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Plans (5) BU P2O17 - 00289 ySuw /)-- 7 [ 1. SU6e-"4 ' 23-0 CLEARSPRINGQ OWNER . caP ,. SHORENSTEIN REALTY SERVICES i ---- ---__---.._---. ___.,T. .,--_—.-____ -..T ROB FABIAN — PROJECT MANAGER — CONSTRUCTION SW Locust Shout _ 5335IEDSD ' odCo __,. ,f- �"` � f? <00 Oo0o Ct 111, 1 ! I l ' Mo ROAD, 275 Architecture Interiors s LAKE OSWEGO OREGON 97035 RECEIVEDPIanningEngineering , LOAN SERVICES 1 f-6 ,,,,„1„.,,,,,,,,0_,,,,,,,,, , ,,,, 1 ,? ,,, , c � `. t PHONE: (503)412-4844 I it I a s 41.- ll!�!�Ilil1�� .` .L+'t . ;.I 1 10 •,I L a eI ! ,, � 't pj b / c STRUCTURED PARKING ; I �°a._ T m_, Vin, b r ' 0,_,_, U:-TTURED {1,,'.' ,. GENERAL CONTRAcTOR. , NOV 1 Za,7 r tA4 �� 1 , li do „11 d • 2 - N/ti li-1'r `117.11 Ft 111?1y, ••, , CM'OF TIGARD o � aii �� 5..11, r�,�� ��� ` a — 4 : d l ` _ f TENANT IMPROVEMENT RUSSELL CONSTRUCTION T _ 4,{ ' I, o ' al - I i. _ I_ ,/T DONN STURDIVANT/ARNE WAYRYNEN BUILDING DIVISION Portland,OR ii 4— �; i!I 1 /� / / 5Q3.224.9560 DSTURDIVANT®RUSSELLCONSTRUCTION.COM , , f-.--_, l_ ,,>, `, Vancouver,WA I ; 1 - -' -,,, _ h-, 5 i (\,T t��% 2 LINCOLN 20915 SW 105TH AVENUE � i� � A - - r .i'4- ,..r.� �'"� t Y / 360.695.7879 1 e 11 -J t\ �ln. SI,a, / �� �,1 TUALATIN, OREGON 97062 i ,� ,/�. LOBSTER E� , • W :-- ,s, PHONE (503)692-9002 Seattle,WA Q10 i y t, , "c g x r • y f 206.749.9993 _ \ a _ _ j 10220 SW GREENBURG RD. P +�t f/J.-P��S+j P�l�(J�'/ J/ Jh -'I-O 'r.rufl fit k �.:irl�/`hFJ a I!f�� L. `� _. $ ill � -� � � � www.mcknze.com r 11 L"� �:. ,� 0, 1 -.%, O 1 TO rMACKENZIE . E �f 1. LEJ.: i c Ti�; I, TIARD7 OREGONLEGEND F r Il� �, �+ Q-1 ` - 9 '`'L1 --=, �_D 1, f DESIGN DRIVEN I CLIENT FOCUSED 1 i, n 4 ,•1 ,i:u r, `1:: ,; F , EXISTING CONSTRUCTION TO BE DEMOLISHED Client ,� s ' I 1 �. , —�� q., tk 1 1' �` ' ""�' - . I I EXISTING WALL TO REMAIN 1 _ INDEX OF DRAWINGS �x 1, , ....R , µ ,l I - III TU D A Kfi l l' =I ' NEW WALL TO UNDERSIDE OF GRID (ALTERNATE) , \ •.4.• . 7- . tt � l, , l , c �' sT�tucTOREp P +a �- STRti�TUR�o PARKIN ! i' S Ei� S H O R E: N 5 T E 1 N ( ' - ----:---- '1I.,I1 1 _._r ' ' I. I, , ft , ;, G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES ,Y -- A1.10 PARTIAL SECOND FLOOR PLAN, REFLECTED CEILING PLAN AND NOTES ' EXISTING 1 HOUR RATED WALL TO REMAIN I i 11 , I : 1 !I '"ll ll,';;+!`' +'�'°til ''11�° EXISTING DEMISING WALL TO REMAIN �.� � A5.20 DETAILS, ENLARGED RECEPTION PLAN AND ELEVATIONS �, ,."""",."�,:"", .,---______ +_ oak Street �, — _._ ...._ __� +r. EXISTING QUADRUPLEX OUTLET 25° so� ,00� Zoa� SCOPE OF WORK -0 EXISTING DUPLEX OUTLET AREA OF WORK ° EXISTING COVERPLATE ' ® THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS Project CT; SITE PLAN EXISTING COVERPLATE LOCATION TO RECEIVE NEW VOICE/DATA ROUGH IN LOCATIONcLEAREFRING 1- FOR AN APPROXIMATELY 1,744 SQUARE FOOT TENANT ON THE SECOND OF SIX FLOORS. S EXISTING LIGHT SWITCH NTS WORK TO INCLUDE MINOR DEMOLITION, A NEW TENANT ENTRY DOOR AND RELITE, AND LOAN SERVICES GO. NEW CABINETRY. ALTERNATE SCOPE OF WORK TO INCLUDE A NEW WALL. EXISTING LIGHT SWITCH WITH OCCUPANCY SENSOR SUITE 250 FE FIRE EXTINGUISHER TENANT IMPROVEMENT TENANT APPROVAL' o FIRE STROBE 2 LINCOLN 0 EXISTING THERMOSTAT 10220 SW GREENBLEIG RD. ® DESIGN/CODE DATA KEY NOTE FOR REFERENCE :MARDI OREGON F - GOVERNING CODE: 2014 OSSC II I OCCUPANCY: B nip INTERIOR ELEVATION FOR REFERENCE - I in p ID CONSTRUCTION TYPE: TYPE 1—B '�' TENANT AREA (APPROX): APPROX. 