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Plans (13) BUP2020 -00126 • �• 1 MpV 1 g 102 O 1 111111 11111111��1� `'�(] (®� • — fl 11111'Ii1111111111111I1111111111111 _ C\� ^tl—..J\V 1`S`\�/� •'�' - '1IIIIIIII1'IIIIILII��II�III �I I I ITIITI V — F • AMOM I 111111 1111 III ICR MINING/ Architecture Interiors Planning • Engineering I VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT m® EQUIPMENT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT Portland, OR OFFICE COPY V.WNMM� O SITE REHE C NG TODE ORE CORRECTION FFICIAL FROM 503.224.9560 9 CITY OF TIGARD, ' 1 � 1� TENANTOF ERRORS. OSSC 105.4Vancouver,WA 879 r vtEWED Fox�OD COMPLIANC8 IMPROVEMENT 360attle,WA �jtL ARCHITECTURAL LEGEND 206749.9993 A pProvcd l f! I OTC: I 1 r aT✓suemaeo au qNc ? c---' EXISTING CONSTRUCTION TO BE DEMOLISHED 2 LINCOLN : SUITE 410 MACKENZIE. COM Pcrmit #: i3V Ob^1C�- 00 i$iltl._ . _ e Address: C7 Gr EXISTING WALL TO REMAIN oes,ce oaeq I cse. roauseo Suite#: SW Oak�.. DRIVENao EXISTING 1-HOUR RATED WALL TO REMAIN 10220 S W G R E E N B U R G R D . Client BY: Date: S-� _^ EXISTING 2-HOUR RATED WALL TO REMAIN TIGARD , OREGON 1 VICINITY MAP o EXISTING DEMISING TO REMAIN 0.0 NOT TO SCALE ® NEW WALL TO UNDERSIDE GRID, SEE 4/A5.20 S H O R E S T E I N EXISTING DUPLEX OUTLET EXISTING VOICE/DATA INDEX O F DRAWINGS CODE SUMMARY LEGEND EXISTING COVERPLATE GENERAL EXISTING THERMOSTAT GO.01 TITLE SHEET, CODE SUMMARY, LEGEND AND GENERAL NOTES Project EXff EXIT ACCESS FE PROPOSED NEW FIRE EXTINGUISHER LOCATION CR MINING EQUIPMENT e ARCHITECTURAL ® ILLUMINATED EXIT SIGN A1.10 PARTIAL FOURTH FLOOR PLAN, DIMENSION PLAN AND NOTES SUITE 410 EXISTING LIGHT SWITCH A1.20 PARTIAL DEMO RCP, PARTIAL REFLECTED CEILING PLAN, NOTES AND SCHEDULES TENANT FIRE EXTINGUISHER LOCATION A4.10 ENLARGED RECEPTION DESK PLAN, ELEVATIONS AND INTERIOR DETAILS NEW OUTLET A5.20 INTERIOR DETAILS IMPROVEMENT AREA OF WORK NEW DEDICATED OUTLET 2 LINCOLN • EXIT "' ' ;" I DIAGONAL DISTANCE = 106-1" SCOPE OF WORK .� NEW DEDICATED QUADRUPLEX OUTLET _ W 10220 GREENBURG RD. s DIAGONAL = 35'-1" TIGARD, OREGON � A NEW VOICE/DATA ROUGH IN LOCATION THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF I — — — DISTANCE BETWEEN EXITS:38'-B" APPROXIMATELY 4,483 SQUARE FEET ON THE FOURTH FLOOR. WORK TO INCLUDE MINOR DEMOLITION, COMMON PATH OF EGRESS TRAVEL 96'-9" NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION NEW WALLS, DOORS, RELITES AND FINISHES. = gF NEW BASE FEED, (1) CIRCUIT PER (4)WORKSTATIONS VALUATION: $81,000 $� NEW LIGHT SWITCH WITH OCCUPANCY SENSOR r_�m D, ADA SIDE APPROACH 30"X48" EXISTING 2X2 CEILING GRID DESIGN/CODE DATA • OR is EXISTING SMOKE DETECTOR GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE OCCUPANCY: B 7 Or 3 EXISTING SPRINKLER HEAD CONSTRUCTION TYPE: TYPE I-B TENANT AREA: APPROXIMATELY 4,484 SQUARE FEET EXISTING EXIT SIGN OCCUPANCY LOAD: 45 C MACKENZIE 2020 0 ALL RIGHTS RESERVED �E PROPOSED NEW EXIT SIGN LOCATION 2 REQUIRED EXITS, 2 EXITS PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED EXISTING