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BUP2020 -00040 J -- - T3VY LGcust 80aE1 IIII I 111111 111111_ 0 PI 11 111 11 111 © _ RECENED • STRUCTURED PAFWM • ; >414144>ifh4r5i4f+Nr4� = FEB 12 2020 ' ' """""""""' Architecture h Interiors Q SEN I RY (;qy l�G iJ¢�4RD i Planning Engineering ARCHITECTURAL LEGEND _ TENANT IMPROVEMENT = '. c:::; EXISTING CONSTRUCTION TO BE DEMOLISHED y7/wHHI�{t p �I o EXISTING WALL TO REMAIN SUITE 1050 Approved plans Portland, OR SITE shall be on job site. 503.224.9560 0 _ o EXISTING 1-HOUR RATED WALL TO REMAIN Vancouver, WA o a a 360.695.7879 T� EXISTING 2-HOUR RATED WALL TO REMAIN LINCOLN TOWER Seattle,WA } 206.749.9993 �Hi�HNNFI�p o EXISTING DEMISING TO REMAIN Ulff1TTT1iTTTT' \, .' NEW 1-HOUR RATED WALL, SEE 3/A5.20 10260 SW G R E E N B U R G RD , wwWmcknze.com m ' MACKENZIE srnucluaeoPAaKwc STRUCTURED TT® NEW WALL TO UNDERSIDE GRID, SEE Irl EXISTING DUPLEX OUTLET TIGARD , OREGON DESIGN DRIVEN 1 CLIENT FOCUSED Client SW Oak Street _ EXISTING QUADPLEX OUTLET VALIDITY OF PERMIT / / 25' sow- D� • EXISTING COVERPLATE THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION �• EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA DOCUMENTS AND OTHER 1 SITE PLAN EXISTING THERMOSTAT THE CODE OFFFIICIAL FROM S H O R E s T E T N Q,Q NOT TO SCALE FS REQUIRING THE CORRECTIO EXISTING FIRE STROBE N e OF ERRORS. OSSC 105.4 EXISTING LIGHT SWITCH INDEX OF DRAWINGS C" NEW DEDICATED OUTLET WITH GFI GENERAL GO.01 TITLE so Al� NEW DEDICATED 20AMP OUTLET ARCHITECTURAL SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES Project SENTRY 20, NEW DEDICATED 20AMP OUTLET WITH GFI A1.10 DEMOLITION PLAN AND NOTES (OFFICE Copy GFI A1.11 PARTIAL TENTH FLOOR PLAN AND NOTES SUITE 1050 2D,°� CONVERT EXISTING OUTLET TO 20AMP DEDICATED OUTLET A1.12 DEMOLITION REFLECTED CEILING PLAN AND NOTES TENANT A1.13 REFLECTED CEILING PLAN AND NOTES IMPROVEMENT NEW DEDICATED QUADRUPLEX OUTLET A1.14 ALTERNATE DEMOLITION REFLECTED CEILING PLAN AND NOTES A1.15 ALTERNATE REFLECTED CEILING PLAN AND NOTES LINCOLN TOWER p NEW VOICE/DATA ROUGH IN LOCATION A4.10 INTERIOR ELEVATIONS, SCHEDULES, INTERIOR DETAILS AND NOTES 10260 SW GREENBURG RD. ' fAl NEWFLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION A5.20 DETAILS TIGARD, OREGON NEW FLUSH FLOOR ELECTRICAL,VOICE/DATA AND AV ROUGH IN LOCATION SCOPE OF WORK EXITCODE SUMMARY LEGEND ,D ' NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF Apo �(R ® APPROXIMATELY 7,006 SQUARE FEET ON THE TENTH FLOOR OF TWELVE FLOORS TOTAL. WORK TOArIPOR A 6(_, ® — E� EXIT ACCESS INCLUDE DEMOLITION, NEW WALLS, DOORS, RELITES, CASEWORK AND FINISHES. ® NEW BASE FEED, (2) CIRCUITS ® ILLUMINATED EXIT SIGN ® I — $., NEW LIGHT SWITCH WITH OCCUPANCY SENSOR VALUATION: $180,000 00 IPROPOSED FIRE EXTINGUISHER LOCATION C� ® 4 NEW CARD READER LOCATION DESIGN/CODE DATAy DRR� RRt� � AREA OF WORK CA NEW CEILING MOUNTED SECURITY CAMERA LOCATION EGO J DIAGONAL DISTANCE = 152'-10" { } GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE JEXISTING 2X2 CEILING GRID OCCUPANCY: B DIAGONAL = 50'117 OF 0 " {--j--} CONSTRUCTION TYPE: TYPE i-B DISTANCE BETWEEN EXITS: 75'-1" EXISTING SMOKE DETECTOR TENANT AREA: APPROXIMATELY 7,006 SQUARE FEET OCCUPANCY LOAD: 71 MACKENZIE 2020 MEN 11111111 SEES COMMON PATH OF EGRESS TRAVEL = 91'-3" ©EXISTING SPEAKER ALL RIGHTS RESERVED 2 REQUIRED EXITS, 2 EXITS PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF 2 CODE SUMMARY PLAN EXISTING SPRINKLER HEAD MOR REPRODUCED N ANY MANNERED BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY 0.0 10TH FLOOR NTS WITHOUT PRIOR WRITTEN PERMISSION EXISTING EXIT SIGN GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. ® PROPOSED NEW EXIT SIGN LOCATION REVISION SCHEDULE ZEXISTING SUPPLY/RETURN VENT TO REMAIN Delta Issued As Issue Date RELOCATE EXISTING 2X4 LED LIGHT FIXTURE DEFERRED SUBMITTAL PROJECTGENE RAL NOTES EXISTING 2X4 LED LIGHT FIXTURE TO REMAIN 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) FIRE SPRINKLER 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. F:� NEW OR RELOCATED 2X4 LED LIGHT FIXTURE FIRE ALARM ® PROPOSED NEW 24 HR. 2X4 LED LIGHT FIXTURE LOCATION MECHANICAL B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. ELECTRICAL C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF 0 NEW LED CAN LIGHT FIXTURE PLUMBING EXIT ILLUMINATION WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. (ALTERNATE) NEW 12'X4" FOCAL POINT SEEM 4 LINEAR LED LIGHT FIXTURE D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR m (ALTERNATE) NEW 6'X4" FOCAL POINT SEEM 4 LINEAR LED LIGHT FIXTURE 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 BATT INSULATION CENTERED ON WALL 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 ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TITLE SHEET PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRM THROUGH SEPARATE , TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. PERMIT CONTACTS SITE PLAN, KEY F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. SYMBOLS AND REFERENCES PLAN, CODE 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 ARCHITECT CONTRACTOR SUMMARY, ACCESS FLOOR. PROJECT NORTH LEGEND AND MACKENZIE RUSSELL CONSTRUCTION H. DO NOT SCALE DRAWINGS. NORTH ARROW TRUE NORTH 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE NOTES 1. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. PORTLAND, OR 97214 TUALATIN, OR 97062 J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD FILLED ARROW CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT A TEL: 503.224.9560 TEL: 503.692.9002 DRAWN BY: KGB REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. DETAIL# INTERIOR ELEVATION FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM 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 KEY MARK 2 SHEET# EMAIL: LCARPENTER@mcknze.com CCB: 58916 CHECKED BY: MRI, PDK 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 SUB-CATEGORY SHEET: CATEGORY LANDLORD/OWNER OCCUPANCY BY TENANT. SPACE NAME J_ SHORENSTEIN REALTY SERVICES CITY OF TIGARD L. G0m01 LAKE OSWEGO, OREGON 97035L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. KEYNOTE 5335 MEADOWS ROAD, SUITE 275 REVIEWED FOR ODE COMPLIANCE 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 OFFIC SPACE # Approved: [ COORDINATE WITH THE OWNER. ROOM/SPACE IDENTIFICATION [ 114 FLOOR FIOTC: NISH CONTACT: ROB FABIAN P xlsB 1 TEL: 503.412.4844 Permit #: JOB NO. WALL BASE FINISH EMAIL: RFABIAN@SHORENSTEIN.COM ) 2190954.06 WALL FINISH Address: 0 5 rpt DOOR SYMBOL NUMBER O B';te #` DaV409 ZoZo PERMIT SET: 02/04/2020 101A By. V409 06\ RAWINGSWRCHITECTURAL\06_GO.0I.DWG KGB 02104/20 08:25 1:96.00 im Architecture IS Interiors Planning Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 • Seattle, WA GENERAL NOTES 206.749.9993 T www.mcknze.com A. REMOVE EXISTING FLOORING THROUGHOUT, PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED •• •• TO RECEIVE NEW FINISHES. SEE SHEET A4.10 FOR FINISHES. MACKENZIE . B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY DESIGN DRIVEN I CLIENT FOCUSED 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 Client 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 TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS REQUIRED. S H O R E S T E I N M> F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. N G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE T ARCHITECT/DESIGNER. H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. r Project SENTRY SUITE 1050 TENANT 6--- �7'- �,III wo as 1j I ___� . IMPROVEMENT 2�^NRI II II •• II W 20 a4P 20 wv )wP ii , F @a �N i� n —4' 8 f LINCOLN TOWER �T\ F'y n CLR. 10260 SW GREENBURG RD. (�/ TIGARD, OREGON T"SDS OS" -IF"4t +H Sao u �I T S� C LLI 5'-3"t PAU D. I T POR D EGO 0 N OF 7� © MACKENZIE 2020 s==_=_=_a=_= =_=_e=_=_==_a� �F5 F�===�__��__�=== H F�===�=��r F�===� KEYNOTES 1. ALIGN NEW WALL WITH EXISTING WALL/EDGE OF COLUMN. ■ 2. ALIGN NEW 1-HOUR FIRE RATED CORRIDOR WALL WITH EXISTING CORRIDOR WALL. MAINTAIN EXISTING FIRE RATING. PATCH AND REPAIR CORRIDOR AS REQUIRED WHERE AFFECTED BY Architecture Interiors CONSTRUCTION TO MATCH EXISTING CORRIDOR FINISHES. Planning Engineering 3. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 6/A5.20. MODIFY EXISTING WINDOW COVERINGS AS REQUIRED. 4. PROVIDE NEW BUILDING STANDARD CARPET TILE AND RUBBER COVE BASE THROUGHOUT, UNLESS NOTED OTHERWISE. 5. PROVIDE BUILDING STANDARD LVP AND RUBBER COVE BASE. Portland, OR 503.224 9560 6. PROVIDE BUILDING STANDARD VCT AND RUBBER COVE BASE. Vancouver, WA 7. PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND EXISTING 360.695.7879 WALLS. ASSUME 20%ACCENT PAINT, LOCATIONS TO BE DETERMINED BY TENANT.ASSUME LEVEL 4 Seattle, WA FINISH WITH SKIMCOAT. 206.749.9993 O 8. NEW SOLID SURFACE COUNTERTOP AND P-LAM UPPER AND LOWER CABINETRY. www.mcknze.com 9. NEW SOLID SURFACE COUNTERTOP, P-LAM UPPER AND LOWER CABINETRY, BUILDING STANDARD MACKENZIE . SINK AND PLUMBING. DESIGN DRIVEN 1 CLIENT FOCUSED 10. PROVIDE (2) COPPER WATERLINES FOR TENANT PROVIDED REFRIGERATOR AND COFFEE MACHINE WITH EMERGENCY SHUT OFF VALVE. CONFIRM FINAL LOCATION WITH TENANT. Client 11. NEW SOLID SURFACE COUNTERTOP AND P-LAM LOWER CABINETRY. 12. PROVIDE POWER, DATA AND BLOCKING FOR TENANT PROVIDED FLAT SCREEN TVS. 13. PROVIDE BLOCKING FOR TENANT PROVIDED SIGNAGE. CONFIRM FINAL LOCATION WITH TENANT. 14. NEW FULL HEIGHT FIRE TREATED PLYWOOD. CONFIRM FINAL SPECIFICATION WITH TENANT AND s H o R E s T E / N LANDLORD. 15. FUR OUT WALLS WHERE ELECTRICAL IS LOCATED AT EXISTING RATED WALLS, SEE 5/A5.20. 