1,744 S.F. 1 DOOR NUMBER SYMBOL .r P L D.ViD 414.* .' OCCUPANCY LOAD: 18 EXIT REQUIRED EXIT �; � 1 REQUIRED EXIT, 1 EXIT PROVIDED EXISTING CEILING GRID f , ,...3 1 , ° ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE �,t�'E'Oi Aa �� �� BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION �� `�`` 1 WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER , , EXISTING 2'x4' LIGHT FIXTURE TO REMAIN i OF, 1 III IIM _ __ illa T fir/ • ,� /� ? 0 vi EXISTING SUPPLY/RETURN VENT TO REMAIN ---, ,% DEFERRED SUBMI EXISTING EXIT SIGN o MACKENZIE 2017 SER 6 -- �'� ALL BEGETS RESERVED 11 1 iip ` �, I --- 2014 OSSC SECTION 107.3.4.2 (by separate permit) EXISTING SPRINKLER HEAD THESE DRAWINGS ARE THE PROPERTY .1 a E, 3 /.1 FIRE SPRINKLER a :-• EXISTING 2'x4' 24 HR EGRESS FLUORESCENT LIGHT FIXTURE TO REMAIN NOT TO BE DOD OR REPRODUCF MACKENZIE ED AINE ANY MANNER, '� - FIRE ALARM >w+r11■tl■■t WITHOUT PRIOR WRITTEN PERMISSION OK ` � �'� MECHANICAL { li, I = ; -1 REViSI0N5:1 ELECTRICALa�� FEXIT ILLUMINATION �,� REVISIONS REVISION DELTA Ili IA -1 � �� � w� THIS CLOSING DATE �; � ! a SHEET o ,� _ r J NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN , ��`1 „ OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL CODE COMPLIANT 1 1 1 _ tt DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW ' ? PRIOR TO SUBMITTAL ='lr' fli-MY al 1 VALUATION ` { 1 VALUATION OF WORK = $6,500 i `. t 741,__— 271 LONGEST COMMON PATH OF GENERAL NOTES EGRESS TRAVEL = 80'--5" AREA OF WORK SHEET TITLE: OFFICE COPY S A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TTTLE SHEET, 0/16.0414 2 KEY PLAN TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. CITY OF TIGARD SITE PLAN, KEY B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND REVIE D FOR CODE COMPLIANCE PLAN, CODE GO.1 2ND FLOOR NTS SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. SUMMARY LEGEND, C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY Approved: ` ,IN/ G� 1 I' DS TRUE PLAN MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED ASA RESULT OF NOT OTC: � NORTH NORTH REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. Permit#: 6 }I 7—06g`) D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. Address: l 4 z,. 0 S W G r e.e ...1 b ti 5 E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE Suite#: as 0 1 i PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE By: Date: 1)_ )- )1 DRAWN BY: KGB, CAK HIGHEST COST OPTION SHOULD BE PRICED. F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. G. THE TERMS "ABOVE FINISH FLOOR" (AFT) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, CHECKED BY: SBH, PDK WHETHER BUILT—UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. 