SUPPLY/RETURN VENT TO REMAIN BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY OR REPRODUCED IN ANY MANNER, GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. WITHOUT PRIOR WRITTEN PERMISSION 2 CODE SUMMARY PLAN RELOCATE EXISTING 2X4 LIGHT FIXTURE / Q,Q FOURTH FLOOR NTS RELOCATE EXISTING 2X2 LIGHT FIXTURE REVISION SCHEDULE _- REMOVE EXISTING CAN LIGHT FIXTURE Delta Issued As Issue Date EXISTING 2X4 LIGHT FIXTURE TO REMAIN DEFERRED S U B M I TTA L PROJECT GENERAL NOTES 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) PROPOSED 24 HR. AT EXISTING 2X4 LIGHT FIXTURE MECHANICAL 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. ® NEW OR RELOCATED 2X2 LIGHT FIXTURE ELECTRICAL PLUMBING B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION,AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. ® NEW OR RELOCATED 2X4 LIGHT FIXTURE EXIT ILLUMINATION C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF ® PROPOSED NEW 24 HR. 2X4 LIGHT FIXTURE LOCATION WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRM THROUGH SEPARATE D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR PERMIT NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SHEET TITLE: E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS SYMBOLS AND REFERENCES ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TITLE SHEET, TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. PROJECT NORTH CONTACTS CODE F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. NORTH ARROW TRUE NORTH SUMMARY, 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 DARCHITECT CONTRACTOR LEGEND AND ACCESS FLOOR. FILLED ARROW q MACKENZIE RUSSELL CONSTRUCTION GENERAL H. DO NOT SCALE DRAWINGS. INTERIOR ELEVATION DETAIL# 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE NOTES KEY MARK 1 2 PORTLAND, OR 97214 TUALATIN, OR 97062 I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. SHEET# SUB-CATEGORY CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: KGB, LJC J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR CATEGORY TEL: 503.224.9560 TEL: 503.692.9002 RECYCLING/RE-USE OF DEMOLITION DEBRIS. FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM CHECKED BY: MRT, PDK /1_� EMAIL: LCarpenter@mcknze.com CCB: 58918 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 KEYNOTE 1`1/1 SPACE NAME SHEET: MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OFFIC SPACE # LANDLORD/OWNER CITY OF TIGARD ROOM/SPACE IDENTIFICATION OCCUPANCY BY TENANT. 114 FLOOR FINISH SHORENSTEIN REALTY SERVICES Approved by Planning G0m01 EXIST. L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. P-1 B-1 WALL BASE FINISH 5335 MEADOWS ROAD, SUITE 275 Date: SI Mil V 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 WALL FINISH LAKE OSWEGO, OREGON 97035 Initials: _A-L— CONTACT: ROB FABIAN ._ JOB NO. COORDINATE WITH THE OWNER. TEL: 503.412.4844 2190951 .08 DOOR SYMBOL NUMBER 1o1A EMAIL: RFABIAN@SHORENSTEIN.COM ALIGN FACE OF FINISH WITH FACE OF FINISH PERMIT SET: 05/12/2020 •219095108'\\GRP.MCK\PROJECTS\PROJECTS\219095108\DRAWINGS\ARCHITECTURAL\08-GO.OI.DWG