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Plans (19) BU P2017 - 00143 . , VACANCY SPACE PREP . IMI • . TENANT IKAPROVEMENT . . Architecture a Interiors . . Planning . Engineering CITY(WDGARD REVIEWED FOR CODECOMPUMMta OFFICE COPY 3 LINCOLN APPm I . OTC: IcACrect 9II -)- • 10220 SW GREENBURG RD p tt . . Portland,OR 503.224.9560 Address I Q �,W I../ 1l t �`P� Suite#4 'y � Vancouver,WA TIGARD, OREGON 360.695.7WA Seattle,WA 206.749.9993 • www.mcknze.com MACKENZIE. GENERAL NOTES INDEX OF DRAWINGS DESIGN DRIVEN I CLIENT FOCUSED Client 1 SIN A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, DRAWING INDEX AND NOTESW 4 �w 0 ^o `\{ '10 i — INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE A1.10 PARTIAL FOURTH FLOOR PLAN, DEMO RCP, REFLECTED CEILING PLAN AND NOTES n C C 4' .dam•�/ F,f T311?f7 1 r 1 ;. EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. A5.20 DETAILS AND SCHEDULES SHORE STE IN ' - . =- '' J :l'/°�• � S"`°CTU"t `` 7; C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START 1 le,l n :_;; OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY • L a i CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE f I_� { {.. a}..N6m I r ate; a ✓� ''''. PERFORMED AT NO ADDITIONAL COST TO THE OWNER. SCOPE OF WORK 1 , y �� ' D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE . , . . 4 N` �� U. H H. -, `�.. CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR LANDLORD IMPROVEMENTS 3 ,-;0,-,,' '' SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. h'°'x FOR AN APPROXIMATELY 3,859 SQUARE FOOT VACANCY ON THE FOURTH OF SIX FLOORS. I ' o- E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. Project `' t . :y -b -c WORK TO INCLUDE DEMOLITION, NEW WALLS, NEW DOORS AND RELITES, NEW EXTERIOR P 1 ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE VACANCY SPACE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE GLAZING PANELS AND MODIFICATIONS TO EXTERIOR PAVERS. PREP -a 6- c £ �, - PRICED. x��ry ` v F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS SUITE 415 OCCUR, UNLESS NOTED OTHERWISE. LANDLORD APPROVAL' TENANT } , ;.;;! , . G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FEE) REFER TO FINAL IMPROVEMENT 1,.., �% Sm6hTUNEGvueKuG STFIIJ wasp, , . H. , _ FINISHED FLOOR ELEVATION, WHETHER BUILT—UP SLAB, COMPOSITE DECK, OR RAISED ACCESS 3 ��� 1 . ._, , FLOOR. DESIGN/CODE DATA 10220 SW GREENBURG RD H. DO NOT SCALE DRAWINGS. SWOak Street . . . I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN TIGARD, OREGON ,7-67ar PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. GOVERNING CODE: 2014 OSSC 1 / 1 J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING OCCUPANCY: B MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF LAKE OSWEGO CONSTRUCTION TYPE: TYPE I—B • 00 A� i AREA OF WORK REQUIREMENTS FOR RECYCLING/RE—USE OF DEMOLITION DEBRIS. TENANT AREA (APPROX): APPROX. 