16. LOWER AND CONVERT EXISTING OUTLET TO 20AMP DEDICATED, IF FEASIBLE. PROVIDE NEW AS REQUIRED, 17'-11" 10'-5" 14'-5" 8'-7"t 2 17. PROVIDE CONDUIT FROM NEW FLUSH FLOOR POWER TO TENANT PROVIDED TV. ROUGH-IN Project 1001A OPEN OFFICE LOCATIONS TO BE TIED INTO WALL MOUNTED TVS. SENTRY 15 TYP. 14 19 PP PRO SUITE 1050 CP 13 GG TILE 1007 18. UPS BATTERY BACKUP SYSTEM TO BE FURNISHED AND INSTALLED BY TENANT. TENANT CR 19. PATCH AND REPAIR CORRIDOR, WHERE AFFECTED BY NEW CONSTRUCTION. FINISHES TO MATCH IMPROVEMENT LOBBY 1 4r OSSIS EXISTING CORRIDOR FINISHES. 11 6 o eo o fio o fio o e° N 1001 STORAGE QUIET SERVER CET LINCOLN TOWER CPT 7� EE TYP. ,6 g 1004 MM ,005 TILE ALTERNATE UPGRADES Q P RB 4.4,1 1003 CPT 1005 F w 10260 SW GREENBURG RD. TIGARD, OREGON VCT P RB 18 VCT 8 AA PROVIDE SEPARATE PRICING FOR THE FOLLOWING: 1 1001 P R6 1004 P RE HALL I - - 20 — — vc 1003 6 1007 "1 4 AA. IN LIEU OF BUILDING STANDARD CARPET TILE, PROVIDE NEW CARPET TILE (ALLOWANCE OF$40/SY, CPT TYP MATERIAL COST TO VENDOR) AND RUBBER BASE THROUGHOUT, UNLESS NOTED OTHERWISE. /y NFERENCE EQ EQ 8 CC 1002 PY C T P RB BB. IN LIEU OF BUILDING STANDARD LVP, PROVIDE NEW LVP (ALLOWANCE OF$9/SF, MATERIAL COST TO C 12 PPPR13 1015A CPT iv CC 1 TILE 1 1 1 VENDOR) AND RUBBER BASE. ®q I U OPEN OFFICE CC. PROVIDE TILE BACKSPLASH BETWEEN UPPER AND LOWER CABINETRY. ALLOWANCE OF$10/SF, PAU D. I 5 —$, T�. P RB j� M 66• AV/)MMI CLR. ��` 4.1 [APRB r'1 7 1 / MATERIAL COST TO VENDOR). ASSUME SCHLUTER TRIM AT EXPOSED TILE EDGE. y AV+66 FF 00 � TYP. T DD. IN LIEU OF BUILDING STANDARD SINK, PROVIDE 18 GAUGE STAINLESS STEEL SINK AND GOOSE NECK 17 HH TYP. v FAUCET (ALLOWANCE OF$750, MATERIAL COST TO VENDOR). CONFIRM FINAL SPECIFICATIONS WITH POR D AV EGO cvr 1o13A II I'— TYP.uTYP. � TENANT. DD TILE TYP. EE. PROVIDE CROWN MOLDING ON TOP OF ALL WALL CABINETS. CONFIRM FINAL SPECIFICATIONS WITH _ l GG TENANT. O� O w• +�' 1 +' 1014A 1o12A 1011A 1010A 1009 FF. PROVIDE DIMMING SWITCHES AT ALL SWITCH LOCATIONS. o�Lw Z0 CONFERENCE GG. PROVIDE BLOCKING FOR WOOD WALL SYSTEM ON ENTIRE LENGTH OF WALL. ASSUME SOELBERG, 10 9 CC EE T+164 CONFERENCE [PR PIASTRA, NATURAL WALNUT. CONTRACTOR TO PROVIDE MATERIAL AND INSTALL. © MACKENZIE 2020 ALL RIGHTS RESERVED 1013 0 1 HH. PROVIDE VINYL WALLCOVERING ON ENTIRE LENGTH AND HEIGHT OF WALL. ASSUME$12/SY THESE DRAWINGS ARE THE PROPERTY OF q 1 JJ CPT I 1 MATERIAL COST TO VENDOR). CONFIRM LOCATION WITH TENANT. MACKENZIE AND ARE NOT TO BE USED 14 H p RB OFFICE OFFICE OFFICE LL ) OR REPRODUCED IN ANY MANNER, CA CN 1012 1PRB 10NRB +66• "��N01� II. PROVIDE DECORATIVE WINDOW FILM ON ALL INTERIOR GLASS DOORS AND BUTT GLAZED PANELS. WITHOUT PRIOR WRITTEN PERMISSION 66 TYP. ASSUME 3M, FASARA GLASS FINISHES, LEISE. CONFIRM FINAL GLASS COVERAGE HEIGHT AND BREAK17 CPT cCSPECIFICATION WITH TENANT. 1014 P RB P P BB LVP REVISION SCHEDULE P RB � � 12 17 JJ. PROVIDE NEW 10'-0"WIDE X 31-0" D X 42" HIGH P-LAM ISLAND WITH SOLID SURFACE COUNTERTOP. 5 ` ` ASSUME LOWER CABINET DOORS AND DRAWERS ON NORTH SIDE ONLY. CONFIRM FINAL Delta Issued As Issue Date REQUIREMENTS WITH TENANT. KK KK. PROVIDE NEW MANUAL ROLLER SHADES AT ALL EXTERIOR WINDOWS THROUGHOUT. ASSUME - MECHOSHADE, OR SIMILAR. COLOR AND OPACITY, TBD. COORDINATE FINAL SPECIFICATIONS WITH LANDLORD AND TENANT. 3 3 3 3 LL. IN LIEU OF WALLS TO UNDERSIDE OF GRID, ALL NEW AND EXISTING WALLS TO EXTEND TO STRUCTURE. IF WALLS GO TO STRUCTURE AND ALTERNATE FOR NEW GRID AND TILE MOVES 1 PARTIAL TENTH FLOOR PLAN FORWARD, CONTRACTOR TO PROVIDE SEPARATE GRID AND TILE, CENTERED AT ALL ROOMS, CONTRACTOR TO REMOVE ALTERNATE FOR SOUND ATTENUATION BATT (SEE A1.13) HVAC TO BE 1 1/8"= -0" ADJUSTED TO ACCOMMODATE WALLS TO STRUCTURE. .1 MM. PROVIDE INDEPENDENT SUPPLEMENTAL COOLING SYSTEM. COOLING UNIT SIZE TO BE A MINIMUM GENERAL NOTES OF 1 TON/18,000 BTU. CONFIRM FINAL SPECIFICATIONS WITH LANDLORD AND TENANT. SHEET TITLE: A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. PARTIAL TENTH B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. FLOOR PLAN C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. AND NOTES D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON 01/30/2020, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAUDATA SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. DRAWN BY: KGB H. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. CHECKED BY: MRT, PDK I. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. J. ADD SOUND INSULATION IN ALL NEW WALLS. SHEET: A1 . 11 JOB NO.2190954.06 PERMIT SET: 02/04/2020 219095406\DRAWINGS\HRCHITECTURAL\06 A1.11.DWG KGB 02/04/20 08:24 1:96.00 11 Architecture Interiors Planning Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 GENERAL NOTES Seattle, WA ° 206.749,9993 www.mcknze.com A. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY ® CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE MACKENZIE . CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE DESIGN DRIVEN I CLIENT FOCUSED ISSUED. B. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. Client C. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD O REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS, D. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT, PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. E. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH s H 0 R E s T E I N EXISTING. KEYNOTES -- ° Project FS 1. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS SENTRY ® LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES.ANY VARIATIONS TO BE SUITE 1050 CONFIRMED ON SITE BY CONTRACTOR. TENANT 2. RELOCATE EXISTING LIGHT FIXTURES. PROVIDE NEW AS REQUIRED. IMPROVEMENT SD ° I IL 3. RELOCATE EXISTING CEILING COMPONENTS AS REQUIRED WHERE AFFECTED BY NEW 311 ° CONSTRUCTION AND NEW LIGHTING LAYOUT. LINCOLN T 10260 SW OWER RD. O ° TIGARD, OREGON u II II II ° II II II ° II �C II II II II II II II II II II If II II II II II II II II II II ° 2 PAU D. I Y SSD\ SSD\ SD ° C� 3 O y II II II II II III YP II II II • II II II II IIII II II II POR D EGO O Ill It C MACKENZIE 2020 O ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF u11 u X MACKENZIE AND ARE NOT TO BE USED II II OR REPRODUCED IN ANY MANNER, SD ii o o WITHOUT PRIOR WRITTEN PERMISSION JIL II II II E REVISION SCHEDULE Delta Issued As Issue Date EJ 1 DEMOLITION REFLECTED CEILING PLAN 1 .1 1/8"=V-0" SHEET TITLE: DEMOLITION REFLECTED CEILING PLAN AND NOTES DRAWN BY: KGB CHECKED BY: MRT, PDK SHEET: A1 . 12 JOB NO. 2190954.06 PERMIT SET: 02/04/2020 219095406\DRAWINGS\ARCHITECTURAL\06 A1.12.DWG KGB 02/04/20 08:23 1:96.00 im Architecture Interiors Planning Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 GENERAL NOTES Seattle, WA ° 206.749.9993 www.mcknze.com A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-11"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. MACKENZIE. ° B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING DESIGN DRIVEN I CLIENT FOCUSED ° R D PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE, Client D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY DEFERRED SUBMITTAL. Q E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION, CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO S H O R E S T E I N BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY O CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL ° CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE Project REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. SENTRY SUITE 1050 TENANT ® ® ° ° IF 1A I KEYNOTES IMPROVEMENT ° ° 1. RELOCATED OR NEW SUITE STANDARD LED LIGHT 2'X4' LIGHT FIXTURES. LINCOLN TOWER O$ ° 10260 SW GREENBURG RD. O 2. PROVIDE NEW BUILDING STANDARD LED CAN LIGHT FIXTURES. CONFIRM FINAL QUANTITY AND TIGARD, OREGON LOCATION WITH TENANT. ° ° TYD F3. PROVIDE ELECTRICAL AND INFRASTRUCTURE FOR TENANT PROVIDED CEILING MOUNTED SECURITYrz t T O Q 3 1 T OO CAMERAS. CONFIRM FINAL LOCATIONS WITH TENANT.DD. PROVIDE NEW GRILLS, LINEAR DIFFUSERS, AND RETURNS IN CEILING SYSTEM. CONFIRM FINAL C ° EE YP 4. EXISTING 2X4 LIGHT FIXTURE TO BE 24-HOUR. 2 ° PAU D. KI O O O O AA 0 ° ALTERNATE UPGRADES y • PROVIDE SEPARATE PRICING FOR THE FOLLOWING: (� POR D EGO O AA. PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES, 4'-0" CENTERED ON WALL. O O S BB. UROMTILES DI A 2X2 REVEALED EDGE, 9 16". CONFIRM SPECIFICATIONFIN AND OBTAINABLE HEIGHT WITH OF O TENANT AND LANLORD. CC. PROVIDE INDEPENDENT HVAC AND CONTROLS AT EACH ENCLOSED ROOM. CONFIRM FINAL © MACKENZIE 2020 THESE DRAWINGS ARE THE PROPERTY OF SPECIFICATIONS WITH LANDLORD. ALL RIGHTS RESERVED RES' TrI p p MACKENZIE AND ARE NOT TO BE USED SPECIFICATIONS WITH LANDLORD AND TENANT. OR REPRODUCED IN ANY MANNER, ° ® ° ° ° EE. REPLACE EXISTING SPRINKLERS WITH NEW CONCEALED SPRINKLERS IF ALTERNATE BB MOVES WITHOUT PRIOR WRITTEN PERMISSION FORWARD. DESIGN INTENT IS TO CREATE CLEAN TILE LOOK. O O ° REVISION SCHEDULE O O Delta Issued As Issue Date 41 1 REFLECTED CEILING PLAN 1 .1 1/8" V-0" SHEET TITLE: REFLECTED CEILING PLAN AND NOTES DRAWN BY: KGB CHECKED BY: MRT, PDK SHEET: Alm13 JOB NO.2190954.06 PERMIT SET: 02/04/2020 219095406\DRAWINGS\ARCHITECTURAL106 A1.13.DWG KGB 02/04/20 08:23 1:96.00 Architecture Interiors Planning Engineering Portland,OR 503.224.9560 Vancouver,WA 360.695.7879 GENERAL NOTES Seattle,WA ° 206.749.9993 www.mcknze.com I I A. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE MACKENZIE. N ° ° CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE DESIGN DRIVEN I CLIENT FOCUSED n n u n ISSUED. I B. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. Client C. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD O REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. D. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. ° E. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH S H 0 R E S T Z N N EXISTING. 5D KEYNOTES II II II I Project It F; SENTRY ® 1. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS SUITE 1050 LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE TENANT CONFIRMED ON SITE BY CONTRACTOR. ® ® N ° N N IMPROVEMENT II II II II 11 2. RELOCATE EXISTING CEILING COMPONENTS AS REQUIRED WHERE AFFECTED BY NEW CONSTRUCTION AND NEW LIGHTING LAYOUT. II II 11 II 1 II LINCOLN TOWER n n n n 10260 SW GREENBURG RD. O TIGARD, OREGON ° Li II II II N II II O ii II II 11 II 11 II II II II II II II I II `+(�,C - II II II II I II II II II II II II II II II 11 II II II II II 11 II 11 II II II 11 ° 1 2 PAU D. I Bo` ° ° ® ® s ° y II II II It II II R I. POR D EGO O II 1 II II ° n u n u II N II n u A O C MACKENZIE 2020 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF II N N II u n II II II a II II MACKENZIE AND ARE NOT TO BE USED II I I II II II II N II N II OR REPRODUCED IN ANY MANNER, II II ^ II II I II II II I II II II II II WITHOUT PRIOR WRITTEN PERMISSION n n n n N N ° 11 11 II II II II 11 II N II II II II II II II 11 II II II II II II II II 11 ° REVISION SCHEDULE Delta Issued As Issue Date LAC A ALTERNATE DEMOLITION REFLECTED CEILING PLAN ,1 1/8"=V-0" (PROVIDE SEPARATE PRICING FOR THIS SCOPE) SHEET TITLE: ALTERNATE DEMOLITION REFLECTED CEILING PLAN AND NOTES DRAWN BY: KGB CHECKED BY: MRT, PDK SHEET: A1 . 14 JOB NO.2190954.06 PERMIT SET: 02/04/2020 `219095406'C:\TEMP\ACPUBLISH-10164\06-Al.14.DWG KGB 02/04/20 08:27 1:96.00 I im Architecture - Interiors Planning > Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 GENERAL NOTES Seattle, WA ° 206.749.9993 www.mcknze.com A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-11"+ (EXISTING) AFF, UNLESS NOTED OTHERWISE. MACKENZIE. B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING DESIGN DRIVEN i CLIENT FOCUSED PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. Client D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY DEFERRED SUBMITTAL. OO E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON, F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. ° G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO s x o a e s r e N BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY O CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE Project REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. SENTRY SUITE 1050 TENANT I 11 ALTERNATE KEYNOTES IMPROVEMENT ° 1. PROVIDE NEW BUILDING STANDARD LED CAN LIGHT FIXTURES. CONFIRM FINAL QUANTITY AND LINCOLN TOWER O ° LOCATION WITH TENANT. 10260 SW GREENBURG RD. TIGARD, OREGON u S ° 2. PROVIDE ELECTRICAL AND INFRASTRUCTURE FOR TENANT PROVIDED CEILING MOUNTED SECURITY CAMERAS. CONFIRM LOCATIONS WITH TENANT. O OO 2 SO 3. PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES, 4'-0" CENTERED ON WALL. 4. PROVIDE NEW 2X2 SAT CEILING TILES AND GRID THROUGHOUT. ASSUME ARMSTRONG, TECHZONE, yp ° ULTIMA, 2X2 REVEALED EDGE, 9/16". CONFIRM FINAL SPECIFICATION AND OBTAINABLE HEIGHT WITH PAU TENANT AND LANDLORD. loll 10 O O CSS ° 5. PROVIDE NEW UPGRADED LED LIGHT FIXTURES THROUGHOUT. ASSUME FOCAL POINT, SEEM 4 LED, y CONTINUOUS LENS, RECESSED FIXTURES. CONFIRM FINAL SPECIFICATION WITH TENANT. PROVIDE �n POR D EGO O 24-HOUR FIXTURES ON EGRESS PATH AS REQUIRED BY CODE. 6. PROVIDE INDEPENDENT HVAC AND CONTROLS AT EACH ENCLOSED ROOM. CONFIRM FINAL S O O ° SPECIFICATIONS WITH LANDLORD. O� O O ° O 7. PROVIDE NEW GRILLS, LINEAR DIFFUSERS, AND RETURNS IN CEILING SYSTEM. CONFIRM FINAL 1 6 SPECIFICATIONS WITH LANDLORD AND TENANT. © MACKENZIE 2020 ALL RIGHTS RESERVED 8. REPLACE EXISTING SPRINKLERS WITH NEW CONCEALED SPRINKLERS IF ALTERNATE KEYNOTE 4 THESE DRAWINGS ARE THE PROPERTY OF O O MOVES FORWARD. DESIGN INTENT IS TO CREATE CLEAN TILE LOOK. MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, ° ° 0 0 WITHOUT PRIOR WRITTEN PERMISSION O O ° REVISION SCHEDULE OL-L O Delta Issued As Issue Date ALTERNATE REFLECTED CEILING PLAN 1 .1 1/8"=1'-0" (PROVIDE SEPARATE PRICING FOR THIS SCOPE) SHEET TITLE: ALTERNATE REFLECTED CEILING PLAN AND NOTES DRAWN BY: KGB CHECKED BY: MRT, PDK SHEET: A1 . 15 JOB NO.2190954.06 PERMIT SET: 02/04/2020 '219095406'C:\TEMP\ACPUBLISH 10164\O6 A1.15.DWG KGB 02/04/20 08:27 1:96.00 DOOR SCHEDULE NOTES: E. ALL CABINET FACES AND DOORS, PL-1 NOTES: A. FINISH ENDS, TYP F. ALL EXPOSED EDGES AT DOORS AND A. FINISH ENDS, TYP C. SHIM AS REQUIRED DOOR FRAME HARDWARE S. CONFIRM REQUIREMENTS AND SIZES SHELVING TO BE P-LAM TO MATCH B. ALL COUNTER TOPS, EDGES AND D. ALL CABINET FACES AND DOORS PL-2 DOOR NO. DOOR OPENING SIZE DETAILS GROUP RATING COMMENTS FOR ALL EQUIPMENT/APPLIANCES ADJACENT VERTICAL SURFACES THK TYPE MAIL FINISH MAIL FINISH BACKSPLASHES, SS-1 E. ALL EXPOSED EDGES AT DOORS AND SHELVING 1001A 9-01A81-6' EXISTING _ H-1 - 7 PRIOR TO CONSTRUCTION OF G. PROVIDE (2) COPPER WATERLINES FOR CABINETRY TENANT PROVIDED REFRIGERATOR AND TO BE P-LAM TO MATCH ADJACENT 10018 3'-0'X8'5' - OUR GL GL - - 8,9,10/A5.20 H-1 - 5.7 C. ALL COUNTER TOPS, EDGES, AND COFFEE MAKER WITH EMERGENCY SHUT VERTICAL SURFACES. . 