KGB 05/12/20 13:14 1:96.00 GENERAL DEMOLITION NOTES A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED ■ TO RECEIVE NEW FINISHES. SEE SHEET A1.20 FOR FINISHES. B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY Architecture Interiors CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE Planning - Engineering ISSUED. C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD * REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS REQUIRED. Portland, OR F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. 503.224.9560 G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY Vancouver,WA COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE 360.695.7879 ;q 81DEa< ARCHITECT/DESIGNER. Seattle, WA GENERAL NOTES 206.749.9993 \ \ www.mcknze.com 9 BREAK T 1 * � A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. MACKENZIE. I O LP B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. DESIGN DRIVE. , CLIENT Focused A4.10 P VRB `�J � TTYF. J C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. Client 1 4 J 1 D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. y µ. STORAGE TYP. E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD 405 UNLESS NOTED OTHERWISE. 11 VCT B 12'-2" 5'-4" 1. 6 —5" 5 —O•• '-4"f 10'-4" 10'-4" F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN SERVER CLR. s H D R E S T E 1 IN 402 PERFORMED (ON 12/14J2017, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING INFORMATION PRBSTORAGE HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO MPR FE( T } HUDDLE HUDDLE 1 FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. 406 PP 07G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL 401A (Tj P NRB PRB INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND RECEPTION O aoSA , PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. Project 402A 403A O 406A 407A CR MINING EQUIPMENT 401 K. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. 7 P V RB ] L. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. SUITE T O 2 VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY TENANT 12 I o IMPROVEMENT I -J 2 ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 5 r y U M. ADD SOUND INSULATION IN ALL NEW WALLS. 2 LINCOLN 7 db b11 BF � N. FLOOR FINISHES TO TRANSITION AT CENTER OF DOORS, UNLESS NOTED OTHERWISE. PROVIDE 10220 GREENBURG RD. 2 N TRANSITION STRIP AS REQUIRED. TIGARD, OREGON A4.10 CONFERENC 412A 1 jP qRB KEYNOTES �fOPEN OFFICE 408 P PRB 1. ALIGN NEW WALL WITH EDGE OF EXISTING WALL OR COLUMN. ��� AU O. 2. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 5/A5.20. MODIFY EXISTING WINDOW 10 BF COVERINGS AS REQUIRED. 13 3. NEW BUILDING STANDARD FLOORING AND RUBBER BASE THROUGHOUT, UNLESS NOTED • OR +60' OTHERWISE. +60' 4. PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND EXISTING O� 4 I HALL o 12'-4" WALLS THROUGHOUT. ACCENT PAINT LOCATIONS TO BE VERIFIED WITH TENANT. OF to U 1 5. NEW FRAMED 6'-0" ± WIDE RELITE WITH BUTT GLAZED PANELS. ASSUME (2) EQUAL PANELS BETWEEN P cPr FRAMING. PROVIDE CLEAR STRUCTURAL SILICONE CAULKING WHERE GLAZING BUTTS TOGETHER. © MACKENZIE 2020 FE P RB 410A - T PROVIDE BRACING AS REQUIRED. SEE DETAIL 7/A5.20. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF 6. NEW FRAMED 8'-3"± WIDE RELITE WITH BUTT GLAZED PANELS. ASSUME (3) EQUAL PANELS BETWEEN MACKENZIE AND ARE NOT TO BE USED 13 OR REPRODUCED IN ANY MANNER, CONFERENCE i 1 FRAMING. PROVIDE CLEAR STRUCTURAL SILICONE CAULKING WHERE GLAZING BUTTS TOGETHER. WITHOUT PRIOR WRITTEN PERMISSION ° PP PRB BF I PROVIDE BRACING AS REQUIRED. SEE DETAIL 7/A5.20. +eo' 6 O 10 7. NEW RECEPTION DESK. REVISION SCHEDULE 8. NEW PANTRY CABINET. Delta Issued As Issue Date 9. NEW UPPER AND LOWER CABINETRY, BUILDING STANDARD DISHWASHER, SINK, FLOODSTOPPER AND PLUMBING. 10. PROVIDE BLOCKING AND RECESSED CABLE BOX WITH POWER/DATA FOR TENANT PROVIDED FLAT OPEN OFFICE SCREEN TV. 409 BF 11. ALIGN FLOORING TRANSITION WITH EDGE OF WALL. CPT P RB 12. PROVIDE NEW 4'x8' PHONE BOARD WITH (1) DEDICATED QUADRUPLEX OUTLET. BF 13. PROVIDE CONDUIT FROM NEW FLUSH FLOOR POWER TO TENANT PROVIDED FLAT SCREEN. ,. DECK SHEET TITLE: �. PARTIAL FOURTH FLOOR PLAN, DIMENSION PLAN PARTIAL FOURTH FLOOR PLAN z DIMENSION PLAN AND NOTES 1/8"=V-0" -0" DRAWN BY: KGB, CAK CHECKED BY: MRT, PDK SHEET: A1 . 10 JOB NO. 2190951 .08 PERMIT SET: 05/12/2020 .219095108'\\GRP.MCK\PROJECTS\PROJECTS\219095108\DRAWINGS\ARCHITECTURAL\08-A1.10.DWG KGB 05/12/20 13:14 1:96.00 DOOR SCHEDULE HARDWARE GROUPS DOOR DOOR OPENING DOOR FRAME HARDWARE NO. SIZE DETAILS GROUP RATING COMMENTS THK TYPE MAIL FINISH MAIL FINISH H-1: PASSAGE 401A T-00-T EXISTING DOOR 1 LATCHSET. F75 GRADE 1, ■ 402A 3'-08'-3' 1-3/4' FL SC S HMK FF 6/A5.20 H-2 - 2 BUTTS, SEAL, STOPS 403A 3'-003' 1314' FL SC S HMK FF 6/A5.20 H-2 - - H-2: STOREROOM/SERVER Architecture R Interiors • • • • LOCKSET, F86 GRADE 1, BUTTS, 405A 3'-0x8'3' 1314' FL SC S HMK FF 6/A5.2o H-2 SEAL, STOP Planning u Engineering 406A 3'-0x8'-3" 13/4' FL/R SC S HMK FF 7/A5.20 H-1 - 407A 3'-0x8'3" 13/4' FG SC S HMK FF 6/A520 H-1 410A 3'40x8'3• 13/4" FG SC S HMK FF 6/A520 H-1 F. • • 411A 3'-0x8'3" EXISTING DOOR 1 Portland, OR • • • 412A 3'-0x8'-3" 1-3/4" FG SC S HMK FF G/A5.20 H-1 503.224.9560 Vancouver, WA • GENERAL NOTES ABBREVIATIONS 360.695.7879 Seattle,WA A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. 206.749.9993 B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. EX EXISTING C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. FF FACTORY FINISH www.mcknze.com • • • • • • D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. FG FULL GLAZED VISION PANEL E. VERIFY DOOR HEIGHT DIMENSIONS.APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. FL FLUSH MACKENZIE• • • F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. FUR FLUSH WITH INTEGRAL RELITE DEEION DRIVEN I CLIENT FOCUSED ;- - -;- . -;-;- G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE HMK HOLLOW METAL KNOCKDOWN 6 BETWEEN 36"TO 42". S STAIN Client H. MAINTAIN MINIMUM CLEAR WIDTH AT STRIKE SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. SC SOLID CORE WOOD I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: 4 EXTERIOR DOORS 8.5 LBS - INTERIOR DOORS 5 LBS I • • jg( • • • • • • • FIRE DOORS 15 LBS 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. s H o R E s 7 E \ N K. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR -;_:- _:_;- TWISTING OF THE WRIST. 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 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 FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" Project • TEMPERED GLASS MINIMUM, UNO.) CR MINING EQUIPMENT 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 SUITE 410 TIGHT GRASPING PINCHING OR TWISTING TO OPERATE,THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN TENANT • • EXTERIOR DOORS, SHALL BE NO GREATER THAN 5POUNDS-FORCE. IMPROVEMENT COMMENTS 2 LINCOLN 10220 GREENBURG RD. 1. EXISTING DOOR AT EXISTING RATED CORRIDOR TIGARD, OREGON 2. PROVIDE BUILDING STANDARD LOCKING, LOUVERED DOOR. • , • SCHEDULE OF INTERIOR FINISHES ��� �C� • � � A- 3 P L KI N f� PL-1: (PLASTIC LAMINATE CABINET FACES) BUILDING STANDARD; COLOR TBD PL-2: (PLASTIC LAMINATE COUNTERTOP) BUILDING STANDARD; COLOR TBD • • • • • PL-3: (PLASTIC LAMINATE RECEPTION DESK FACES) BUILDING STANDARD; COLOR TBD 0 REG • ® • • ® • PL-4: (PLASTIC LAMINATE RECEPTION DESK COUNTERTOP) BUILDING STANDARD; COLOR TBD O OF RB-1: (RUBBER BASE) BUILDING STANDARD; COLOR TBD • • 2020 VCT-1: (VINYL COMPOSITION TILE BUILDING STANDARD; COLOR TBD © MACKENZIESER (V ) ALL RIGHTS RESERVED • • • • THESE DRAWINGS ARE THE PROPERTY OF iL LVP-1: (LUXURY VINYL PLANK) BUILDING STANDARD; COLOR TBD MACKENZIE AND ARE NOT TO BE USED Pr V OR REPRODUCED IN ANY MANNER, 3 CPT-1: (CARPET TILE) BUILDING STANDARD; COLOR TBD WITHOUT PRIOR WRITTEN PERMISSION TY1 ® ® P-1: (GENERAL PAINT) BUILDING STANDARD; COLOR TBD REVISION SCHEDULE P-2: (ACCENT PAINT) BUILDING STANDARD; COLOR TBD Delta Issued As Issue Date • • ® • • • • P-3: (ACCENT PAINT) BUILDING STANDARD; COLOR TBD P-4: (ACCENT PAINT) BUILDING STANDARD; COLOR TBD #�z PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT 11 -Ji WALLS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. PARTIAL DEMO RCP 2 PARTIAL REFLECTED CEILING PLAN 1 `Z 1/8"=1'-0" 1 ,� 1/8"=1'-0" SHEET TITLE: PARTIAL DEMO RCP, PARTIAL GENERAL NOTES KEYNOTES REFLECTED A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-7"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. 1. DEMO AND RELOCATE EXISTING EQUIPMENT AND MECHANICAL. CEILING PLAN, B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 2/A5.20. 2. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS NOTE AND C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF TILE, UNLESS NOTED OTHERWISE. LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE SCHEDULES D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY 3. RELOCATE EXISTING LIGHT FIXTURES, IF FEASIBLE. PROVIDE NEW SUITE STANDARD LIGHT FIXTURES, DEFERRED SUBMITTAL. IF REQUIRED. DRAWN BY: CAK, LJC E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. 