3,859 S.F. C r-i- SITE PLAN K. CONTRACTOR WILTHE L ICOORDS INATE CLEANONSIBLE R UP OF ALL AREAS ANY DAMAGE UAFFECTED BY DUST ORLTING FROM THEIR RANYK. HE OCCUPANCY LOAD: 39 tib'? /� IS•N- ,� ( .o9/ NTS MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING fir / THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY 1 REQUIRED EXIT, 1 EXIT PROVIDED '��� �� '"'3 BY TENANT. ALL EXITS ARE EXISTING AND WILL HAVE APPROPRIATE EXIT SIGNAGE PORT/' D, •REG% L. ALL DESIGN—BUILD ITEMS,- SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND BUILDING IS FULLY SPRINKLED AND HAS NEPA SMOKE DETECTION i� APPROVED BY MACKENZIE. WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER `�� �•�t:• M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND OF PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER. DEFERRED SUBMITTAL • o D MASTER LEGEND (by separatepermit) I ill' •■ 2 FIRE OSSC SECTION 107.3.4.2 ermit MACKENZIE 2017 SPRINKLER ALL RIGHTS RESERVED I- THESE DRAWINGS ARE THE PROPERTY I• ::::; F 3 EXISTING CONSTRUCTION TO BE DEMOLISHED FIRE ALARM OF MACKENZIE AND ARE NOT TO BE MECHANICAL USED OR REPRODUCED IN ANY MANNER, .I Y WITHOUT PRIOR WRITTEN PERMISSION EXISTING 1 HOUR RATED WALL TO REMAIN ELECTRICAL I I . EXIT ILLUMINATION REVISIONS: 0 0 0 0 mill, EXISTING DEMISING WALL TO REMAINo NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN �� REVISIONS REVISION DELTA • —— " iii >_, THIS CLOSING DATE 4-- I , ��'� + NEW WALL TO UNDERSIDE OF GRID, SEE 4/A5.20 OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS cro SHEET -- t r �fl►_, I dll ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL CODE COMPLIANT • A NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION i � ; _= DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW 1Fr4 41EV--------- RN - , al% �I EXISTING COVERPLATE PRIOR TO SUBMITTAL ITIF EXISTING LIGHT SWITCH 1 iiri, r'`, �' r V �`.1 i NEW LIGHT SWITCH WITH OCCUPANCY SENSOR VALUATION ' ee44 ,vs ?W�'Pta �� `� "4"�� �� r C} EXISTING THERMOSTAT hi i`f's` ��, . � � � i VALUATION OF WORK = $40,000 1 s�"` m: � � \s:;,��,y � k✓f je. -L a.a -e`3. *wit �., i�� >�xa.?...yi�Cza�'s�'�"�r T rhe,r��y ,n-�`'�v Pf �� ' ��' A', a O , .,ro :` xr z��€. EXISTING 2'x2' CEILING GRID AND TILE TO REMAIN I a �� t;ctivit �: SHEET TITLE: ,.*Avial x 7.. •,,,, ` t A ` NEW BUILDING STANDARD 2'x4' LED LIGHT FIXTURE TITLE SHEET Al SITE PLAN, KEY0 °7 LONGEST COMMON PATH ra / EXISTING SUPPLY/RETURN VENT TO REMAIN PLAN, DRAWING OF TRAVEL = 79'-3" INDEX AND NOTES .. ® NEW OR RELOCATED EXIT SIGN / AREA OF WORK EXISTING SPRINKLER HEAD TO REMAIN OFFICE COPY ��i �'° . ./ O KEY NOTE FOR REFERENCE I I 402A DOOR NUMBER SYMBOL I DRAWN BY: CLM, CAK AirN 2 KEY PLAN EXIT REQUIRED EXIT CHECKED BY: SBH, PDK I I gragillifil GO.• FOURTH FLOOR NTS SHEET: CITY OF TIGARD TRUE PLAN NORTH NORTH Approved by Planning Date: tr op GO.01 Initials: Al.— , I JOB NO. 2150952.12 I I PERMIT SET: 06/07/2017 215095212\4_DRAWINGS\ARCHITECTURAL\12-G0.01.DWG CAK 06/07/17 08:58 1:96.00 • • * TILE GENERAL NOTES KEYNOTES NOTEV I , . , ,o• ,v. ro , . .+ I • . A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. 1. CENTER NEW WALL ON BUILDING COLUMN. B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 2. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 8/A5.20. MODIFY EXISTING C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. OPENWINDOW COVERINGS AS REQUIRED. OFFICE D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-5"± (EXISTING) AFF, UNLESS NOTED 3. NEW 6'-0" WIDE BUILDING STANDARD RELITE SEE DETAIL 7/A5.20. 401 OTHERWISE. 