Loading...
Plans (6) BUP2020 -00071 ARCHITECTURAL LEGEND J =? ==' EXISTING CONSTRUCTION TO BE DEMOLISHED RECEIVED J aw�oa.�n..r • �• ' I ni uinui 1 nulnniii QR 1 1 Z02Q 1 o EXISTING WALL TO REMAIN CITY ' ' - HHII+HN+I+HHHH++NNH = eUl NG nlvlsioN■ o EXISTING CORRIDOR WALL TO REMAIN • � - I © EXISTING DEMISING TO REMAIN Architecture E Interiors _► """ """""" LINCOLN Planning Engineering ® NEW DEMISING WALL, SEE 3/A5.20 NEW WALL TO UNDERSIDE GRID, SEE 4/A5.20 TENANT IMPROVEMENT 1 i o EXISTING DUPLEX OUTLET - , Portland, OR EXISTING QUADPLEX OUTLET fl N ETO P . SUITE 303 503.224.9560 EXISTING COVERPLATE Vancouver, WA 360.695.7879 � , O EXISTING THERMOSTAT 10300 W GREENBURG RD , Seattle, WA e pO C OBD E a $ EXISTING LIGHT SWITCH 206.749 9993 C www.mcknze.com \ NEW DUPLEX OUTLET TIGARD , OREGON i@ NEW DEDICATED OUTLET MACKENZIE . K RED PARKING �� ��� �' ' DESIGN DRIVEN 1 CLIENT FOCUSED srRucmRED PAR INc r sraucru NEW DEDICATED QUADRUPLEX OUTLET CM OF TIGARD '- m REVIEWED FOR CODE' COMPLIANCE NEW VOICE/DATA ROUGH IN LOCATION Client D. Approved: ] AREA OF WORK SWo.k NEW FLUSH FLOOR OR CEILING MOUNTED ELECTRICAL AND DATA ROUGH IN LOCATION OTC: ] BF NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS Permit : O Address: 5 N O R E 5 T E I N av , 1 VICINITY MAP BF NEW BASE FEED, (2) CIRCUITS site#: . 0,0 NOT TO SCALE NEW LIGHT SWITCH WITH OCCUPANCY SENSOR $Y: Date: y -.-J_C) � EXISTING 2X2 CEILING GRID INDEX OF D RAW I N G S NEW 2X2 CEILING GRID GENERAL GO.01 TITLE SHEET, CODE SUMMARY, LEGEND AND NOTES Project (ALT) NEW 2X4 CEILING GRID 1 LINCOLN ARCHITECTURAL EXISTING FIRE STROBE A1.10 DEMOLITION, PARTIAL THIRD FLOOR PLAN, DEMOLITION RCP, AND REFLECTED CEILING PLAN SUITE 303 A5.20 INTERIOR DETAILS AND ELEVATIONS EXISTING EXIT SIGN A6.10 ALTERNATE DEMO RCP AND RCP, DOOR AND FINISH SCHEDULES TENANT IMPROVEMENTS !>t AE PROPOSED NEW EXIT SIGN LOCATION 10300 SW GREENBURG RD. EXISTING SUPPLY/RETURN VENT TO REMAIN SCOPE OF WORK TIGARD, OREGON RELOCATE EXISTING 2X4 LIGHT FIXTURE THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF APPROXIMATELY 3,354 SQUARE FEET ON THE THIRD FLOOR OF FIVE FLOORS TOTAL. WORK TO INCLUDE r EXISTING 2X2 LIGHT FIXTURE TO REMAIN DEMOLITION, NEW WALLS, DOORS, RELITES AND FINISHES. AA ® EXISTING 2X4 LIGHT FIXTURE TO REMAIN VALUATION: $48,000 A EXISTING 24 HR. 2X4 LIGHT FIXTURE TO REMAIN PAU K G f� ® NEW 2X4 LIGHT FIXTURE TO REMAIN ® NEW 24 HR. 2X4 LIGHT FIXTURE TO REMAIN DESIGN/CODE DATA PO LAN ORE N (ALT) NEW 2X4 LED LIGHT FIXTURE GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODEhid (� ®®® F (ALT) PROPOSED NEW 24 HR. 2X4 LED LIGHT FIXTURE LOCATION OCCUPANCY: B O CONSTRUCTION TYPE: TYPE 1-B TENANT AREA: APPROXIMATELY 3,354 TOTAL SQUARE FEET OCCUPANCY LOAD: 34 © MACKENZIE 2020 ALL RIGHTS RESERVED 1 REQUIRED EXIT, 2 EXITS PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF ALL EXITS ARE NEW AND WILL HAVE APPROPRIATE EXIT SIGNAGE VALIDITY OF PERMIT MACKENZIE AND ARE NOT TO BE USED CODE SUMMARY LEGEND WITH ON SITE EMERGENCY GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. THE ISSUANCE OF A PERMIT OR REPRODUCED IN ANY MANNER, A - BUILDING IS NOT SPRINKLED. BASED ON CONSTRUCTION WITHOUT PRIOR WRITTEN PERMISSION DOCUMENTS AND OTHER -T. DATA SHALL NOT PREVENT EXIT EXIT ACCESS