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BUP2021 -00293 OFFICE CCPy OFFICE COPD SWIOCUds ER IIIIIIIIIIIHIIIIII• �• _I RECENE® _ HHS _ NOV 3 0 2021 • - • - FtA 0 CITY OF TIGARD - / BUILDING DIVISION VARIANT INVESTMENTS Architecture - Interiors m gumam Planning = Engineering TENANT IMPROVEMENT o - mom ® 9 SUITE 302 Portland, OR 503.224.9560 OFFICE COPY Vancouver, WA SITE 9 10300 GREENBURG ROAD ITY COF TIGARD, Seattle360.695.7879, WA II�0 - REVIEWED FOR CODE COMPLIANCE 206.749.9993 � �� TIGARD , OREGON OTS:v� a, www.mcknze.com -Iwo STRI,c, WIDP+a S RUCTUREUFAR PC mit#: ,[3 ��c�+ - CC) a, MACKENZIE . - �+HN H�HtTTttl�tttltht�ttr�tt+�iilH m Aaa�a DEEIDN DRIVEN 1 CLIENT FOCUSED DIIIIIIIII 1111111111111mil IIIIIIII Suite# G✓Lrs+ . E Client SW Oak SbW Date:- lam CODE SUMMARY LEGEND INDEX OF DRAWINGS 1 VICINITY MAP GENERAL S H O R E S TE I N 0,0 NOT TO SCALE EXIT EXIT ACCESS GO.01 PROJECT INFORMATION, VICINITY MAP, CODE SUMMARY PLAN AND NOTES ® EXISTING ILLUMINATED EXIT SIGN ARCHITECTURAL PROPOSED FIRE EXTINGUISHER LOCATION AO.01 INTERIOR DETAILS, ADA CLEARANCES, MOUNTING HEIGHTS, ARCHITECTURAL LEGEND, ABBREVIATIONS AND NOTES DA1.10 DEMOLITION FLOOR PLAN, PARTIAL THIRD FLOOR PLAN, REFLECTED CEILING DEMO PLAN, Project NOT IN SCOPE REFLECTED CEILING PLAN, DOOR SCHEDULE, FINISH SCHEDULE AND NOTES VARIANT ^' A5.20 DETAILS AND DOOR ELEVATIONS ACCESSIBLE MEANS OF EGRESS INVESTMENTS _. VALIDITY OF PERMIT SUITE ae2 _:3� THE ISSUANCE OF A PERMIT TENANT �1 COMMON PATH OF EGRESS TRAVEL = 68'-4" (100'-0"MAX. OL < 30) BASED ON CONSTRUCTION SCOPE OF WORK DOCUMENTS AND OTHER IMPROVEMENT — — — — — — — TRAVEL DISTANCE = 75'4" (200'4" MAX,) T PREVE'IT 1 LINCOLN THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF CIRL FROM APPROXIMATELY 1,472 SQUARE FEET ON THE THIRD FLOOR OF FIVE FLOORS TOTAL. WOF{��C�1+1 !i , _. _ `_-IIIFCTION 10300 GREENBURG RD INCLUDE DEMOLITION, NEW WALLS, DOORS, RELITES AND FINISHES. OF ERRO` " '^';.4 TIGARD, OREGON ADA IMPROVEMENTS VALUATION OF WORK = $53,000 WPOND LIG 25%VALUATION FOR UPGRADE _ $13,250 ®® ADA UPGRADE - REMOVAL OF ALL BARRIERS, UPGRADED MISC AND HARDWARE y ON DESIGN/CODE DATA � ' 0 GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE O OCCUPANCY: B CONSTRUCTION TYPE: TYPE 1-B - - TENANT AREA: APPROXIMATELY 1,472 SQUARE FEET © MACKENZIE 2021 OCCUPANCY LOAD: 10 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED 2 CODE SUMMARY PLAN 1 REQUIRED EXIT, 1 EXIT PROVIDED. OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 0.0 THIRD FLOOR - NTS BUILDING IS NOT SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. REVISION SCHEDULE Delta Issued As Issue Date PROJECT GENERAL NOTES SYMBOLS AND REFERENCES SEPARATE PERMIT 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) FIRE ALARM 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. PROJECT NORTH MECHANICAL ELECTRICAL B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. NORTH ARROW TRUE NORTH 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 WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 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 D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR DIVISION # INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL ---.-- SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. KEYNOTE01-01 SHEET TITLE E. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. NOTE # :::: CONTACTS PROJECT F. 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 INFORMATION, SPACE NAME ARCHITECT CONTRACTOR ACCESS FLOOR. OVICINITY MAP, FFIC SPACE # G. DO NOT SCALE DRAWINGS. ROOM/SPACE IDENTIFICATION 11q MACKENZIE WALEN CONSTRUCTION CODE ExIS7 FLOOR FINISH 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE H. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. P-t B-1 WALL BASE FINISH PORTLAND, OR 97214 TUALATIN, OR 97062 SUMMARY PLAN I. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD WALL FINISH CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT AND NOTES REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. TEL: 503.224.9560 TEL: 503.692.9002 101A FAX: 503.228.1285 EMAIL: DSTURDIVANT@WALENGC.COM DRAWN BY: HYH J. 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 DOOR SYMBOL NUMBER EMAIL: LCARPENTER@MCKNZE.COM CCB: 223805 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 REVISION # CHECKED BY: LJC, PDK OCCUPANCY BY TENANT. REVISION MARK LANDLORD/OWNER SHEET: K. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. SHORENSTEIN REALTY SERVICES 5335 MEADOWS ROAD, SUITE 275 L. 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 REVISION CLOUD LAKE OSWEGO, OREGON 97035 G0m01 COORDINATE WITH THE OWNER. CONTACT: ROB FABIAN TEL: 503.412.4844 EMAIL: RFABIAN@SHORENSTEIN.COM JOB NO. 2190955.39 PERMIT SET: 11/19/21 '219095539'\\GRP.MCK\PROJECTS\PROJECTS\219095539\DRAWINGS\ARCHITECTURAL\39-G0.01.DWG SW 11/18/21 14:37 1:96.00 WALL TYPES ARCHITECTURAL GENERAL NOTES A. OVERALL FLOOR PLANS ARE INTENDED TO IDENTIFY ENTIRE FLOOR AREA. SEE INDIVIDUAL AREA �___- PLANS FOR SPECIFIC DIMENSIONS, DETAILING, PARTITION TYPES, AND ADDITIONAL INFORMATION. EXISTING CONSTRUCTION TO BE DEMOLISHED .: B. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN o EXISTING WALL TO REMAIN PERFORMED (ON 11/16/2021,WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING INFORMATION ■ HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO m EXISTING 1-HOUR RATED WALL TO REMAIN FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. Architecture ■ Interiors ® EXISTING DEMISING TO REMAIN C. ALL PARTITIONS TO BE TYPE A UNLESS OTHERWISE NOTED. ROOMS ARE TO RECEIVE THE SAME Planning ■ Engineering WALL TYPE UNLESS NOTED OTHERWISE. m NEW 1-HOUR RATED WALL,SEE 7/A5.20 D. ALL WALLS ARE UNDERSIDE OF CEILING GRID UNLESS OTHERWISE NOTED. ® NEW WALL TO UNDERSIDE OF CEILING,SEE 6/A5.20 E. REFERENCE DOOR SCHEDULE FOR DOOR TYPE DESIGNATION AND ADDITIONAL INFORMATION. F. SEE CODE ANALYSIS PLANS FOR FIRE EXTINGUISHER LOCATIONS. Portland, OR ABBREVIATIONS G. EQUIPMENT BY OTHERS. CONTRACTOR TO COORDINATE WALL MOUNTED FURNITURE, INCLUDING 503.224.9560 BUT NOT LIMITED TO, PROJECTION SCREENS, WHITE BOARDS, TELEVISIONS, ETC.AND PROVIDE Vancouver,WA @ AT MIN MINIMUM NECESSARY BLOCKING AS REQUIRED. 