4. NEW 3'-0" WIDE BUILDING STANDARD RELITE, SEE DETAILS 7/A5.20. Architecture Interiors E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE 5. REMOVE EXISTING SLIDING DOORS. INFILL EXTERIOR WALL WITH NEW SILL AND EXTERIOR Planning nEngineering DETAILS 1/A5.20. WINDOWS TO MATCH EXISTING SUITE STANDARDS. EXTERIOR INFILL TO MATCH EXISTING F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CONSTRUCTION INSTALLATION METHOD AND INSULATION STANDARDS. © © CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF TILE, UNLESS NOTED OTHERWISE. 6. ADD NEW KEY LOCK AT SLIDING DOOR FOR BUILDING ACCESS ONLY. . ._460 G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT 7 REMOVE EXTERIOR PAVERS. ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND 8. EXISTING PAVERS TO REMAIN. CLEAN EXISTING PAVERS AND ENTIRE ROOFTOP TO PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. REMOVE RESIDUE AND MOSS. REMAINING PAVERS TO ALIGN WITH GLAZED OPENING. Portland, OR • .. . Y H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON \ REPLACE ANY DAMAGED PAVERS TO MATCH EXISTING AS REQUIRED. 503.224,9560 402A 403A COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. 9. REMOVE EXTERIOR RAILING AND VERTICAL POSTS. MAINTAIN EXISTING POST ROOF \ I. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. Vancouver,WA SYSTEM AND PATCH FLASHING AROUND POSTS AS REQUIRED PRIOR TO CAP OFF. 360.695.7879 -szt J. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING 10. REMOVE EXISTING OPEN BRICK. INFILL OPENING WITH NEW BRICK TO MATCH EXISTING STANDARD UNLESS NOTED OTHERWISE. BRICK AND GROUT. Seattle, WA OFFICE CONFERENCE K. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS 206.749.9993 11. REMOVE BRICK AND TOP CAP TO PROVIDE A 3'-0" WIDE OPEN ENTRY ACCESS AT WALL. \ _ 402 403 BEEN PERFORMED (ON 06/02/2017, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING CURB BELOW BRICK WALL TO REMAIN. PATCH AND REPAIR TOP CAP AS REQUIRED. www.mcknze.com INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE 12. RECONFIGURE EXISTING ROOFTOP PIPING WITH NEW PIPING AS REQUIRED TO MINIMIZE I; CPT O fil © r +-0 © O AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH IT'S APPEARANCE FROM WINDOW LINE. i' r�Lt TENANT. \ :, 0 13. PROVIDE NEW LITHONIA 2ALL4 LED LIGHT FIXTURES WITH DIMMERS. �� x • L. PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH DESIGN DRIVEN I CLIENT FOCUSED l �–� NO VOC 14 RELOCATE HVAC BY DEFERRED SUBMITTAL , D t u . -1 4,..p.. t, h .� ... _ ii u n n 11 1� 11 li h` _ __ __ ,_ . T=.v= ,= 15 RELOCATE SPRINKLER BY DEFERRED SUBMITTAL . Client q .=. ==A,- ==v=>r °_ w . __.. .v_=v_=v,=v==v=_x.=x=_ ==x.=y==v= v_=x._x==x__x=,A_ v.-v=-v-v== =_v==r_=v==v== M. D AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO =v=-x- v :� _v =v v- R--� h x A Y Y= Y a -r =v x �:- X A �- v v x 0 .-___—___„ —, . N. ADD SOUND INSULATION IN ALL NEW WALLS.. _, _ ==}==v=, .z�. _ _. r==v.=v==r== ==r== ==A==v==Y==v==Y.=A==v.=v_=x==Y.= ==a==N=.===x== ==: 0. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING �: LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON r'-fe'-'4'''''''-4-4—':.,...4--...-,--4,,...1,-.4.