THE CODE OFFICIAL FROM REVISION SCHEDULE 2 CODE SUMMARY PLAN ® ILLUMINATED EXIT SIGN REQUIRING THE CORRECTION Delta Issued As Issue Date FIRE EXTINGUISHER LOCATION DEFERRED SUBMITTAL OF ERRORS. OSSC 105.4 Q,Q 3RD FLOOR NTS NOT IN SCOPE 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) FIRE SPRINKLER FIRE ALARM P ROJ ECT GENE RAL NOTES ACCESSIBLE MEANS OF EGRESS MECHANICAL ELECTRICAL COMMON PATH OF EGRESS TRAVEL = 100'-0" MAX. EXIT ILLUMINATION A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN 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 EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. O 57'_2" NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. SYMBOLS AND REFERENCES INTENDED TO REPRESENT ARCHITECT OF RECORD FOR REVIEW E FIN COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SHEET TITLE: PRIOR TO SUBMITTAL TITLE SHEET 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. PROJECT NORTH CONTACTS CODE E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS NORTH ARROW TRUE NORTH SUMMARY, TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. FILLED ARROW ARCHITECT CONTRACTOR LEGEND AND F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. A MACKENZIE RUSSELL CONSTRUCTION NOTES DETAIL# 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED INTERIOR ELEVATIONKEY MARK 1 Z PORTLAND, OR 97214 TUALATIN, OR 97062 ACCESS FLOOR. SHEET# SUB-CATEGORY CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: KWM H. DO NOT SCALE DRAWINGS. CATEGORY TEL: 503.224.9560 TEL: 503.692.9002 I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM EMAIL: LCARPENTER@MCKNZE.COM CCB: 58918 CHECKED BY: MRT, PDK J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD KEYNOTE 1 SPACE NAME SHEET: REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. OFFIC SPACE # LANDLORD/OWNER K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY ROOM/SPACE IDENTIFICATION 114 SHORENSTEIN REALTY SERVICES G0m01 EwsT. FLOOR FINISH `� 1Y lir fjlalXl�iDMATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR P-1 B-1 WALLBASE FINISH LAKE OSW5335 DEGO, OREGON 97035 OWS ROAD, SUITE 5 MIorQl/�Cl �Y Planrlln OCCUPANCY BY TENANT. WALL FINISH Date: 3/ i I L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. CONTACT: ROB FABIAN Initials: ' V TEL: 503.412.4844 JOB NO. M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL DOOR SYMBOL NUMBER 101A EMAIL: RFABIAN@SHORENSTEIN.COM 2190955.08 COORDINATE WITH THE OWNER. PERMIT SET: 02/20/2020 219095508\DRAWINGS\ARCHITECTURAL\08-GO.OI.DWG KGB 02/20/20 15:46 1:96.00 2 T10 lux, GENERAL NOTES HUDDLE 3o1A ■ DECK DECK 302 1 ENTRY cPT oasT A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET [A6.101 FOR FINISHES. BREAK CPT-1 WLLVOP]i +ED P-1 B-1 0 301B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF cPT-1 M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. Architecture Interiors B9P-1 B-1e B-1 Fa 302A C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. Planning - Engineering r-------� A5.20 D D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. 