360.695.7879 A/E ARCHITECT/ENGINEER NFPA NATIONAL FIRE PROTECTION H. CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION OF OWNER FURNISHED EQUIPMENT Seattle,WA 206.749.9993 ADA AMERICANS WITH DISABILITIES AGENCY WITH THE OWNER. ACT NIC NOT IN CONTRACT www.mcknze.com I. ALL RECITES ARE TO MATCH BUILDING STANDARD 2'-0"W, UNLESS NOTED OTHERWISE. AFF ABOVE FINISH FLOOR NTS NOT TO SCALE J. ALL DIMENSIONS TO FACE OF WALL, CENTERLINE OF COLUMN, UNLESS OTHERWISE NOTED.ALIGN MACKENZIE. ALT ALTERNATE OC ON CENTER FINISHES WHERE INDICATED. DESIGN DRIVEN I CLIENT FOCUSED BATT BATTEN INSULATION OS OCCUPANCY SENSOR K. WALL THICKNESSES ARE NOMINAL UNLESS OTHERWISE NOTED. Client E CENTERLINE OSSC OREGON STRUCTURAL SPECIALTY CPT CARPET CODE L. DIMENSIONS MARKED "CLR" ARE FROM FINISH SURFACE TO FINISH SURFACE. DIMENSIONS WITH P PAINT THIS MARK TAKE PRIORITY OVER ADJACENT DIMENSIONS. DIMENSIONS ADJACENT TO LATCH SIDE DIM DIMENSION OF DOORS INDICATE REQUIRED CLEARANCES BETWEEN CLEAR DOOR OPENING AND ADJACENT EX EXISTING RB RUBBER BASE FINISH. EA EACH S STAIN s H o R E S T E I N SAT SUSPENDED ACOUSTICAL TILE M. ALL DIMENSIONS SHOWN AS PLUS/MINUS (+/-)ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. EQ EQUAL ETC ETCETERA SC SOLID CORE WOOD N. DOORS NOT DIMENSIONED ARE TO BE LOCATED 4" FROM FACE OF WALL TO OUTSIDE EDGE OF FF FACTORY FINISH/FINISHED FACE SIM SIMILAR JAMB. TEMP TEMPERATURE/TEMPORARY O. ELECTRICAL/DATA OUTLETS SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL DRAWINGS FOR FIN FINISH(ED) ADDITIONAL INFORMATION/DESIGN-BUILD ELECTRICIAN TO CONFIRM ALL LOCATIONS AND FL FLUSH TYP TYPICAL REQUIREMENTS PRIOR TO START OF CONSTRUCTION. Project FUR FLOOR VCT VINYL COMPOSITION TILE VARIANT HMK HOLLOW METAL KNOCKDOWN VOC VOLATILE ORGANIC COMPOUNDS P. ALL ELECTRICAL OUTLETS TO MATCH BUILDING STANDARD, UNLESS NOTED OTHERWISE.Q.W/ WITH INVESTMENTS SUITE383 COORDINATE AND REFER TO MECHANICAL AND ELECTRICAL DISCIPLINES FOR SPECIFIC HVAC HEATING, VENTILATION AND AIR INFORMATION, LOCATIONS, DIMENSIONS, CONNECTIONS, AND PENETRATIONS. �- CONDITIONING TENANT LED LIGHT EMITTING DIODE R. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION. IMPROVEMENT L LIGHT FIXTURE S. ALL RATED CONSTRUCTION ASSEMBLIES EXTEND FROM FLOOR STRUCTURE TO UNDERSIDE OF 1 LINCOLN MEP MECHANICAL, ELECTRICAL, STRUCTURE AND DECKING ABOVE UNLESS OTHERWISE NOTED. 