---....,' -,,,, ..,-k =A=_r==r = _ __ __ __ _ __ __ __ __ __ __ __ _. __ __ _ =="==r ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN SHORE S T E N OREGON ENERGY CODE ._ _ __ __ _ � 4 4 _ ._ _I__1 _ __ _ __ __ = CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND v=_x_ Y_ �:_---f v_ : _ =v x DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE O ! ,_ '?==h1. _=x,=x=,T-I-x _v.. .. _ __ _Lill= I ,..,:-...-1,,..:...S..,:,',.. .,nom irrifv-r-I-11."'I-Vr,.fr -4 . __ ._ _. .: . . _ . - _ _ __ __ __ __ __ _ __ _ - PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE= FINAL LAYOUT TO BE REVIEWED �- ° ° AND APPROVED BY ARCHITECT. O 0 1 O 0 , , 1, 0 0 Project ROOF ROOF VACANCY SPACE 405 HVAC 405 PREP . 406 0 SUITE 415 TENANT IMPROVEMENT 0 ,— Q 3 LINCOLN 10220 SW GREENBURG RD TIGARD, OREGON / sC I I < -0V-D , 1 PARITAL FOURTH FPLAN it. Al IN ';',c.r A1.10 1/8" 1, 0" ,app , 2 ,._.3 Iimmmi 1111 - _ • PORT • D, ORE , . I■■■■■■■■■�■■■■■ •Ir. ■■■■■■■■■■■■■■■ . . . . . . . \ . t _ x- • _ ■® 11_11goo_ ■_► imps" 1111 ►� 11_11 � oF �,•-iiIIIIIIIII®IIII , iii mum mum Elm= .111111mnim__ IIIIII__ __ _ .._ _ _.. i __ _ -i , _ 1:=111=11112:71111111111111111111111111111111111111111111111 OMACKENZIE 'sT. ° X. I . ' X , . „ C ALLRIGHTSRESERVED , , , THESE DRAWINGS ARE THE PROPERTY 14 TYP. i 1- TYP_ 111111111111111111 ' �� 11111■ 111111111111■■■■■■■it OF MACKENZIE AND ARE NOT TO BE WITHOUT PRIOR WRITTEN PERMISSION USED OR REPRODUCED IN ANY MANNER, . : .r , _ - �� � � �� �■ ■� ■1111111111111i111111117111iiii.:111111:111111111111111111 ® REVISIONS: h REVISIONS REVISION DELTA 111141111111 ■... K >—J THIS CLOSING DATE \ X . . - _ _ - - „1111■■ wwSHEET 1111.111111MIEMMENEMINIMIEMEMEMZEntralliMINIM-1:11111111111111.11111111111111.11111111111111111111111 \ . . NV II 1111 EMI z li ,_,., _ '_ p +7 FS Gf Cl —_ —_ __ 11 b —_ I. , :\\ ›.. , , . _,.,.. ,_,_•,_ - .,.,_ _,.,. r _ 1111 ■■ ®--x • , , , , . " , • : •.••, .. _,_,_. i ------ - . , . . . . : ,,: . ��■■■■■■■■.,,i .1■■■■■■■ ■■__■■a =_►_�■■ ■�►_i■■i11►_1 ■■ ■. . . . * "-v LI tig ..., n , n t 1 n it It �1.._ -�_:_IIIIIIIIIIIF , tiI �1� t111111111111 `.Y y I — _.... ..was �t I SHEET TITLE: PARTIAL FOURTH ` FLOOR PLAN, DEMO RCP, REFLECTED g� _ , _.,. ___ _�. CEILING PLAN �. � _ AND NOTES 11 11 1 DRAWN BY: CLM, CAK CHECKED BY: SBH, PDK I , SHEET: — • al . Z Sym. / A i I JOB N0. 2 DEMO RCP 3 REFLECTED CEILING PLAN , 215095212 A1.10 1/8"=1'-0" A1.10 1/8"=1'-0" PERMIT SET: 06/07/2017 215095212\4_DRAWINGS\ARCHITECTURAL\12–A1.10.DWG CAK 06/07/17 08:59 1:96.00 POP-RIVET RUNNER TO 7/8" WALL ANGLE AT 233 MIL 3-1/2" METAL STUD BRACING ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 BERC 2 8" MAX. ‘1\ ( �� TO FLOOR STRUCTURE AT 8'-O" OC CLIP 0 W/ (2) #8 SHEET METAL SCREWS AT SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT EACH END. BRACING TO BE PROVIDED STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER — 3625125-43 STUD 101KWHERE DISTANCE BETWEEN ADDITIONAL #12 WIRE1,-,\, BRACING TO UNDERSIDE SUPPORT AT ALL MEMBERS 3\ sib., 40 / PERPENDICULAR INTERSECTING WALLS WITHIN 8" OF PERIMETER ,I OF EXISTING FLOOR/ ' ,, '� OR HORIZONTAL BRACING BETWEEN „ (S ?.---- ,, `)° \ ROOF ® 6 -0 oc `�� '' EXCEEDS 8'-0" OC — LATERAL BRACING WITH APPROVED VERTICAL ° ° ° ALTERNATING W/ (2) #8WALLS C Mc3, �1� COMPRESSION STRUT AT 12'-0" OC EA WAY ° J \ �` 4,'COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ° ° \ SMS AT EA END .