4. PROVIDE BUILDING STANDARD HIGH LIMIT EXHAUST FAN. CHECKED BY: MRT, PDK F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH 5. EXISTING LIGHT FIXTURE TO BE 24 HOUR. EXISTING. SHEET: G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO 6. CONFIRM EXISTING LIGHT PLACEMENT DOES NOT INTERFERE WITH NEW WALL LOCATION, RELOCATE BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE IF REQUIRED. ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR Al ■2 TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE 0 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 SUBMITTAL. JOB NO. H. PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES, 4'-0" CENTERED ON WALL, AT ALL NEW 2190951 .08 AND EXISTING CONFERENCE ROOM WALLS. PERMIT SET: 05/12/2020 `219095108'\\GRP.MCK\PROJECTS\PROJECTS\219095108\DRAWINGS\ARCHITECTURAL\08-A1.20.DWG KGB 05/12/20 13:14 1:96.00 NOTES: C. ALL COUNTERTOPS AND EDGES, PL-4 F. ALL EXPOSED EDGES AT DOORS AND SHELVING TO A. FINISH ENDS, TYP D. SHIM AS REQUIRED BE P—LAM TO MATCH ADJACENT VERTICAL B. CONFIRM REQUIREMENTS AND SIZES FOR ALL E. ALL CABINET FACES AND DRAWERS, PL-3 SURFACES EQUIPMENT/APPLIANCES PRIOR TO CONSTRUCTION OF CABINETRY ■ Architecture ■ Interiors 3 Planning ■ Engineering 4.1 A P-LAM P-LAM COUNTERTOP, 7'-11"t PL-4, W/ SELF EDGE P-LAM COUNTERTOP, BOX/BOX/FILE PL-4, W/ SELF EDGE V.I.F. PEDESTAL 7 $ 6 Portland,OR 4.1 4.1 4.1 503.224.9560 - - - 1 A P-LAM Vancouver, WA / o BOX/BOX/FILE 360.695.7879 / I PEDESTAL, PL-3 Seattle, WA I // N 206.749.9993 -H www.mcknze.com M � c fP-1 � J o MACKENZIE. B 4.1 O P-1 �O T P-1 0 3 DESIGN DRIVEN 1 CLIENT FOCUSED I N N N Client 2'-6" 0 — U) RUBBER RUBBER V) A. SOUTH ELEVATION BASE, RB-1 B. EAST ELEVATION C. NORTH ELEVATION BASE, RB-1 I > 2 ENLARGED DESK PLAN a 3 ELEVATION — RECEPTION DESK LLJ S H o R E ST E I N I 4.1 ® RECEPTION 401 112"=V-0--0" w 4.1 1/2 =1 -0 w a o Project CR MINING EQUIPMENT SUITE 410 TENANT IMPROVEMENT PAINT GRADE MDF WALL, FINISH PAINT WALL PER PLAN 2 LINCOLN 10220 GREENBURG RD. P-LAM COUNTER TOP P-LAM COUNTER TOP TIGARD, OREGON W/SELF EDGE " BLACK REVEAL, TYP WITH SELF EDGE Ake MELAMINE INTERIOR BOX, BOX, FILE P-LAM COUNTER TOP PEDESTAL, PROVIDE W/ SELF EDGE ~ P L KI N 1ID HARDWARE FOR PENDAFLEX SUSPENDED z SUPPORT BRACKET - *� FILING SYSTEM. CONFIRM ELECTRICAL CHASE, TYP SUPPORT BRACKET a LEGAL OR LETTER FILE a _ 0 EG t? REQ. W/ TENANT w d PAINT GRADE MDF WALL, W w o w N FINISH PAINT w Ojr I j1 U) U) w RUBBER BASE LU) BASE, PER PLAN w MACKENZIE 2020 J ALL RIGHTS RESERSER VED it RUBBER BASE z THESE DRAWINGS ARE THE PROPERTY OF Q MACKENZIE AND ARE NOT TO BE USED Cr OR REPRODUCED IN ANY MANNER, V) I W WITHOUT PRIOR WRITTEN PERMISSION W Q U 0 W O O]3 Q D: s RECEPTION DESK SECTION I I REVISION SCHEDULE 7 RECEPTION DESK SECTION s RECEPTION DESK SECTION w ~ Delta Issued As Issue Date 4.1 1"=1'-0" w 4.1 1"=1'-0" w 4.1 @ LOCATION 3/4"=1'-0" o � � U NOT 13" CLR. 13" CLR. A. FINISH ENDS, TYP E. SHIM AS REQUIRED U.N.O. U.N.O. (2) ADJUSTABLE B. CONFIRM REQUIREMENTS AND SIZES F. ALL CABINET FACES AND DOORS, PL-1 ADJ. MELAMINE SHELVES