1 oo3A 31-0'X8'-9' 1.3/4' FL SC S HMK FF 7/A5.20 H-2 - A BACKSPLASHES, SS-2 OFF VALVE D. SHIM AS REQUIRED 1004A 3'-MV-9' 13/4' FL SC S HMK FF 7/A5.20 H4 - A Architecture • Interiors 1005A 3'-0'X8'-9' 13/4' FL SC S HMK FF 7/A5.20 H-4 - A Planning ■ Engineering 1007A 3'-0'X8'-9' 13/4' FL SC S HMK FF 7/A5.20 H-4 20 MIN 1,7,A 12 1009A S-01X8'-9' - GUR GL GL -- - 8,9,10/A5.20 H-5 - 3 $ 1 O 4,1 1010A 3'-0'X8'-9° - GUR GL GL - - 6,9,10/A5.20 H-5 - 3 4.1 4.1 C 1011A 3'-0'X8'-9" - GU5 R GL GL - -- 8,9,10/A5.20 H - 3 1012A 3'-0•X8'-s" - GUR GL GL - - 8,9,10/A5.20 H-5 - 3 (4) EQ (6) EQ Portland, OR 1013A 3'-0•X8'-9" - GUR GL GL - - 8,9,10/A5.20 H5 - 2,8 REFRIGERATOR, NIC - - - _ - - - __ 503.224.9560 1014A 3'-0'X8'-9" -- GL/R GL GL - - 8,9,10/A5.20 H-5 - 5 INSULATED �� _ - - - - - - - - - Vancouver, WA 1015A 3'-0xa'-s" - GUR GL GL - - 8,9,10/A5.20 H-5 a EXPOSED PIPES -�`- - O I I I I I I I I I I I I 360.695.7879 PER ADA CODE o I P-LAM END PANEL Seattle, WA I 206.749.9993 COMMENTS HARDWARE GROUPS 4 N c)j ;, www.mcknze.com 1. NEW RATED BUILDING STANDARD TENANT ENTRY DOOR.PATCH AND REPAIR CORRIDOR AS H-1: MAGLOCK WITH CARD READER I o - - - - COPIER, NIC - - - REQUIRED WHERE AFFECTED BY NEW CONSTRUCTION TO MATCH EXISTING FINISHES. REQUEST TO EXIT ON TENANT SIDE I 2. NEW FULL GLAZED DOOR WITH ADJACENT 20'-9±WIDE BUTT GLAZED PANELS TO 8'-9'±AFF. COMPLY WITH OSSC SECTION 1010.1.9.9 OPEN BELOW PER ( I `v I MACKENZIE . PROVIDE BUILDING STANDARD ULHANNEL AT TOP AND BOTTOM WITH CLEAR STRUCTURAL FOR ACCESS CONTROL EGRESS DOOR, DESIGN DRIVEN 1 CLIENT FOCUSED SILICONE CAULKING AT ADJACENT GYPSUM BOARD SURFACES.PROVIDE CLEAR STRUCTURAL CONCEALED CLOSER ADA CODE 6'-3„t N 5'-0" 6'-3 SILICONE CAULKING AT BUTT SEAMS.ASSUME EQUAL PANELS.PROVIDE BRACING ABOVE AS DEADBOLT WITH THUMBTURN @ EQ CLR. EQ Client " REQUIRED.PANELS TO ALIGN WITH EXISTING SUITE DOOR HEIGHT. BOTTOM DOOR RAIL, 3'-0" 2'-9" (2) EQ 3'-1 3. NEW FULL GLAZED DOOR WITH ADJACENT 10'-9•±WIDE BUTT GLAZED PANELS TO AFF. SIGNAGE ABOVE DOOR'THESE DOORS SHALL REMAIN UNLOCKED DURING CLR. PROVIDE BUILDING STANDARD U-CHANNEL AT TOP AND BOTTOM WITH CLEAR STRUCTURAL RAL 17'-6"± SILICONE CAULKING AT ADJACENT GYPSUM BOARD SURFACES.PROVIDE CLEAR STRUCTURAL BUSINESS HOURS" VERIFY IN FIELD SILICONE CAULKING AT BUTT SEAMS.ASSUME EQUAL PANELS.PROVIDE BRACING ABOVE AS 10'-10"f U) STOREROOM LOCKSET x2: REQUIRED.PANELS TO ALIGN WITH EXISTING SUITE DOOR HEIGHT. H- F86 GRADE VERIFY V) 4. NEW FULL GLAZED DOOR WITH ADJACENT 9'-3'±WIDE BUTT GLAZED PANELS TO 8'-91±AFF. I T PROVIDE BUILDING STANDARD U-CHANNEL AT TOP AND BOTTOM WITH CLEAR STRUCTURAL 1-1/2 PAIR BUTTS Y (- SILICONE CAULKING AT ADJACENT GYPSUM BOARD SURFACES.PROVIDE CLEAR STRUCTURAL 1 STOPO S H O R E S T E 1 N SILICONE CAULKING AT BUTT SEAMS.ASSUME EQUAL PANELS.PROVIDE BRACING ABOVE AS CLOSER 3 RY ELEVATION m 4 CABINETRY ELEVATION C) REQUIRED.PANELS TO AUGN WITH EXISTING SUITE DOOR HEIGHT. > > H-3: PRIVACY LOCK WITH OCCUPANCY @ BREAK 1014 1/4"=1'-O' w @ COPY 1002 1 4"=1'-0' w 5. NEW FULL GLAZED DOOR WITH ADJACENT 2'-6"±WIDE EQUAL BUTT GLAZED PANELS ON BOTH 4.1 4.1 / INDICATOR -1 W SIDES TO 8'-9"±AFF.PROVIDE BUILDING STANDARD U-CHANNEL AT TOP AND BOTTOM WITH LOCKSET F76 W 13" CLR. CLEAR STRUCTURAL SILICONE CAULKING AT ADJACENT GYPSUM BOARD SURFACES.PROVIDE LOCK ETAIR BUTTS NOTES: F. ALL EXPOSED EDGES AT DOORS AND BRACINGGLAABOVE D DOOREQR WITH ADJACENT ALIGN WITH EXISBUTTG GLAZED P DOOR HEIGHT. 1 STOP A. FINISH ENDS, TYP SHELVING TO BE P-LAM TO MATCH U.N.O. ADJ. MELAMINE SHELVES 6. NEW FULL GLAZED DOOR WITH ADJACENT 2'-0"±WIDE BUTT GLAZED PANEL TO 8'-9'±AFF. CLOSER PROVIDE BUILDING STANDARD U-CHANNEL AT TOP AND BOTTOM WITH CLEAR STRUCTURAL B. CONFIRM REQUIREMENTS, SIZES AND ADJACENT VERTICAL SURFACES Project SILICONE CAULKING AT ADJACENT GYPSUM BOARD SURFACES.PROVIDE CLEAR STRUCTURAL H4 CARD READER VENTILATION NEEDS FOR ALL G. ASSUME (2) MELAMINE ADJUSTABLE SILICONE CAULKING AT BUTT SEAMS.ASSUME EQUAL PANELS.PROVIDE BRACING ABOVE AS _ SENTRY F86 GRADE EQUIPMENT APPLIANCES PRIOR TO SHELVES AT EACH CABINET, COLOR > REQUIRED.PANELS ALIGN WITH EXISTING SUITE DOOR HEIGHT. 1-1/2 PAIR BUTTS w PLASTIC LAMINATE FACES SUITE 1050 7. PROVIDE ELECTRICALL AND INFRASTRUCTURE FOR TENANT PROVIDEDKEVCARDACCESS CONSTRUCTION OF CABINETRY WHITE SYSTEM.CONFIRM FINAL SPECIFICATIONS WITH TENANT AND TENANTS VENDOR.MAGLOCKS 1STOP C. ALL COUNTER TOPS, EDGES, AND H. MAINTAIN ACCESS TO WALL POWER AT w TO BE PROVIDED BY TENANT WHERE REQUIRED.MODIFY FRAMES AS REQUIRED TO RECEIVE ELECTRIC STRIKE AND REQUEST TO W TENANT NEW HARDWARE. EXIT ON SIDE WITHOUT CARD READER, BACKSPLASHES, SS-3 BACK PANELS AS OCCURS L� = IMPROVEMENT 8. DOOR HARDWARE TO PROVIDE DUAL SWING. COMPLY WITH OSSC SECTION D. SHIM AS REQUIRED I. BASE AND TOE KICK TO BE 24" DEEP 1010.1.9.10 FOR ACCESS CONTROL E. ALL CABINET FACES AND DOORS, PL-3 TO ACCOMMODATE EQUIPMENT DEPTH. ALTERNATE COMMENTS EGRESS DOOR,CLOSER LINCOLN TOWER ADJUST COUNTER DEPTH AS REQUIRED. UPPER CABINETS, DEPTH 10260 SW GREENSURG RD, H-5: PASSAGE LO N PIVOTS MAY VARY AS REQ'D, SEE A. IN LIEU OF BUILDING STANDARD FINISH ON ALL SOLID CORE DOORS,PROVIDE WALNUT PUSH/PULL ON PNOTS TIGARD,OREGON VENEER FINISH.TENANT TO CONFIRM VENEER AND HARDWARE SPECIFICATIONS. CONCEALED CLOSER 1 1 > 25" P.L. TOP CASEWORK ELEVATIONS W ABBREVIATIONS W U. N.O. 4" BACKSPLASH, RETURN EXIST EXISTING 1'-5" MAX AT END WALL CONDITIONS FF FACTORY FINISH p-LAM END PANEL7 TOFAUCET GUR FULLY GLAZED DOORWBUTT CONTROLSPAU D. IGLAZED PANELSFL FLUSH 5COV,HMK HOLLOW METAL KNOCKDOWN (0 i0S STAIN UNDER COUNTER OPEN I WRAP ALL EXPOSED PIPE •sc SOLID CORE WOOD MINI FRIDGE, NIC _ _ M PER CODE ,n POR D E DOOR GENERAL NOTES 2 EQ 8" - CLR. z z o ?