-- l 1` 3" SOUND ATTENUATION BATT. 4'-0"\ \ ���NIA,, A ' �_—�.,����� Architecture Interiors ° ,,(1, \ \ _� J�'-v� CENTERED ON WALL WHERE NOTED. "ATTACHED °� \ \ Planning 0 Engineering WALL" ° ° �° \� \� CUT TILE FOR TIGHT FIT AT WALLS v�yv���v °g \ PPP 3625125-18 ® 16 oc SUSPENDED Oo , \ TO STRUCTURE ABOVE CEILING ♦ CASING BEAD USG 200-A A CEIIJIVG EDGE AT WALL NTS \\ ATTACH STUD TRACK THROUGH GRID k ' : O NOTE: FOR UNATTACHED WALLS PROVIDE A 1 2" 45'N 45' GYP BD ,.rte` OR 0 s: nxnn xxx > EA SIDE Portland, le )i I TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP SAT CEILING PER PLANS SOUND ATTENUATION INSULATION 503.224.9560 -- DO NOT SCREW BERC 2 CLIP TO TRACK tMETAL STUDS AS OCCURS -- SEE PLAN Vancouver,WA %, ? SEE WALL HT. 360.695.7879 - TABLE MAX. LENGTH B CEILING BOTTOM TRACK TO FINISH FLOOR .�_e CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE FOR rillilb- 1 WITH POWDER DRIVEN ANCHORS AT Seattle, WA ,1ufA,X MAIN RUNNERS AT 4'-0" OC 1/2 DIA CONDUIT (EMT) 5'-10'' B GYP BD 8 -5 AFF SIZE AND " 206,749.9993 „ 3/4" DIA CONDUIT (EMT) 7'-8" SPACING ♦ 4 -0 OC 6'-0" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR (EMT) 8,-3,, AFF F CONT ACOUSTIC SEALANT EACH SIDE www.mcknze.com 1" DIA CONDUIT 9'-9" _ WITH #10 WIRE AT 5'-0" OC EA WAY x SGL 162S125-33 MTL STUD 12'-0" GYP BD CONTD AGAINST TRACK NO SEALANT AT SIM MACK LATERALLY BRACE MAIN RUNNER TO (1-5/8"x2OGA) ENZIE CONCRETE SLAB / NOTE: STRUCTURE AT 12'-O" OC EA WAY. BACK TO BACK 162S125-33 15'-0" GLAZING CHANNEL N 1'— DESIGN DRIVEN I CLIENT FOCUSED Q ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS (1-5/8"x2OGA) _ �,«�i Client CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" " MINIMUM TEMPERED ""' APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF (2-1/2"x2OGA) GLAZING CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK 250S125-33 15'-0" WALL BEYOND = se STRUCTURE. WIRES TO HAVE A 200# CAPACITY. TRAPEZE DUCT WORK MTL STUDS (2-1/2"x2OGA) mi o AND OTHER LARGE OBSTRUCTIONS 0 ti M S H O R E r T E IN SUSPENDED CEILING 3BUTT GLAZINGTTINON—BEAR1NG NOTE: PROVIDE SEISMIC "- '_ " N "_ '- " SEPARATION JOINTS IN CEILINGS GREATER NTS z 5.2� 1 1/2 -1 0 J 5.2. AT FLOOR AND SUPENDED CEILING 3 1 0 Q THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v0 1 1 DOOR Project SCHEDULEVACANCY SPACE DOOR DOOR DOOR FRAME HDWR : : WALL AS OCCURS L PREP DOOR DETAILS RATING COMMENTS • - GYP BD PARTITION SEE PLAN OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP SOUND BATT AS OCCURS SUITE 415 :::::" SOUND ATTENUATION BATT TENANT EXIST PR 3'-0"x8'-3"± E�STIN COOR / -- 1 • I GYP BD ♦ AT ALL WALLS, TYP. 402A 3'-0"x8'-3" 134" FL/R SC S HMK FF 7 A5.20 H-1 403A 3'-0"x8'-3" 134" FL/R SC S HMK FF 7/A5.20 H-1 -- -- — \ { IMPROVEMENT LINE OF SILL AS OCCURS 3 LINCOLN HARDWARE GROUPS: ABBREVIATIONS: `f DBL STUD AT JAMB TYP 10220 SW GREENBURG RD H-1: PASSAGE EXIST EXISTING ��'� TIGARD, OREGON LATCHSET F75 GRADE 1, 1 FF FACTORY FINISH BUTTS, SEAL, STOPS I ALUMINUM TRIM PIECE "CEE" FL/R FLUSH WITH ADJACENT RELITE HMK HOLLOW METAL KNOCKDOWN _ W/ 1x" RETURNS, FINISH4 0) ° S STAIN MATCH BLDG STD TO OMATCDH BUILDING WINDOW RAMES ., L D. '� (ANODIZED SC SOLID CORE WOOD STANDARD) / y ' . 