1 ' H. DO NOT SCALE DRAWINGS. SHEET: I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. ,Ai i 1 OF TIGARD J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY Approved by Planning DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE—USE OF DEMOLITION DEBRIS. ► ■ K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN Date: _RILL 1 3 UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THEInit�aI - /i/1. ,r„_,_ l , PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. JOB NO. L. ALL DESIGN—BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. 2150951.23 M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED I l FROM THE SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER. PERMIT SET: 10/23/2017 1- ClIT 215099.5123\4J3RAAW1NGSS\ARGHITECTUR AL\23-G0.0T.DWG CAK 10/19/17 12:03 1:96.00 GENERAL NOTES r 04.s A. ALL EXISTING GONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. i I B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. I0 `', ;'ah� I C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. I } „ ,,; D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-5"± (EXISTING) AFF, UNLESS NOTED 2 i ., II S OTHERWISE, �; Architecture : Interiors ? � - ", " DaST E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS II � �� ; 1 I� I Planning n Engineering 1 a,> 11 RECEPTION d2/A5.20. F. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN OFFICE SERVER BREAK /!� 201 r, v., CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. 1. 209 210 L 211 I �. i C. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT =-p p f I '. m 0 ALIGN ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE xis . Ica, i�► 5,7 I DRAWINGS BY DEFERRED SUBMITTAL. •,� �' Portland,OR 'S a 4 T . �t _ � - — -- -•- �-.Wir H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. 503.224.9560 f = `' CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. , r . Vancouver,WA I. ALL INTERIOR DOORS TO BE EXISTING, UNLESS NOTED OTHERWISE. `HALL OPEN OFFICE J. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN 360.695.7879 s= 208 00 202 PERFORMED (ON 09/18/2017. WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING Seattle,WA 'f ' nINFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). 206.749.9993 f `? ,k,..._ ; 4.1�, vv CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. ww rncknze.com xrs It)* I +moi �, K. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH 4,,z IIM L ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE CTS. MACKENZIE„ ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. DESIGN fa RkVEN I CLIENT FOCUSED STORAGE OFFICE OFFICE OFFICE CONFERENCE ' 1 ` 207 206 -. 205 204 NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. Client 203 0 M. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO - MATCH EXISTING. -_ N. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT `' — TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY SHORCNSTE IN ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN 1 PARTIAL SECOND FLOOR PLAN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED A1.10 1/8"=1'--0" SUBMITTAL. KEYNOTES Project CLEARSPRING Ii1. DEMOLISH EXISTING OUTLET AND COVER PLATE. LOAN SERVICES s a s 2. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. SUITE 250 --1 OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY -_r /\ TENANT IMPROVEMENT __L . I • VARIATIONS TO BE CONFIRMED DN SITE BY CONTRACTOR. 3. NEW BUILDING STANDARD RECEPTION DESK (PAINTED HALF WALL WITH P—LAM - F- , y ._ TYF TRANSACTION TOP WITH WOOD TRIM, P—LAM WORK SURFACES WITH WOOD TRIM, BLACK 2 IACOLN 1i 1- -Il �,:{ _ -,.: r :4 FABRIC WRAPPED TACK BOARD, ONE BUILT—IN P—LAM BOX/BOX/FILE). SEE 6/A5.20 FOR 1(} (} SW ( (` RD X I } ' ' ADDITIONAL INFORMATION. 10220 "f 4. PROVIDE NEW BUILDING STANDARD 3'-0" WIDE 8'-3"± HIGH FULL GLAZED TENANT , , 1 ENTRY DOOR WITH ADJACENT 3'-4"± WIDE FULL GLAZED RELITE TO ALIGN WITH DOOR ' - r HEIGHT. PROVIDE BUILDING STANDARD U—CHANNEL AT TOP AND BOTTOM OF RELITE WITH CLEAR STRUCTURAL CAULKING AT ADJACENT GYPSUM BOARD SURFACE. PROVIDE _ T E BRACING ABOVE CEILING AS REQUIRED PER NEW ASSEMBLIES. PROVIDE THUMB TURNOD � T LOCK AT FLOOR. PATCH AND REPAIR CORRIDOR WHERE AFFECTED BY NEW * , ' • CONSTRUCTION TO MATCH EXISTING. MAINTAIN EXISTING RATING AS REQUIRED. SEE 'A L D. k S DETAILS 3,5/A5.20. a11.1.11111111111 5. CLEAN EXISTING CARPETS THROUGHOUT. EXISTING RUBBER BASE TO REMAIN. II I 6. PAINT WALLS THROUGHOUT. COORDINATE FINAL SPECIFICATIONS WITH TENANT AND 0 po { )I EGO 0 .-_ i_ LANDLORD. f _ 7. PREP AND PRIME WALLS WHERE EXISTING FAUX FINISH OCCURS. __�_�_.;_A_ 14 -- 1 , ' • - __a-, H-14-1-- I I �+ Q 0 --`-_- ma i—= , 1`� : —'� ALTERNATE KEYNOTES i _, ______ p — _ - MACKENZIE 2D17 -11Ir— ___R___ AA. NEW BUILDING STANDARD WALL TO UNDERSIDE OF GRID. O �� F —� ALL RIGHTS RESERVED BB. CONFIRM NEW CONSTRUCTION DOES NOT CONFLICT WITH EXISTING LIGHT FIXTURE THESE DRAWINGS ARE THE PROPERTY PLACEMENT. RELOCATE LIGHT FIXTURE AS REQUIRED. OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, SCHEDULEOF INTERIOR FINISHES WITHOUT PRIOR WRITTEN PERMISSION 2 REFLECTED CEILING PLAN P-1: TBD REVISIONS: A1.10 1/8"=1'-0" cn� REVISIONS REVISION DELTA PL-1: TBD ›.-1 This CLOSING DATE Cr d SHEET PL-2: TBD ' 1 WD-1: MATCH EXISTING SUITE STANDARDS WOOD SPECIES, STAIN AND FINISH I I 1 1 I I I I SHEET TITLE: PARTIAL SECOND FLOOR PLAN, REFLECTED CEILING PLAN AND NOTES DRAWN BY: KGB, CAK CHECKED BY: SBH, PDK SHEET: Aa it } Y l 1 4. } 'JOB NO. 2150951.23 PERMIT SET: 10/23/2017 215095123\4JRAWINGS\Anil ITECTURAL\23-ALt0.DWG CAIS 10/19/17 12:03 1.96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 BERG 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP 8' MAX. I SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT . NEW BASE TO [r#011 SOUND ATTENUATION BATTSTABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER 4� AS OCCURS ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8 STABILIZER BAR MATCH EXISTING NEW RUBBER BASE , 4 " N 1/4" TO RECEIVE RUBBER OF PERIMETER � � i LATERAL BRACING WITH APPROVED VERTICAL ` . BASE COVE _,�_ COMPRESSION STRUT 12'-0" OC EA WAY 2„ / % ° • J SEAL PERIMETER TYPICAL Architecture Interiors COUNTERSLOPE HANGERSRS IF MORE THAN 1:6 OUT OF PLUMB 44001111111111 . (4 � �, IIll • —...