6 303A I e_t _ _______i xi i CPT 12'-9 E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS REQUIRED. _ WORK F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. +44 — iii i AA 305 G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING Portland, OR L__IL1_____ CPT-1 SERVER/ IT WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. +44 M1 a� =F=T—T- 11 503.224 9560 +441 +,9 1 �---i--_i--- *4 8 . P-1 B-1 R06 0 b9 + ti S 8 DD I H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. Vancouver, WA 1 360.695.7879 1 3 i *� A5.20 -1 5 �' I. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. T-1 CONFE NCE 9 p CPT Car V T J. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. Seattle, WA 1 304 B 305A 306 as 206.749.9993 ii CpT_1 HALL K. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. P-1 e-1 Aq 309 1 307A � � www.mcknze.com L. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. 304A CPT-1 caTTILE sr A o T a -------{_� ii i _� P-1 B-1 ' M. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. MACKENZIE f- ~1J • N. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED ON 02/18/2020, WHILE VACANT AND PLAN, ELECTRICAL AND DESIGN DRIVEN I CLIENT FOCUSED J li - OPEN OFFICE CPT V STO GE rn X11 308 I CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL Client Pp71 3o6A CPT 1 REQUIREMENTS WITH TENANT. �� i � _ P-1 B-1 P-1 B-1 O. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING 111j O REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. 1111 11 11 P. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. i1 Q. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO s o w ISs . 1 N START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. y R. ADD SOUND INSULATION IN ALL NEW WALLS. 3 S. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. - ��--- -�_ T. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. F= _________=i1 F=====___ -t7l -in �_ U. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF 2x4 TILE, UNLESS NOTED OTHERWISE. Project V. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY DEFERRED SUBMITTAL. I LINCOLN ��1 ii 4 W. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. SUITE 3O3 Mibi rt X. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. TENANT PECK ii DECK Y. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT IMPROVEMENTS ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING j 1 11 LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. 10300 SW GREENBURG RD.TIGARD, OREGON CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT 2 TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. THIRD FLOOR PLAN Z. CONTRACTOR TO INSPECT FLOOR CONDITIONS PRIOR TO LEVELING CONCRETE. NOTIFY A/E AND OWNER OF ALL RECOMMENDED IMPROVEMENTS. SKIM FLOOR AS 1 THIRD FLOOR DEMOLITION PLAN 1 REQUIRED TO PREP FOR NEW FLOOR COVERINGS, WORE KEYNOTESn1. ALIGN NEW WALL WITH EDGE OF EXISTING BUILDING COLUMN.2. CENTER NEW WALL WITH EXISTING BUILDING MULLION,SEE 6/A5.20 3. RELOCATE EXISTING DOOR AND HARDWARE. DE 4. WHERE EXISTING WALL BECOMES NEW DEMISING LOCATION, EXTEND WALL TO STRUCTURE. MACKENZIE 2020 Fa FS 5. PROVIDE NEW 4'WIDE X 8' HIGH PAINTED PHONE BOARD WITH (1) DEDICATED QUADRUPLEX © ALL RIGHTS RESERVED OUTLET. THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED 6. NEW P-LAM UPPER AND LOWER CABINETRY AND BUILDING STANDARD DISHWASHER AT BREAK TO OR REPRODUCED IN ANY MANNER, XAi MATCH EXISTING LAYOUT. MAINTAIN PLUMBING LOCATION IF FEASIBLE. PROVIDE (2) COPPER WITHOUT PRIOR WRITTEN PERMISSION r WATERLINES FOR TENANT PROVIDED COFFEE MAKER AND REFRIGERATOR. 