10300 GREENBURG RD PLUMBING T. PROVIDE TYPE'X' GYPSUM BOARD AT ALL FIRE RATED WALLS AND PARTITIONS. SEE CODE SUMMARY TIGARD, OREGON DRAWINGS AND FLOOR PLANS FOR SCOPE OF FIRE RATED WALLS. U. ALL PENETRATIONS AND VOIDS THROUGH FIRE-RATED ASSEMBLIES TO BE FIRE STOPPED WITH APPROVED MATERIALS. f V. PROVIDE FIRE BLOCKING AS REQUIRED. 01/'��Ln ;LI G W. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW WORK TO NEW CONDITION. y X. ALL EXISTING BUILDING ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE. ON Y. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING. F O Z. CAP ALL ABANDONED ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS REQUIRED. AA. DO NOT OVERCUT CORNERS AT NEW WALL PANEL/FLOOR SLAB OPENINGS. MACKENZIE 2021 AB. RE-USE ALL DEMOLISHED COMPONENTS (DOORS, WINDOWS, LIGHTS, ETC) WHERE POSSIBLE. © ALL RIGHTS RESERVED SERVICE OR REPAIR TO PROVIDE "LIKE NEW" OPERATION AND APPEARANCE. THESE DRAWINGS ARE THE PROPERTY OF -- -- — -- - MACKENZIE AND ARE NOT TO BE USED AC. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO OWNER FOR FUTURE USE. OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION AD. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. Z_ 18" 00 ? 1 12 REVISION SCHEDULE MIN `F � � F BOTH LATCH 1 AND CLOSER Delta Issued As Issue Date FRONT APPROACH -SWINGING DOORS Z Z = 0]¢W I 36" MIl(o to C144 x o 122 12"1"1 a m 42" MI CoQU I ANrfF �TaosERH SHEET TITLE: ` INTERIOR DETAILS, / 6" ADA CLEARANCES, MOUNTING HEIGHTS, HINGE SIDE APPROACH -SWINGING DOORS U ARCHITECTURAL LEGEND U z ABBREVIATIONS UJ �_ _ a - AND NOTES r - - - -1 U UJ F- 00 24" 1 o o 1— ~ JJ o DRAWN BY: HYH 514- o N Y o 24" I -W' \ cL`'i1 can a w IL MIN v a- m Y x w = a a cn U x m x = CHECKED BY: WC, PDK .t ro F cn In 0-1U -� -� coo SHEET: C14io -1 'n io x U) I I 00 I U M M LATCH SIDE APPROACH -SWINGING DOORS ¢ x AO O J U ? z r ACCESSIBLE DOOR CLEARANCES c �2 TYP. MOUNTING HEIGHTS o JOB NO. 2190955.39 �. 1 /4'=I'-O' p 0. PERMIT 2" 21 Q '219095539'\\GRP.MCK\PROJECTS\PROJECTS\219095539\DRAWINGS\ARC TECTURAL\39-AO.OI.DWG SW 11/18121 14:37 1:96.00 0003 LEGEND BFIqJLKL hw' - Ex157 - EXISTING CONSTRUCTION TO BE DEMOLISHED ytt� HUDDLE ■ f l 307 o EXISTING WALL TO REMAIN II CPT-1 0 �- OPEN OFFICE u --------D Architecture - Interiors P-1 e-1 ___-- g3O � EXISTING 1-HOUR RATED WALL TO REMAIN 1 Planning a, Engineering +8. -1 EXISTING DEMISING TO REMAIN ii 307A m NEW 1-HOUR RATED WALL 02-01 ii 00-01 10'-8" 9'-4" ii ———— ———— ® NEW WALL TO UNDERSIDE OF CEILING -F EXIST EXIST 304A _ 303A 302A -�-- EXISTING DUPLEX OUTLET Portland, OR 503.224.9560 $ g EXISTING COVERPLATE Vancouver, WA OFFICE OFFICE OFFICE CONFERENCE HUDDLE EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA 360.695.7879 Seattle, WA M36 PA C 08�t P°6 1 P 3 e 1 P-1 30B 1 206.749.9 933 CPT-1 cPT-1 EXISTING LIGHT SWITCH CC I NEW DUPLEX OUTLET www.mcknze.com T I p NEW VOICE/DATA ROUGH IN LOCATION OF - MACKENZIE. It -- (ALTERNATE) NEW UNDER CARPET POWER EXTENSION AND POWER MONUMENT DESIGN DRIVEN i