�. _ �� CLEAR SILICONE Planning ri Engineering "ATTACHED .,1„ Jr,l' " I ' WALL" i° -- - ` `Q e BASE AT JAMB 00 :'44411111Va'��� El' FLUSH WITH GYP BD; ' 1/4" TEMP GLASS r'' � AT WALL NTS PROVIDE "J" MOLD AT LIGHT AS OCCURS :44001111111101!. NOTE: FOR UNATTACHED WALLS PROVIDE A TOP OF BASE FOR �- BUTT GLAZED SIDE Portland, OR iminnisilimmimmili A P3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP ---- GYP AND KNIFE EDGE _ 503.224.9560 DO NOT SCREW SERC 2 CLIP TO TRACK REVEAL �` Vancouver,WA . ' �- FULL GLASS DOOR 360.695. 7879 „ 1 TABLE MAX. LENGTH Seattle,WA ...... CROSS RUNNERS FIT BETWEEN MAIN RUNNERS114-4" 206.749.9993 " 1/2 DIA CONDUIT (EMT) 5'-10" NEW BASE TO MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 1/4" TO RECEIVE RUBBER afA 3/4" DIA CONDUIT (EMT) 7'-8" MATCH EXISTING - www.mcknze.com / 6'--0" MAX WIRE AT 4'-0' OC OR WITH #10 WIRE AT 5'-0' OC EAS WAY 1" DIA CONDUIT (EMT) 9'-9" fium BASE COVE O LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC —14r— EA WAY. BEGIN BRACING WITHIN 6'-0' OF PERIMETER AND SGL 1625125-33 MTL STUD 12'-0" 1111111 M AC KENZIIE 2' FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8 x20GA) �� NEW RUBBER BASE DESIGN DRIVEN CLIENT FOCUSED NOTE: BACK TO BACK 162S125- 33 15'--O" p , I client ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG MTL STUDS (1-5/8"x2OGA) • li APPROVED TYPE AND HAVE A 1801 CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK SGL 2505125-33 MTL STUD 13'-6" WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS (2-1/2"x2OGA) SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 250S125-33 151-0" o t4 i ASTMC636 AND ASTME580 MIL STUDS (2-1/2"x2OGA) ti 0 5 H o a s r Ira l 2 SUSPENDED CDOOR/RELITE a A 5.2... NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER (-)NTS , 3"=1'-O" o THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. N L TOP OF WALL TO MATCH NOTES:. 1 EXISTING A. FINISH ENDS, TYP G. ASSUME PAINTED SURFACES TO MATCH I ' - 8. CONFIRM REQUIREMENTS AND SIZES EXISTING SUITE STANDARDS, PAINT TBD Pry° A 3625125 43 STUD FOR ALL EQUIPMENT PRIOR H. ASSUME NEW RUBBER BASE TO MATCH RSPRING BRACING TO UNDERSIDE TO CONSTRUCTION OF CASEWORK EXISTING SUITE STANDARDS LOAN SERVICES OF EXISTING FLOOR/ C. P-LAM WORKSURFACES AND L PROVIDE (1) GROMMET. COORDINATE SUITE 250 ti ROOF 6'-0" oc TRANSACTION TOP, PL-2, WITH FINAL LOCATION WITH TENANT ON SITE TENANT IMPROVEMENT ALTERNATING W/ (2) #8 WOOD TRIM, WD-1 ` \\\ SMS AT EA END _ `` - D. BOX/BOX/FILE, PL-1 2 ALN • \ i o 4 ' 1 E. CASEWORK VERTICAL SURFACES, PL-1 10220 SW ARG RD. •\ \ �/ 1 N # I L' �--•�'ISI F. SHIM AS REQUIRED ' OREGON \ • 362S125-18 0 16" oc 7A a \ 1 9 1010 100 ,� x-99 45` \ t CEILING `�iii� `ti�ii war 11115-` IM. ��iii IM. / 45• I RECEPTION � � �,'�, SAT CEILING PER PLANS o - " " O PAINTED HALFhhii ' UL,'. G 1.174 -10 2 -10 r� BLACKFABRIC Y/ / _ WALL, TVP, B/CEILING w WRAPPED TACK l / + 8'-5" AFF •� BOARD P0' I, +'PIN - Hi l $/GYP BD ' 'li y,. 