7. NEW P-LAM UPPER AND LOWER CABINETRY.17 REVISION SCHEDULE 8. NEW P-LAM LOWER CABINETRY, Delta Issued As Issue Date g p 9. PROVIDE POWER, DATA AND BLOCKING FOR TENANT PROVIDED T.V., AS REQUIRED, CONFIRM FINAL LOCATIONS WITH TENANT. 10. PROVIDE BLOCKING FOR TENANT PROVIDED SIGNAGE, AS REQUIRED. CONFIRM FINAL LOCATION F5 - FS WITH TENANT. 11. PROVIDE HIGH LIMIT EXHAUST FAN. �( 12. CONFIRM CLEARANCE FOR LIGHT FIXTURE IS PROVIDED BY NEW WALL PLACEMENT. 13. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES.ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. FS r, h, FS ALTERNATE KEYNOTES SHEET TITLE: PROVIDE SEPARATE PRICING FOR THE FOLLOWING: THIRD FLOOR AA. PROVIDE WHITE BOARD/PROJECTOR PAINT, WHERE INDICATED ON FULL HEIGHT R R OF WALL. CONFIRM FINAL SPECIFICATION WITH TENANT. ASSUME KOROSEAL, DEMOLITION PLAN, WALLTALKERS, WRITABLE PLUS PROJECTION, OR SIM. BB. PROVIDE POWER, DATA AND INFRASTRUCTURE FOR NEW CEILING MOUNTED, PARTIAL FLOOR z TENANT PROVIDED PROJECTOR AT CONFERENCE ROOM. CONFIRM FINAL PLAN, DEMO RCP, LOCATION, TENANTSVEPOWER R.REQUIREMENTS AND SPECIFICATIONS WITH TENANT AND AND REF CEILING CC. PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES, 4'-0" CENTERED ON PLAN QQ QS WALL, AT ALL CONFERENCE ROOM WALLS. DD. PROVIDE BUILDING STANDARD SOLID CORE DOOR AND AN INDEPENDENT DRAWN BY: KWM O O COOLING SYSTEM, IN LIEU OF LOUVERED DOOR AND HIGH LIMIT EXHAUST FAN. CONFIRM FINAL SPECIFICATIONS WITH TENANT. EE. SEE ALTERNATE REFLECTED CEILING PLAN LAYOUT ON A6.10 CHECKED BY: MRT, PDK DECK DESHEET: A1 . 10 3 DEMO REFLECTED CEILING PLAN 4 REFLECTED CEILING PLAN 1 .1 1'-0" 1 .1 ,/s"=1'-0" JOB NO. 1/8"= 2190955.08 PERMIT SET: 02/20/2020 FLOOR OR ROOF STRUCTURE 33 MIL 3-1/2" METAL POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENTv BERC 2 ° 4 EXISTING METAL DECK STUD BRACING TO FLOOR WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS CLIP 8" MAX. ° v STRUCTURE AT 8"-0" OC DIRECTLY TO WALL FRAMING WITH (2) #8 SHEET 4 METAL SCREWS AT EACH ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS o ° v CONTINUOUS ACOUSTICEND. BRACING TO BE WITHIN 8" OF PERIMETER SEALANT, EACH SIDE \ / PROVIDED WHERE LATERAL BRACING WITH APPROVED VERTICAL ® °. DISTANCE BETWEEN COMPRESSION STRUT AT 12'-0" OC EA WAY 2" DEEP TOP TRACK TO PERPENDICULAR EXISTING STRUCTURE INTERSECTING WALLS OR COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB a I HORIZONTAL BRACING Architecture Interiors 1/2" DEFLECTION SPACE 4 ' BETWEEN WALLS EXCEEDS Planning - Engineering "ATTACHED . 8"-0" OC WALL" 3" SOUND ATTENUATION OO BATT. 4'-0" CENTERED ON 4'-0" WIDE 3" SOUND SUSPENDED WALL WHERE NOTED. A CELNG EDGE AT WALL ATTENUATION BATT. CEILING CUT TILE FOR TIGHT FIT A NOTE: FOR UNATTACHED WALLS PROVIDE A WHERE NOTED Portland, OR AT WALLS 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP GYPSUM BOARD 503.224.9560 ` -- DO NOT SCREW BERC 2 CLIP TO TRACK EACH SIDE CASING BEAD USG 200-A Vancouver, WA TABLE MAX. LENGTH SUSPENDED CEILING A G ,$TUD TRACK no 360,695.7879 CROSS RUNNERS FIT BETWEEN MAIN RUNNERS r G �D�/ Seattle, WA 8" 1 2" DIA CONDUIT EMT MAIN RUNNERS AT 4'-O" OC SUPPORT WITH #12 (EMT) 5'-10" GYPSUM BOARD 206.749.9993 A 3 4" DIA CONDUIT EMT 7'-8" EACH SIDE SOUND ATTENUATION WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY SOUND ATTENUATION INSULATION PER PLAN www.mcknze.com 6'-0" MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1" DIA CONDUIT EMT 9'-9" METAL STUDS. 