CLIENT FOCUSED `—— 00-02 BB BF NEW BASE FEED, (1) CIRCUIT PER (4)WORKSTATIONS Client 1 DEMOLITION FLOOR PLAN 2 PARTIAL THIRD FLOOR PLAN $a= NEW LIGHT SWITCH WITH OCCUPANCY SENSOR FIRE EXTINGUISHER LOCATION 1 .1 1/8" = 1'-0" 1 .1 1/8" = V-0" DEMOLISHED 2'X4' LIGHT FIXTURE s H o R e s T I! 1 x ® L 1 NEW OR RELOCATED 2'X4' LIGHT FIXTURE. HATCH INDICATES FIXTURE ON 24-HOUR P-L I BATTERY BACK-UP: UPGRADED LED LITHONIA ENVEX LIGHT FIXTURE r� \ _ L ® EXISTING SUPPLY/RETURN VENT TO REMAIN e- HEXISTING FIRE STROBE - roje FF ® EXISTING EXIT SIGN VARIANT J S PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED THROUGH SEPARATE INVESTMENTS PERMIT SUITE 30,2 3c:I+ _ _-,� TENANT DOOR SCHEDULE IMPROVEMENT HARDWARE GROUPS 1 LINCOLN _Z/1zz 212z DOOR DOOR OPENING DOOR FRAME HARDWARE 10300 GREENBURG RD DETAILS RATING COMMENTS H-1: PASSAGE NO. SIZE THK TYPE MAIL FINISH MAIL FINISH GROUP LATCHSET. F75 GRADE 1, TIGARD, OREGON EXST 3'-0x8'4" EXISTING DOOR 1 BUTTS, SEAL, STOPS - 7 302A 3'-0x8'-4` 1-3/4" FL-R SC S HMK FF 11A/A5.20 H-1 4 303A 3'-0x8'-4" 1-3/4" FL-R SC S HMK FF 11B/A5.20 H-1 2,3 f� 304A 3'-0x8'-4" 1-3/4" FL-R SC S HMK FF 11A/A5.20 H-1 2,4BEE WPOND ; LTG EXST 3'-0x8'-4" EXISTING DOOR y 307A 3'-0x8'-4" 1-3/4" FL-R SC S HMK FF 11A/A5.20 H-1 4 ON `7 GENERAL NOTES ABBREVIATIONS � OF 0 3 REFLECTED CEILING DEMO PLAN 4 REFLECTED CEILING PLAN A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. EXST EXISTING MACKENZIE 2021 1 .1 1/8" = V-0" 1 .1 1/8' = 1'-0" C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. FF FACTORY FINISH © ALL RIGHTS RESERVED D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. FL/R FLUSH WITH ADJACENT RELITE THESE DRAWINGS ARE THE PROPERTY OF E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. HMK HOLLOW METAL KNOCKDOWN OR AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, GENERAL PLAN NOTES KEYNOTES F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. S STAIN WITHOUT PRIOR WRITTEN PERMISSION G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE SC SOLID CORE WOOD BETWEEN 36"TO 42". COMMON NOTES: H. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. REVISION SCHEDULE 00-01 FACE OF NEW WALL TO BE FLUSH WITH FACE OF EXISTING WALL. I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: A. SEE ARCHITECTURAL GENERAL NOTES ON AO.01 FOR ADDITIONAL INFORMATION. 00-02 CENTER WALL ON EXTERIOR WINDOW MULLION, SEE 8/A5.20 EXTERIOR DOORS 8.5 LBS Delta Issued As Issue Date B. SEE AO.01 FOR WALL TYPES. 00-03 INFILL WALL, TO BE FLUSH WITH ADJACENT EXISTING WALL. MATCH INTERIOR DOORS 5 LBS CONSTRUCTION TO EXISTING CORRIDOR WALL RATING AND FINISH. FIRE DOORS 15 LBS FINISH PLANS PATCH AND REPAIR FINISHES AT CORRIDOR SIDE TO MATCH EXISTING. J. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO C. REMOVE EXISTING FLOORING AND BASE THROUGHOUT. CONTRACTOR TO INSPECT FLOOR 02-01 DEMOLISH WALL TO CREATE OPENING FOR NEW DOOR AND RELITE AS LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. CONDITIONS PRIOR TO LEVELING CONCRETE, NOTIFY A/E AND OWNER OF ALL RECOMMENDED INDICATED. K. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE WRIST. IMPROVEMENTS. SKIM FLOOR AS REQUIRED TO PREP FOR NEW FLOOR COVERINGS. L. EXIT DOORS SHALL NOT BE LESS THAN 3'-0" IN WIDTH AND 6-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL D. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. 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 E. PAINT NEW AND EXISTING WALLS. LOW V.O.C. PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" AS WELL AS FINISH PRODUCTS. ALTERNATE KEYNOTES TEMPERED GLASS MINIMUM, UNO.) N. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY F. ALL WALLS TO BE PAINTED P-1 UNLESS OTHERWISE NOTED. FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING G. NEW BUILDING STANDARD CARPET TILE AND BASE , UNLESS NOTED OTHERWISE. AA FURR OUT AND PAINT WALL TO BE FLUSH WITH COLUMNS, ACROSS TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN SHEET TITLE: THE ENTIRE EAST WALL.ADJUST LOCATION OF NEW BASEFEED, WALL EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS-FORCE. DEMOLITION FLOOR H. CENTER FLOORING TRANSITIONS AT CENTER OF DOOR JAMBS, UNLESS OTHERWISE NOTED. MOUNTED DEVICES, AND OUTLETS TO ACCOMMODATE NEW WALL PLAN, PARTIAL THIRD LOCATION. 1. INSTALL CARPET INSETS AT ALL ELECTRICAL FLOOR BOX LOCATIONS, CARPET TO MATCH ADJACENT BB ALTERNATE CONFERENCE ROOM & OFFICE LAYOUT. FLOOR PLAN, FLOORING MATERIAL. CC PROVIDE POWER AND BLOCKING AT WALL FOR TENANT PROVIDED TV. COMMENTS REFLECTED CEILING CONFIRM FINAL HEIGHT WITH TENANT. DEMO PLAN, REFLECTED CEILING PLANS 1. EXISTING DOOR AT EXISTING RATED CORRIDOR DD PROVIDE THIN PROFILE, UNDER CARPET POWER EXTENSION TO REFLECTED CEILING J. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"AFF, UNLESS OTHERWISE NOTED. PROVIDE POWER AND DATA AT CENTER OF OPEN OFFICE. CONFIRM 2. NEW DOOR AND RELITE PART OF ALTERNATE SCOPE. FINAL ELECTRICAL REQUIREMENTS WITH TENANT. 3. PROVIDE 6'-0" RELITE PLAN, DOOR K. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 2/A5.20. FF LIGHTING LAYOUT IS BASED ON ALL ALTERNATES BEING ACCEPTED. 4. PROVIDE 2'-0" RELITE. SCHEDULE, FINISH L. CENTER ALL CEILING GRIDS WITHIN ROOM UNLESS OTHERWISE NOTED. REVISIONS MAY OCCUR PENDING APPROVED ALTERNATES. SCHEDULE AND NOTES M. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER DRAWN BY: HYH OF 2X2 PORTION OF 2X4 TILE, UNLESS OTHERWISE NOTED. N. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE CHECKED BY: LJC, PDK PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE SCHEDULE OF INTERIOR FINISHES SHEET: ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY RB-1: BUILDING STANDARD, TBD CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. A1m10 CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION CPT-1: BUILDING STANDARD, TBD AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. P-1: (GENERAL PAINT) BUILDING STANDARD, TBD - O. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCHJOB NO. 2190955.39 PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT EXISTING. WALLS. PERMIT SET: 11/19/21 •219095539`\\GRP.MCMPROJECTS\PROJECTS\219095539\DRAWINGS\ARCHITECTURAL\39-A7.10.DWG SW 11/18/21 14:36 1:96.00 FLOOR OR ROOF STRUCTURE * 1 LINCOLN: 2}¢" POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER SERC 2 WALL ANGLE CLIP 8" MAX. LIMITING WALL HEIGHT TABLE ADDITIONAL#12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF PERIMETER INTERIOR NON .STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT 12-0" OC EA WAY • MAIN RUNNER DESIGNATION SPACING MAX. WALL HEKdHT IAN COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB © �` 250SI25-18 24" 8'-4" — Architecture y Interiors \ 2505125-18 16" 9'-7- Planning Engineering 2 250S125-27 24" 9'-10" 2505125-18 16" 11'-3" OO 'ATTACHED 10, WALL" � ` .n 362SI25-18 24" 13'-5" a Q. 362SI25-18 16" 14'-4" Portland, OR STRUCTURE. TRAPEZE D SECURE ALL HANGERS D BLDGUCT WORK a 362S162-33 16" 16'-5" A 503.224.9560 CELjNQ EDQE AT WALL NT AND OTHER LARGE OBSTRUCTIONS A NOTE: FOR UNATTACHED WALLS PROVIDE A 3/4" GAP 362S762-43 ,6" ,8'_0" Vancouver,WA BETWEEN EDGE OF ANGLE AND CLIP -- DO NOT 360.695.7879 600S162-33 16" 24'-6" Seattle,WA i CROSS RUNNERS FIT BETWEEN MAIN RUNNERS SCREW BERC 2 CLIP TO TRACK 206.749.9993 $ INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS MAIN RUNNERS AT 4'-0"OC SUPPORT WITH#12 WIAEAT 4'-0°OC OR WITH#10 www.mcknze.com 6'-0" MAX WIREAT5'-0"OCEAWAY WITH CERAMIC TILE FACING L/360 ® 5psf LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA WAY. BEGIN TABLE MAX. LENGTH DESIGNATION SPACING MAX• WALL HEKkIlT M AC K E N Z I E . BRACING WITHIN 6-0" OF PERIMETER AND 2" FROM CROSS MEMBER IN AREAS 1/2" DIA CONDUIT (EMT) 5'-10" N DESIGN DRIVEN I CLIENT FOCUSED GREATER THAN 1,000 SF3/4" DIA CONDUIT (EMT) 7'-8" a0 362SI25-18 16" 12'-4" Client 1" DIA CONDUIT (EMT) 9'-9" cc 362SI25-33 16" 14'-3" NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND HAVE A 180# u SGL 1625125-33 MTL STUD (1-5/8"X20GA 12'-0" � 00 CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BRACING TO BACK TO BACK 162S125-33 MTL STUDS 1-518"X20GA 15'-0" W-I WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND ASTME580 SGL 2505125-33 MTL STUD 2-1/2"X20GA 13'-6" U 1 2" GYPSUM BOARD ATTACHED WITH m � / #6 SCREWS MIN. AT 12"—O" O.C. MAX. BACK TO BACK 250S125-33 MTL STUDS 2-1/2"X20GA 15'-0" ~ IS H o R E S T E I N a 2 SUSPENDED CEILING BRACING WALL HEIGHT TABLE I 5.2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1'-0"=1'-0" Z 5.2 J THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. U 33 MIL 3-1/2" METAL FIRE SAFING AT RATED STUD BRACING TO FLOOR WALLS BETWEEN FLUTES, STRUCTURE AT 8'-0" OC NO FIRE SAFING WITH (2) #8 SHEET REQUIRED AT DEMISING, VARIANT Project METAL SCREWS AT EACH v vp NON—RATED WALLS INVESTMENTSEND. BRACING TO BE v ° METAL DECK GYPSUM BOARD PARTITION PROVIDED WHERE SUITE402-304 DISTANCE BETWEEN Q SOUND ATTENUATION TENANT PERPENDICULAR I v CONTINUOUS 18 GAUGE BATT WHERE OCCURS IMPROVEMENT INTERSECTING WALLS OR METAL PLATE FASTENED HORIZONTAL BRACING5/8" TYPE 'X' TO DECK ® 2'-0" O.C., 1 LINCOLN 4 BETWEEN WALLS EXCEEDS GYPSUM BOARDz STAGGERED LINE OF SILL AS OCCURS 10300 GREENBURG RD 8'-0" OC EACH SIDE WITH :2 MIN FIREDAM SPRAY OR FIRE TIGARD, OREGON 3" SOUND ATTENUATION 1" TYPE 'S' SAFING SEALANT EACH BATT. 4'-0" CENTERED ON DRYWALL SCREWS SIDE OF TRACK ALUMINUM TRIM PIECE ^�, Q� SUSPENDED WALL WHERE NOTED. 8" O.C. AT DEFLECTION HEAD WITH "CEE" W/ 1-1/2" �D _`Cr CEILING CUT TILE FOR TIGHT FIT VERTICAL JOINTS 1/2" DEFLECTION SPACE RETURNS, FINISH TO �f AT WALLS AND 12" O.C. AT (DO NOT FASTEN STUDS MATCH WINDOW FRAMES FLOOR AND It. OR GYPSUM BOARD TO PA L D. KI LIG t6 GYPSUM BOARD CASING BEAD USG 200—A INTERMEDIATE EACH SIDE STUDS (GAUGE RUNNER) y FILE NO. WP SOUND ATTENUATION • 1200) INSULATION AS OCCURS NEOPRENE SEAL PO ND ON SOUND ATTENUATION BOTTOM TRACK TO FINISH METAL STUDS. INSULATION PER PLAN FLOOR WITH POWDER OF Q SEE 4/A5.20 FOR BOTTOM TRACK TO FINISH 20 GAUGE DRIVEN ANCHORS AT SIZE AND SPACING FLOOR WITH POWDER x3 DS METAL 4'—O" O.C. X DRIVEN ANCHORS AT STUDS ® 2'—O" BUILDING GLAZING O.C, UNLESS CONTINU ALLMRIGHTSZRESERVED IE 2021 4'-0" O.C. NOTED SEALANTOUS SYSTEM THESE DRAWINGS ARE THE PROPERTY OF i1 CONTINUOUS ACOUSTIC OTHERWISE AGAINST TRACK NO MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, SEALANT EACH SIDE SEALANT AT SIMILAR AGAINST TRACK 1/2" MAX CONDITION WITHOUT PRIOR WRITTEN PERMISSION CONCRETE SLAB o CONCRETE SLAB p s WALL — TO UNDERSIDE OF GRID 1—HOUR WALL REVISION SCHEDULE s WALL AT EXTERIOR MULLION I Delta Issued As Issue Date 5.2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" J TO DECK 3"=I'—O" 3"=1'—O" J� 5.2 � 5.2 3 10 10 NOTES: 5.20 SIM 520 SIM TIMELY FRAME, A. ALL DOORS ARE TYPICAL SOLID WOOD CORE, GYPSUM BOARD WALL AS FLUSH DOORS UNLESS OCCURS — -1 - NOTED OTHERWISE. DOUBLE STUD AT JAMB, / TEMPERED GLASS, d- TYPICAL � j � TYPCIAL SHEET DETAILS AND DOOR BUILDING STANDARD / PROVIDE CLEAR ELEVATIONS FRAME o LU SILICONE CAULKING W LU 0 \ ' DOOR PER SCHEDULE 10 ' w a 1/4" TEMPERED RELITE 5.2 J AS OCCURS, PROVIDE BUTT JOINTS, UJ 'I CHANNEL AT TOP \ TYPCIAL DRAWN BY: HYH cr AND BOTTOM 1 CHECKED BY: LJC, PDK SHEET: WALL PER PLAN SEE DOOR SEE PLAN SCHEDULE SEE DOOR PER PLAN U) LU A5m20 SCHEDULE aw A DOOR WITH (1) SIDELITE B DOOR WITH (2) BUTT SIDELITES o Ld JOB NO. (16-11111111,1, DOOR — HOLLOW METAL SIDELIGHT o r DOOR TYPES ,,2"=,'_D' 2190955.39 52 HEAD SIMILAR 3'1 05.2 PERMIT 9/21 0 '219095539'\\GRP.MCK\PROJECTS\PROJECTS\219095539\DRAWINGS\ARCHITECTURAL\39-A5.20.DWG SW 11/18/21 14:38 1:1.00