22 DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: ELI. - NEOPRENE SEAL 9POR D, OREGON ,� 1. EXISTING DOOR AT EXISTING A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, `�1 1 HOUR RATED CORRIDOR. AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. �, OF B. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT �ril �S BUILDING STANDARDS. 11111111111. C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATEl!i111ITii SIDE LIGHT AS OCCURSSTOREFRONT GLAZINGI MEASUREMENTS BASED ON FIELD OBSERVATION. _ WITH 1/4" TEMP GLASS SYSTEM © MACKENZIE 2017 ALL RIGHTS RESERVED D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING 111111111 THESE DRAWINGS ARE THE PROPERTY INVENTORY OR RELOCATED WITHIN SUITE WHEREOF MACKENZIE AND ARE NOT TO BE rtUSED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 0 -J REVISIONS: ROOM FINISH DOOR A LIT z La T EXTERIOR MULLION0 Q REVISIONS REV[SION DELTA THIS CLOSING DATE FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING " ' " W w SHEET ROOM , , CEILING 5.2 3"=1'—0 0 5.2 3 =1 —0 Q c: LI NO ROOM NAME MAT'L MAT L MAT'L MAT'L MAT'L MAT'L HT. FINISH 0 FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS 1 401 OPEN OFFICE CPT RB P P GB/P P EXIST EXIST -- 3 LINCOLN STUD SIZE: 2X " I 402 OFFICE CPT RB GB/P GB/P GB/P GB/P EXIST EXIST 1 403CONFERENCE CPT RB GB/P GB/P GB/P GB/P EXIST EXIST 1 1 404 DECK EXISTING - 2 LIMITING WALL HEIGHT TABLE I 405 ROOF EXISTING e. 2 INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf 1 406 HVAC EXISTING 3 DESIGNATION SPACING MAX. WALL HEIGHT I FINISH SCHEDULE NOTES: ABBREVIATIONS: WALL BEYOND 250S125-18 24" 8'-4" A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET \, 2505125-18 16" 9'-7" SHEET TITLE: TO BE COORDINATED WITH TENANT. EXIST EXISTING TEMPERED GLAZING PER 2505125-27 24" 9'-10" DETAILS AND B. PATCH, REPAIR AND PAINT ALL EXISTING WALLS GB GYPSUM BOARD SPECIFICATION SCHEDULES WHERE AFFECTED BY NEW WORK. PAINT NEW WALLS. P PAINT 2505125-18 16" 11'-3" C. PROVIDE NEW UPGRADED BUILDING STANDARD CARPET RB RUBBER BASE 3625125-18 24" 13'-5" TILE AND RUBBER BASE THROUGHOUT. FINISH SCHEDULE COMMENTS: BRUSHED ALUMINUM 362S125-18 16" 14'-4" 1. PATCH AND REPAIR INTERIOR AND EXTERIOR CHANNEL 3625162-33 16" 16'-5" FINISHES AS REQUIRED WHERE SLIDING DOORS ARE o /// RESILIENT SPACER 3625162-43 16" 18'-0" ATTACHMENT REMOVED. MATCH EXISTING ADJACENT FINISHES. W " , 2. EXISTING AND NEW PIPING TO BE PAINTED. 0 6005162-33 16 24 -6 COORDINATE FINAL PAINT SELECTION WITH °- FLOOR FINISH DRAWN BY: CLM, CAK LANDLORD. INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS crap @ 5psf 3. PREP AND PAINT EXISTING TOP CAP AT BRICK WALL. W -I CERAMIC TILE FACING 1 w CHECKED BY: SBH, PDK COORDINATE FINAL PAINT SPECIFICATION WITH m I LANDLORD. DESIGNATION SPACING MAX. WALL HEIGHT < SHEET: �' `� 362S125-18 16" 12'-4" f- 0 FLOOR SYSTEM 362S125-33 16" 14'-3" , , �. • 71J WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. 1 1 JOB N0. 215®952.12 RELITESILL DETAIL AT FLOORco HEIGHT TABLE I 5.2 ALTERNATE 1 1/2"=1'-0" i PERMIT SET: 06/0712017 C0 215095212\4_DRAWINGS\ARCHITECTURAL\12-A5.20.DWG CAK 06/07/17 10:30 1:96.00