11 . METAL STUDS. INSULATION AS OCCURS EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2 L 1 - M L U 12'-0" SEE 12/A5.20 FOR BOTTOM TRACK r0 FINISH FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x20GA) SEE 12/A5.20 SIZE AND SPACING FLOOR WITH POWDER MACKENZIE FOR SIZE AND x DRIVEN ANCHORS AT DESIGN DRIVEN I CLIENT FOCUSED NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 162S125-33 15'_0" ;., CONTINUOUS ACOUSTIC SPACING SEALANT EACH SIDE 4"-0" O.C. APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5 8"x2OGA Client WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 250S125-33 MTL STUD 13'_6" AGAINST TRACK nI CONTINUOUS ACOUSTIC TRAPEZE DUCT WORK AND w \ BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND 2-1 2"x2OGA SEALANT EACH SIDE o OTHER LARGE 112 MAX BACK TO BACK 2505125-3315'-0" 0 - AGAINST TRACK ASTME580 OBSTRUCTIONS w MTL STUDS (2-1/2"x20GA) Z CONCRETE SLAB CON� 4 WALL — TO UNDERSIDE OFRETE GRIDABSUSPENDED CEILING BRACING 3 WALL — DEMISING I B M D R E S T E N 6 2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS ;' 5.2 AT FLOOR AND DECK 3"=1'-O" I 5 2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" 01 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 0 0 0 NOTES: NOTES: A. FINISH ENDS, TYP E. SHIM AS REQUIRED A. FINISH ENDS, TYP D. SHIM AS REQUIRED B. CONFIRM REQUIREMENTS F. Project FOR ALL EQUIPMENT/APPLIANCES G ALL CABINET FACES AND DOORS, PL-1 B. CONFIRM REQUIREMENTS AND SIZES E. ALL CABINET FACES AND DOORS, PL-1 1 LINCOLN PRIOR TO CONSTRUCTION OF ALL EXPOSED EDGES AT DOORS AND SHELVING FOR ALL EQUIPMENT PRIOR TO F. ALL EXPOSED EDGES AT DOORS AND SHELVING GYPSUM BOARD PARTITION TO BE P-LAM TO MATCH ADJACENT CONSTRUCTION OF CABINETRY TO BE P-LAM TO MATCH ADJACENT SUITE 303 SOUND ATTENUATION CABINETRY VERTICAL SURFACES. BATT AS OCCURS SOUND ATTENUATION C. ALL COUNTER TOPS, EDGES AND C. ALL COUNTER TOPS, EDGES AND VERTICAL SURFACES. TENANT BATT WHERE OCCURS BACKSPLASHES, PL-2 H. CONTRACTOR TO PROVIDE (2) COPPER BACKSPLASHES, PL-2 IMPROVEMENTS GYPSUM BOARD WALL AS D. CONTRACTOR r0 PROVIDE WATERLINES FOR TENANT PROVIDED COFFEE OCCURS DEDICATED OUTLET FOR BLACK MAKER AND REFRIGERATOR. CONFIRM FINAL 10300 SW GREENBURG RD. LINE OF SILL AS OCCURS LOCATIONS WITH TENANT. TIGARD, OREGON - — — GE #GDT225SGLBB ADA DISHWASHER 9 11 5.2 5.2 DOUBLE STUD AT JAMB, ALUMINUM TRIM PIECE 5 2 592 CEILING CEILING TYPICAL "RETURNS, W/ 1-1/2" ALIGN W/ LOWERS �Q� RETURNS, FINISH TO C ING MATCH WINDOW FRAMES (2) EQ LIGN W/ LOWERS f� HOLLOW METAL FRAMEPSI— - - PAU K G /' INSULATE i r 0 NEOPRENE SEAL I oPO LAN ORE N EXPOSED �CROWA , FRIDGE, O - 9 , 0 PIPES PER NIc. NIC. ( w _ I OFADA _ i. I I I_ I_ 0 - -- - - OPEN BELOW - - - - - - ( - - N N BUILDING GLAZING PER ADA - - - - - - - I E_ - I I SYSTEM ------ `A (3) EQ. (2) EQ. © MACKENZIE 2020 1'-O" 2'-6" -O" 3 EQ ALL RIGHTS RESERVED B'-O" 5'-10" THESE DRAWINGS ARE THE PROPERTY OF CLR. CLR. g'-1 D" MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, � 14'-5" Q A. NORTH WALL B. SOUTH WALL