8'--3" AFF �� l��� m +15 --� — \ GYP BD 1 —\- ......� i© i_____Iii_____Ellilli 12t OF . � s�ia l ■ea■i l CIN �� Z MACKENZIE 2017 GLAZING CHANNEL z cv 1- p © p 11�w�m■■111■11m1� rlrrl \'` \ r�1>r■�• •.11r.rrrrlrer�.�� �■ �� .�, Ail'RIGHTS RESERVED .11 TEMPERED GLAZING PER 3'--0" 4'-8" 4'-6 I. 2'--10" I.21--U"I. Q THESE DRAWINGS ARE THE PROPERTY O ,�` .� .�` OF MACKENZIE AND ARE NOT TO BE SPECIFICATION = V CLR. USED OR REPRODUCED IN ANY MANNER, WALL BEYOND j CC A. ELEVAT ON E. ELEVATION C. ELEVAT N WITHOUT PRIOR WRITTEN PERMISSION 0 m a REVISIONS: BUTT GLAZINGHEAD CONDITIONNI..... ENLARGED RECEPTION DESK 7 RECEPTIONELEVATIONS ®Q p W S e REVISIONS CLOSING N DATE DELTA C i " Z .rJ.2 1 1/2"=1'-0" ,� RECEPTION 201 1/4"=V-0" 1„, 52 © RECEPTION 201 1/4"=1 -0 �o SHEET N N N . 2 LINCOLN STUD SIZE: 216" P-LAM TRANSACTION _ I TOP _ , 1 WOOD FINISH ENDS LIMING WALL HEIGHT TABLE 1 1 NON ST TUBAL WALLS L/240 <:' Spsf 1 1 2x PLATE " TOP TRACK '1 SPACING I MAX WALL HEIGHT 1 1 _0 2505125-18 24" 8'-4" I /- 3 1/2" 20 GA METAL STUDS AT 16" OC 250S125-18 16" 9'-7" SHEET TITLE: '4" :►� -. BLACK FABRIC--WRAPPED P-LAM COUNTER TOP 250S125--27 24" 9'-1O" DETAILS, TACK BOARD W/ SOLID WOOD EDGES 250S125-18 16" 11'-3" ENLARGED -10P-LAM COUNTER TOP 5/8" GYP BD EA SIDE W/ SOLID WOOD EDGES lle- FINISH PAINT 2'-O" 3625125-18 24" 13'-5" RECEPTION ���� BLACK 3625125-18 16" 14'-4" AND ELEVATIONS \ P-LAM COUNTER TOP `� �-• __� '*" �!, 9 +. -- - � '� MELAMINE INTERIOR I- ;,--.� ♦ `*:' 3625162-33 16" 16'-5" +`, SUPPORT BRACKET + ` WI WOOD FINISH ENDS _ " " + `, z + SUPPORT BRACKET i 3625162-43 16 18'-0" + c0 ' + .` I ti \ I BOX, BOX, FILE PEDESTAL, *. 1: 6005162-33 16" 24'-6" " 5 8" GYP BD EA SIDE '-'' co BRAWN BY: CAK, KGB + + : 5/8 GYP BD EA SIDE "7 � + + �_ / PROVIDE HARDWARE 1n + FINISH PAINT e + FINISH PAINT ---� F CINTERIOR NON L WALLS [r + " + " FOR PENDAFLEX SUSPENDED In L/360 © 5psf m l + L3 x 3 x 3 16 x 2 -6 l -1 L3 x 3 x 3/16 x 2 --6 FILING SYSTEM CONFIRM I H C ERAIvAC TLE FACS N / v .l v + , w CHECKED BY: SBH, PD3< W/ #10 TEK SCREWS TO N �: W/ #10 TEK SCREWS TO LEGAL ORTLETN R FILE o �- AMAX. � m SHEET: + ` STUD AT 3" O.C. STAGGER, + STUD AT 3" O.C. STAGGER, REQ. W/ ENA - ti. + + SUPPORTS AT 4'-O" OC + + SUPPORTS AT 4'-0" OC 3625125-18 16" 12'--4" I-- + ; + RUBBER BASE 3625125-33 16" 14'-3" cav +/a + + RUBBER BASE i/a + + ` RUBBER BASE1T-----------------jr----:14---\- _ A 5 2 0 .'.� xr .". .f.47 i ..47 E 1/4" x 3" x 15" TOP ' _a • ..q i. .d a� 1/4" x 3" x 15" TOP ll WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH BOTTOM @ EA. SUPPORT `` BOTTOM 0 EA. SUPPORT ¢ m 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. , F -3f8 THRU BOLTS A307 3/8 l�THRU BOLTS A307 U M JOB NO. RECEPTION DESS ICS RECEPTION E SECTION RECEPTION ®ESRC SECTION 12 LLHEIGHT TABLE N 21591.23 1".1'-o" " " W A 9, 1"=1'-0" W ,1, PE 1 , SET:: 10/23/2017 0 0 0 215095123"0...DRAWINGS\ARCHFTECTURAL\23-A5.20.DWG CAI< 10/19/17 12:02 1:96.00