAR GLASS 3%" MTL STUDS 21. 6" WT•L STUDS T8 . ► 9 BRACING AT TUNNEL WINDOW SILL HEAD DETAIL N SILL DETAIL _ �' �.. OF ` 3"=1'-0' -' JAMB SIMILAR N.T.S. N.T.S. 3 �6 291644"S " ISD FOR CONSTRLCTM SET: MAY �4,, 1oi1T IF THIS NOTICE APPYARS CLRARER THAN THB OCT 8 1998 DOCUMENT,THL DOCUMEN'i 19 OF MARGINAL QUALITY. MICROFILMED 00 a 1