Y WITHOUT PRIOR WRITTEN PERMISSION UJ w V.I.F. m 3 6 WALL AT EXTERIOR MULLION a � CASEWORK ELEVATION w $ CABINETRY ELEVATIONS W REVISION SCHEDULE 5 TYP INTERIOR DOOR 3 w W Delta Issued As Issue Date cJ 2 HEAD SIMILAR 3"=1'-0" Co 5 2 3'=1'-0' �I 5 2 @ BREAK 303 1/4'=1'-O' rol 5 2 @ WORK 305 1/4"=1'-0" LI 0 0 0 0 13" CLR. 12" CLR. 1 LINCOLN STUD SIZE: 2X" U.N.O. U.N.O. (2) ADJUSTABLE (2) ADJ. MELAMINE MELAMINE SHELVES, SHELVES, TYP. TYPCIAL > I- -) UJ PLASTIC LAMINATE FACES LIMITING I�G�WAL�LN HEIGHT MPOSITE WpABLE LLS 0 O 5psf LU I P-LAM FACES w DESIGNATION SPACING MAX. WALL HEIGHT I- _I LLI 2505725-18 24" 8'-4" 2505125-18 16" 9'-7" SHEET TITLE: 2505725-27 24" 9'-10" INTERIOR > 25" TOP 4'" SIDE SPLASH WHERE J 25" P.L. TOP PLASTIC LAMINATE 250S725-18 16" 11'-3" DETAILS AND U.N.O. � OCCURS W COUNTER AND 4" 362S125-18 24" 13'-5" t`' w BACKSPLASH. SIDE 2'-7" PLASTIC LAMINATE ELEVATIONS W cn 1'- MAX COUNTERTOP AND SPLASH 3625125-18 16" 14'-4"' � SPLASH PER ELEVATION P-LAM TOP WITH SELF EDGE COUNTER TOP AND 0 FAUCET 362S162-33 16" 16'-5" SPLASH PER ELEVATION CONTROLS _ 362S162-43 16" 18'-0" DRAWER AS OCCURS IN i0 — WRAP ALL EXPOSED PIPE (1) ADJUSTABLE ELEVATION PER CODE MELAMINE SHELF 600S162-33 16" 24'-6" > ( I MELAMINE INTERIOR WITH Y > MELAMINE INTERIOR I FA(RAL N/3605ps OMPCEWM Li WALLS DRAWN BY: KWM W (1) ADJ. MELAMINE SHELF 8 z 0 o Y w =_ -_ _ -=_ PLASTIC LAMINATE CHECKED BY: MRT, PDK ww / z N P-LAM FACES 0 CABINET FACE o DESMATION SPACING MAX. WALL HEIGHT T SHEET: I I P-LAM FACE =I j� RUBBER BASE o 362SI25-18 16"' 12'-4" � RUBBER BASE 6" N I ATTACHED TOE-KICK " z �I 362S125-33 16" 14'-3'" m A5 . 2 m AFF, WITH RUBBER BASEQ x d oQ f WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH 2'-0" I-I 2'-0" 2'-6„ 3 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. s CABINET SECTION m 1 o CABINET SECTION m m JOB "� 2190955.08 Q 11 COUNTER SECTION a 12 WALL HEIGHT TABLE rJ 2 TYPICAL 3/4"=1'-0"' 0 5 2 ADA SINK WITH ATTACHED TOE KICK 3/4"=1'-0" I� 5.2 � WORK 305 3/4"=1'-0" OI 5 2 020 0 0 0 ALTERNATE KEYNOTES SCHEDULE OF INTERIOR FINISHES \ / O g PROVIDE SEPARATE PRICING FOR THE FOLLOWING ITEMS: DE / I I U — PL-1: VERTICAL PLASTIC LAMINATE; TBD } ! FF. PROVIDE NEW 2'X4' CEILING GRID AND TILE SYSTEM THROUGHOUT. ASSUME i ARMSTRONG, CORTEGA, SECOND LOOK. CONFIRM FINAL SPECIFICATIONS WITH PL-2: COUNTERTOP AND BACKSPLASH PLASTIC LAMINATE; TBD LANDLORD AND TENANT. RELOCATE EXISTING CEILING COMPONENTS, AS FS " REQUIRED, WHERE AFFECTED BY NEW LAYOUT. RB-1: RUBBER BASE; BUILDING STANDARD,TBD Architecture Interiors h\ GG. PROVIDE NEW BUILDING UPGRADED LITHONIA 2ALL4 2X4 LED LIGHT FIXTURES „ WITH DIMMERS THROUGHOUT. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY LVP-1: LUXURY VINYL TILE; BUILDING STANDARD, TBD Planning Engineering DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE CPT-1: CARPET TILE; BUILDING STANDARD, TBD ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION VCT-1: VINYL COMPOSITE TILE; BUILDING STANDARD, TBD Ix AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE „ h PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT P-1: (GENERAL PAINT): TBD Portland, OR FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND 503.224.9560 SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT Vancouver, WA F5 AND APPROVED BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. WALLS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING 360.695.7879 AND SHEEN AT 15%-25%AT 60 DEGREES. Seattle, WA h 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED 11 h ;( FS Client h TTh T , 0 I 0 I • sr E 1 ry 7 , 7 7 . , 77 Project A 1 LINCOLN SUITE 303 h h h Th T DECK TENANT IMPROVEMENTS 10300 SW GREENBURG RD. TIGARD, OREGON 1 ALTERNATE DEMO RCP DOOR SCHEDULE DOOR NO. ROOM NAME DOOR OPENING DOOR FR"FINISH DETAILS HARDWARE TING COMMENTS SIZE THK TYPE MAIL FINISH MAT'L GROUP PAU K G f� 301A ENTRY (PR)6'-0"X8'-3" EXIST 1 302A HUDDLE 3'-0"X8'-3" 1-3/4" FL,/V SC S HMK FF 5/A5.20 H-1 - 4 PO LAN ORE N 303A BREAK ROOM 3'-0"X8'-3" EXIST - - CONFERENCE O1 O DE CIG y 304A ROOM 3'-0"X8'-3" EXIST - 305A WORKROOM 3'-0"X8'-3" 1-3/4" FL SC S HMK FF 5/A5.20 H-1 - C MACKENZIE 2020 ALL RIGHTS RESERVED or FS 306A SERVER/IT 3'-0"X8'-3" 1-3/4" FL SC S HMK FF 5/A5.20 H-2 - 2,6 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED 308A STORAGE 3'-(YX8'-3" 1-3/4" FL Sc S HMK FF 5/A5.20 H-2 - 5 OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 309A HALL 3'-0"X8'-3" 1-3/4" FL SC S HMK FF 5/A5.20 H-3 3 ABBREVIATIONS COMMENTS HARDWARE GROUPS REVISION SCHEDULE Delta Issued As Issue Date 11 x 11 P EXIST EXISTING 1. EXISTING DOOR AT EXISTING CORRIDOR. H-1: PASSAGE LOCKSET F75 GRADE 1, FF FACTORY FINISH 2. RELOCATED LOUVERED DOOR AND FRAME, BUTTSSEALSTOPS FL FLUSH 3. NEW DOOR AT EXISTING CORRIDOR. , , FS FL/V FLUSH WITH VISION PANEL 4. RELOCATED DOOR, FRAME AND HARDWARE, IF H-2: STOREROOM/SERVER LOCKSET HMK HOLLOW METAL KNOCKDOWN FEASIBLE. PROVIDE NEW IF REQUIRED. F86 GRADE 1, S STAIN 5. RELOCATED DOOR AND FRAME, IF FEASIBLE. BUTTS, SEAL, STOPS SC SOLID CORE WOOD PROVIDE NEW IF REQUIRED. 6. (ALTERNATE) IN LIEU OF RELOCATED LOUVERED H-3: CORRIDOR DOOR, PROVIDE NEW FLUSH SOLID DOOR. LOCKSET F84 GRADE I, BUTTS, SEAL, STOP, CLOSER IL t_z__I I FS DOOR GENERAL NOTES SHEET TITLE: A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. ALTERNATE B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. DEMO AND RCP, C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. DOOR, AN D E. VERIFY DOOR HEIGHT DIMENSIONS.APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. FINISH G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE BETWEEN 36"TO 42". H. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. SCHEDULE I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: 0 EXTERIOR DOORS 8.5 LBS INTERIOR DOORS 5 LBS FIRE DOORS 15 LBS DRAWN BY: KWM ® J. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. CHECKED BY: MRT, PDK K. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE WRIST. DE L. EXIT DOORS SHALL NOT BE LESS THAN 3'-0" IN WIDTH AND 6'-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL NOT REDUCE THE SHEET: OPENING TO LESS THAN 32"CLEAR WIDTH. M. ALL GLAZING IN DOORS, ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR, AND GLAZING WITHIN 24"OF DOORS AND LESS THAN 60" FROM FINIS FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2"TEMPERED GLASS MINIMUM, UNO.) A6ml0 N. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 4 ALTERNATE REFLECTED CEILING PLAN POUNDS-FORCE. JOB No.2190955.08 PERMIT SET: 02/20/2020