MELAMINE SHELVES, FOR ALL EQUIPMENT/APPLIANCES G. ALL EXPOSED EDGES AT DOORS AND TYPCIAL PRIOR TO CONSTRUCTION OF SHELVING TO BE P-LAM TO MATCH ADJACENT I I > CABINETRY VERTICAL SURFACES. > - UJ ; PLASTIC LAMINATE FACES C. ALL COUNTER TOPS, EDGES AND H. PROVIDE WATERLINES FOR TENANT PROVIDED w I I P-LAM FACES w BACKSPLASHES, PL-2 COFFEE MAKER AND REFRIGERATOR. CONFIRM LU w _ _ D. CONTRACTOR TO PROVIDE DEDICATED FINAL LOCATIONS WITH TENANT. LU I= =I OUTLET FOR BLACK GE I. PROVIDE (5) ADJUSTABLE HEAVY DUTY #GDT225SGLBB ADA DISHWASHER MELAMINE SHELVES AT PANTRY. I (5) ADJ. HEAVY DUTY SHEET TITLE: MELAMINE SHELVES ENLARGED > 25" P.L. TOP > 25" P.L. TOP 4" SIDE SPLASH WHERE -i PLASTIC LAMINATE RECEPTION 11 10 12 w w U.N. 4.1 4.1 4.1 UJ OCCURS w COUNTER AND 4" DESK PLAN C� (11) EQ w vwi 1'- MAX SPLABACKSH PER SIDE > ELEVATIONS w SPLASH PER ELEVATION w (5) ADJ. P-LAM COUNTER TOP AND 0 FAUCET w - - - - _ SHELVES SPLASH WITH SELF EDGE CONTROLS w AND INTERIOR F- - - � _ _ _ _ _ DRAWER AS OCCURS IN in WRAP ALL EXPOSED PIPE P-LAM FACES DETAILS I ELEVATION PER CODE o *AATOR PUC CAK I INSULATE > I I ADJ MELAMINE SHELF, NO cv EXPOSED w 8" _ _ _ DRAWER OR SHELF AT Z U o CHECKED BY: MRT, PDK PIPESIt, PERADA w - - _ SINK LOCATION z P-LAM FACES - - - - / CODE w 1 o /LU N SHEET: iy cv U _________ P-LAM FACE w M PROVIDE a I .1 o CO 3'-4" (3) EQ. 2'-p" 2'-g" (2) EQ. 2'-O" DISHWASHER I I RUBBER BASE j 6" N N OPEN BELOW j CLR. OPEN BELOW w RUBBER BASE Y A4ml 0 15'-10" PER ADA 3 REQUIREMENTS a 2'-0" 0 2'-0" a 2'-0" 3 la- s CABINETRY ELEVATION m 1 o CABINET SECTION W 11 CABINET SECTION 12 CABINET SECTION JOB N� 2190951 .08 W 4.1 @ BREAK 404 1/4"=I'-O" w 4 1 TYPICAL 3/4"=V-0" 02 4.1 ADA SINK 3/4"=l'-O" Q 4 1 TYPICAL 20 W U U '219095108'\\GRP.MCK\PROJECTS\PROJECTS\2190951080RAWINGS\ARC CTURAL\08-A4.tO.DWG KGB 05/12/20 13:10 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT 33 MIL 3-1/2" METAL WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS BERC 2 8" MAX. STUD BRACING TO FLOOR DIRECTLY TO WALL FRAMING CLIP STRUCTURE AT 8'-0" OC WITH (2) #8 SHEET o METAL SCREWS AT EACH ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS END. BRACING TO BE WITHIN 8" OF PERIMETER PROVIDED WHERE IAN LATERAL BRACING WITH APPROVED VERTICAL ® m DISTANCE BETWEEN COMPRESSION STRUT AT 12'-0" OC EA WAYA �„ PERPENDICULAR F;;�, COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB 2 INTERSECTING WALLS OR Architecture ■ Interiors 40 HORIZONTAL BRACING Engineering piannin ■ BETWEEN WALLS EXCEEDS 9 g eering "ATTACHED °q ° 4 8'-0" OC WALL" ° ,a 3" SOUND ATTENUATION OOa BATT. 4'-0" CENTERED ON A CEI MGE AT WALL SUSPENDED WALL WHERE NOTED. NOTE: FOR UNATTACHED WALLS PROVIDE A CEILINGCUT TILE FOR TIGHT FIT Portland, OR A 503.224.9560 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP AT WALLS -- DO NOT SCREW BERC 2 CLIP TO TRACK GYPSUM BOARD CASING BEAD USG 200-A Vancouver, WA -A EACH SIDE 360.695.7879 CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE MAX. LENGTH Seattle, WA $' 112" 206.749.9993 MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 " DIA CONDUIT (EMT) 5'-10" SOUND ATTENUATION A WIRE AT 4'-0. OC OR WITH #10 WIRE AT 5'-0' OC EA WAY 3 4" DIA CONDUIT EMT 7'-8"' 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. EA WAY. BEGIN BRACING WITHIN 6'-0' OF PERIMETER AND 2" - 12'-0" SEE 12/A5.20 FOR BOTTOM TRACK TO FINISH M AC K E N Z I E. FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 1-5/8'"x2OGA SIZE AND SPACING FLOOR WITH POWDER DESIGN DRIVEN I CLIENT FOCUSED NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 1625125-33 15'-0' xa DRIVEN ANCHORS AT APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5 8"x2OGA 4'-0" 0.C. Client WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 2505125-33 MTL STUD 13'-6'" N CONTINUOUS ACOUSTIC BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND TRAPEZE DUCT WORK AND 2-1 2"x20GA SEALANT EACH SIDE OTHER LARGE BACK TO BACK 250S125-33 ` AGAINST TRACK ASTME580 OBSTRUCTIONS 15'-0" MTL STUDS (2-1/2"x20GA) o CONCRETE SLAB o 2 SUSPENDED CEILING BRACING 4 WALL — TO UNDERSIDE OF GRID IS N o R G S T ■ , N rJ 2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z 5 2 AT FLOOR AND SUSPENDED CEILING 3"=1'—O" a THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 3 Project GYPSUM BOARD WALL AS CR MINING EQUIPMENT GYPSUM BOARD PARTITION OCCURS SUITE 410 SOUND ATTENUATION SOUND ATTENUATION - -- - - - DOUBLE STUD AT JAMB, TENANT BATT WHERE OCCURS BATT AS OCCURS TYPICAL IMPROVEMENT GYPSUM BOARD WALL AS OCCURS 2 LINCOLN LINE OF SILL AS OCCURS 10220 GREENBURG RD. TIGARD, OREGON MATCH BUILDING /y ALUMINUM TRIM PIECE DOUBLE STUD AT JAMB, STANDARD c`l "CEE" W/ 1-1/2" TYPICAL 1 RETURNS, FINISH TO ��y' MATCH WINDOW FRAMES ~� P L KI N MATCH BUILDING STANDARD W a 1/4" TEMPERED RELITE NEOPRENE SEAL J a AS OCCURS, PROVIDE e0 EG W� w "C" CHANNEL AT TOP LJ AND BOTTOM BUILDING GLAZING 2020 SYSTEM WALL PER PLAN © MAE ALL RIGGHTSHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF y MACKENZIE AND ARE NOT TO BE USED Z OR REPRODUCED IN ANY MANNER, 2I = WITHOUT PRIOR WRITTEN PERMISSION } J J J W W 5 WALL AT EXTERIOR MULLION s DOOR — BUILDING STANDARD DOOR — FRAMED SIDELIGHT o REVISION SCHEDULE I Della Issued As Issue Date 5 2 3"=1'-0" 3 5 2 HEAD SIMILAR 3"=1'-0" 0 5 2 HEAD SIMILAR 3"=1'-0" o * 2 LINCOLN STUD SIZE: 2X" LIMITING WALL HEIGHT TABLE N11SilM NON STRUCTUFIAL WALLS L/240 ® 5psf DESIGNATION SPACM MAX. WALL FIEKaHT 250S125-18 24" 8'-4" 250S125-18 16" 9'-7" SHEET TITLE: 250S125-27 24" 9'-10" INTERIOR 2505125-18 16" 11'-3" DETAILS 362S125-18 24" 13'-5" 362S125-18 16" 14'-4" 362S162-33 16" 16'-5" 3625162-43 16" 18'-0" 600SI62-33 16" 24'-6" INTERIOR NON STRUCTURAL WALLS DRAWN BY: CAK WITH CERAMIC TILE FACING L/360 @ 5psf CHECKED BY: MRT, PDK DESIl3lNATIION SPACM MAX. WALL FE0-IT SHEET: 3625125-18 16" 12'-4" U) 362S125-33 16" 14'-3" J A5 . 20 m WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. _ I 2 WALL HEIGHT TABLE 3 Job No. 2190951 .08 5.2 020 '219095108.\\GRP.MCK\PROJECTS\PROJECTS\219095108\DRAWINGS\ARCHITECTURAL\08-A5.20.DWG KGB 05/12/20 13:10 1:96.00