� OF 1. HARDWARE TO BE BRUSHED NICKEL THROUGHOUT. CLR. � � Z 7 2. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38'ABOVE THE FLOOR.PANIC HARDWARE SHALL BE BETWEEN 36"TO 42'. ].-4„� Cr 3. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE M x W WRIST. I U) Q_ C MACKENZIE 2020 4. EXIT DOORS SHALL NOT BE LESS THAN 3'4'IN WIDTH AND 6'3•IN HEIGHT.PROJECTIONS,INCLUDING PANIC HARDWARE,SHALL NOT REDUCEN -I O ALL RIGHTS RESERVED THE OPENING TO LESS THAN 32'CLEAR WIDTH. L: -0) N THESE DRAWINGS ARE THE PROPERTY OF 5. ALL GLAZING IN DOORS,ALL GLAZING LESS THAN 18'FROM FINISHED FLOOR,AND GLAZING WITHIN 24'OF DOORS AND LESS THAN 60'FROM OPEN BELOW PER MACKENZIE AND ARE NOT TO BE USED FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING.(USE 1/2'TEMPERED GLASS MINIMUM, 0] CODE Q OR REPRODUCED IN ANY MANNER, UNO.) ¢ WITHOUT PRIOR WRITTEN PERMISSION 6. HANDLES,PULLS,LATCHES,LOCKS,AND OTHER OPERATING DEVICES ON DOORS,CABINETS,PLUMBING FDRURES AND UTILITY FACILITIES UY SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING PINCHING Oc� 2'-0" Z OR TWISTING TO OPERATE,THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT,OTHER THAN EXTERIOR DOORS,SHALL BE NO GREATER 3 U) THAN 5 POUNDS-FORCE. REVISION SCHEDULE 7. COORDINATE WITH TENANT SECURITY VENDOR FOR SECURITY REQUIREMENTS. 7 CABINETRY ELEVATION s CABINET SECTION 0 I LU Delta Issued As Issue Date 4.1 @ LOBBY 1001 1/4"=1'-O" w 4.1 TYPICAL 3/4"=1'-0" m W U ,3" CLR. SCHEDULE OF INTERIOR FINISHES U.N.O. 1 •• CPT-1: BUILDING STANDARD CARPET TILE, TBD ADJ. MELAMINE SHELVES • ADJ. MELAMINE SHELVES (ALTERNATE) TBD,ALLOWANCE OF$40/SY, MATERIAL COST TO VENDOR >LIJ I- -I _J I I P-LAM FACES > _ RB-1: BUILDING STANDARD, 4"COVE,TBD w w w w LWn w LVP-1: BUILDING STANDARD LUXURY VINYL PLANK, TBD ! LSI = (ALTERNATE) TBD,ALLOWANCE OF$9/SF, MATERIAL COST TO VENDOR ! I P-LAM FACES SHEET TITLE: INTERIOR VCT-1: BUILDING STANDARD VINYL COMPOSITE TILE, TBD 4" BACK AND SIDE ELEVATIONS, > 25" SS TOP 4" SIDE SPLASH WHERE SPLASH AS OCCURS PT-1: (ALTERNATE)TBD, ALLOWANCE OF$10/SF, MATERIAL COST TO VENDOR LU OCCURS 2'-1•• SOLID SURFACE w 25" SS TO SCHEDULES, _J SOLID SURFACE SCHLUTER-1: (ALTERNATE) TBD, IF PT-1 IS USED W SS TOP COUNTERTOP AND SPLASH w COUNTERTOP AND SPLASH LSI WITH SELF EDGE LU INTERIOR SOLID SURFACE Ln DETAILS AND GROUT-1: (ALTERNATE) TBD, IF PT-1 IS USED COUNTERTOP AND SPLASH WITH SELF IN (2) ADJUSTABLE ADJ. MELAMINE SHELF NOTES WC-1: (ALTERNATE) TBD, ALLOWANCE$12/SY, MATERIAL COST TO VENDOR ELEVATION MELAMINE SHELVES, OR FILM-1: (ALTERNATE) TBD,ASSUME 3M, FASARA AS SHOWN ON ELEVATION DRAWN BY: KGB ADJ MELAMINE SHELF, NO MELAMINE INTERIOR SS-1: SOLID SURFACE COUNTERTOP AT COPY 1002,TBD w I I DRAWER OR SHELF AT LU > � - - - - CHECKED BY: MRT, PDK PLASTIC LAMINATE w Y UJ __ __ _ __ SINK LOCATION w - - -- - - � _ _ _ _ CABINET FACE w SS-2: SOLID SURFACE COUNTERTOP AT BREAK 1014,TBD UJ W It w P-LAM FACE SHEET: SS-3: SOLID SURFACE COUNTERTOP AT LOBBY 1001,TBD I I P-LAM FACE a RUBBER BASE O w PL-1: CABINET FACES AT BREAK 1014,TBD RUBBER BASE �0JJI =RUBBER BASE A4m10 PL-2: CABINET FACES AT COPY 1002, TBD 0 2 3 N 2'-0" -0 2'-O" 3 CO PL-3: CABINET FACES AT LOBBY 1001, TBD '1 P-1: (GENERAL PAINT) BUILDING STANDARD,TBD, LEVEL SKIMCOAT 1 O CABINET SECTION 11 COUNTER SECTION 2 COUNTER SECTION JOB N� 2190954.06 4.1 TYPICAL 3/4"=1'-0 Q 4.1 TYPICAL 3/4"=1'-0 Im 4 1 TYPICAL 3/4"=1'-0" PERMIT SET: 02/04/2020 P-2: (ACCENT PAINT) BUILDING STANDARD,TBD, LEVEL 4 SKIMCOAT U U 219095406\DRAWINGSVLRCHITECTURAL\06 A4.10.DWG KGB 02/04/20 10:14 1:96.00 PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. FLOOR OR ROOF STRUCTURE FIRE SAFING AT RATED 33 MIL 3-1/2" METAL POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN WALLS BETWEEN FLUTES, STUD BRACING TO FLOOR CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE NO FIRE SAFING STRUCTURE AT 8'-0" OC STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER BERC 2WALL ANGLE REQUIRED AT DEMISING, WITH (2) #8 SHEET CLIP 8" MAX. ° 4 NON-RATED WALLS METAL SCREWS AT EACH ADDITIONAL12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF ° # ° ° METAL DECK END. BRACING BE PERIMETER � � PROVIDED WHERE LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT 0 DISTANCE BETWEEN 12'-0" OC EA WAY •" MAIN RUNNER 4 CONTINUOUS 18 GAUGE . v PERPENDICULAR COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB p o METAL PLATE FASTENED INTERSECTING WALLS OR Architecture - Interiors 5/8" TYPE 'X' 1„ TO DECK ® 2'-0" O.C., HORIZONTAL BRACING 4 BETWEEN WALLS EXCEEDS g 2" • • • GYPSUM BOARD z STAGGERED Planning ■ Engineering a O EACH SIDE WITH MIN FIREDAM SPRAY OR FIRE x z I I x x 8'-0" OC °• • 1" TYPE 'S' SAFING SEALANT EACH 3" SOUND ATTENUATION OO "ATTACHED DRYWALL SCREWS SIDE OF TRACK BATT. 4'-0" CENTERED ON WALL" °• 8" O.C. AT •a VERTICAL JOINTS DEFLECTION HEAD WITH SUSPENDED : WALL WHERE NOTED. A SECURE ALL HANGERS TO BLDG a AND 12" O.C. AT 1/2" DEFLECTION SPACE CEILING CUT TILE FOR TIGHT FIT Portland, OR STRUCTURE. TRAPEZE DUCT Cg�p®� AT WALL FLOOR AND (DO NOT FASTEN STUDS AT WALLS 503.224.9560 WORK AND OTHER LARGE A OR GYPSUM BOARD TO GYPSUM BOARD Vancouver,WA NOTE: FOR UNATTACHED WALLS PROVIDE A INTERMEDIATE CASING BEAD USG 200-A >_4-AilOBSTRUCTIONS RUNNER) EACH SIDE 360.695.7879 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP STUDS (GAUGE Lt SOUND ATTENUATION CROSS RUNNERS FIT BETWEEN MAIN RUNNERS - DO NOT SCREW BERC 2 CLIP TO TRACK FILE It WP Seattle,WA $ 1200) INSULATION AS OCCURS 206.749.9993 A MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 WIRE AT 4'-0" OC BOTTOM TRACK TO FINISH SOUND ATTENUATION 6'-0" MAX OR WITH 110 WIRE AT 5'-0" OC EA WAY FLOOR WITH POWDER INSULATION PER PLAN www.mcknze.com 20 GAUGEDRIVEN ANCHORS AT METAL STUDS. LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA TABLE MAX. LENGTH x3 1/2" METAL4'-0" O.C. SEE 12/A5.20 FOR BOTTOM TRACK TO FINISH MACKENZIE . WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" FROM 112" DIA CONDUIT EMT 5'-10" STUDS @ 2'-0' SIZE AND SPACING FLOOR WITH POWDER DE810H DRIVEN CLIENTFOCUSED CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 3/4" DIA CONDUIT EMT 7'-8" x DRIVEN ANCHORS AT O.C, UNLESS CONTINUOUS ACOUSTIC 1" DIA CONDUIT EMT 9'-9" NOTED :2 4'-0" O.C. Client NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE ANDOTHERWISE SEALANT EACH SIDE HAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. SGL 162S125-33 MTL STUD 1-5 8"X20GA 12'-0" AGAINST TRACK NO 04 CONTINUOUS ACOUSTIC C 0 C 6 5- -5 OGA 15'- SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND _ _ _ 1/2" MAX SEALANT AT SIMILAR SEALANT EACH SIDE CONDITION ` AGAINST TRACK ASTME580 ISACK TO BACK 250S1 5-33 MTL SUS - G 15'-0" o CONCRETE SLABp CONCRETE SLAB SUSPENDED CEILING BRACING 3 1—HOUR WALL 4 WALL — TO UNDERSIDE OF GRID s o R E 5 T E I N rJ 2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1 -0 =1 -0 J TO DECK 3"=1'-0" AT FLOOR AND SUSPENDED CEILING 3"=1'-0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 5.2 g 5.2 3 GYPSUM BOARD WALL AS OCCURS Project SOUND ATTENUATION SENTRY GYPSUM BOARD PARTITION BATT AS OCCURS SUITE 1050 SOUND EXISTINGFACE OF WALL TO SOUND ATTENUATION BATT AS OCCURSION TENANT MATCH EXISTING BATT WHERE OCCURS AIIIMPROVEMENT GYPSUM BOARD WALL AS OCCURS LINCOLN TOWER r. r. LINE OF SILL AS OCCURS SEAL ® PERIMETER 70260 SW GREENBURG RD. EXISTING - — — TYPICAL CLEAR SILICONE TIGARD,OREGON IeORATED WALL " TEMPERED GLAZING ASSEMBLY ALUMINUM TRIM PIECE ® PDOORS & SIDELIGHTS, w "CEE" W/ 1-1/2" &DEGOOV, 1/4" MAX AIR SPACE RETURNS, FINISH TOMATCH WINDOW FRAMES DOUBLE STUD AT JAMB, BOTTOM RAIL OF FULLY TYPICAL GLAZED DOOR METAL STUDS. REFER TO MATCH BLDG STD12/A5.20 FOR SIZE AND BUILDING STANDARD SPACING NEOPRENE SEAL DOOR HARDWARE n TEMPERED GLASSFULLY GLAZED DOOR, 5/8" GYPSUM BOARD O�j' O BUILDING GLAZING 'Y .y MACKENZIE 2020 SYSTEM © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF Y GYPSUM BOARD WALL, MACKENZIE AND ARE NOT TO BE USED PER PLANS OR REPRODUCED IN ANY MANNER, �I WITHOUT PRIOR WRITTEN PERMISSION J 5 WALL — FURRING � 6 WALL AT EXTERIOR MULLION � DOOR — TIMELY FRAME s FULLY GLAZED DOOR REVISION SCHEDULE Delta Issued As Issue Date rJ 2 3"=1'-0" 3 5 2 3"=1'-0" 3 5 2 HEAD SIMILAR 3"=1'-0" o cJ 2 FRAMELESS 3"=1'-0" o L 2x2x18 GA ( X STUD WIDTH -1") w/ (2) #10 SMS EA *LINCOLN TOWER STUD SIZE: 2N" LEG TYP STEEL STUDS 16" O.C. PER SCHEDULE JAMB SCHEDULE LIMITING WALL HEIGHT TABLE U.N.O. INTERIOR NON STRUCTURAL NOWCOMPOSITE WALLS L/240 ® 5psf \ / BRACE FRAME OPENING SIZE # OF JAMB STUDS DE31CaNATiON SPACING MAX. WALL HEIGFAT 4'-0" TO 8'-0" 2 PER 4/A5.20 2505125-18 24" 8'-4" IZJ15 8'-0" TO 12'-0" 3 B CLNG --- __ __ 250S125-18 16" 9'-7" SHEET TITLE: 8'-11"t AFF #10 SMS EA SIDE ¢ v1 12'-0' TO 22'-0' 3 o � 250S125-27 24" s'—,o" DETAILS ® EA STUD 2505125-18 16" ,1'-3" SOUND ATTENUATION cn 1. JAMB STUDS TO MATCH SIZE & GAUGE OF TYP STUDS. BATT AS OCCURS A p 3625125-18 24" 13'-5" BOX HEADER PER WEB STUD PER ® Z 362S125-18 16" 14'-4" B GYP BD]LJ SCHEDULE SCHEDULE 362S162-33 16" 16'-5" 8'-9" AFF FLAT PLATE ® HEADER SCHEDULE 362S162-43 16" 18'-0" ALIGN W/ FINISHED WALL TYP #10 SMS ® SIM CONDITION ADJACENT BEYOND 12" O C MAX OPENING WIDTH HEADER SIZE TRACK SIZE 600S162-33 16" 24'-6" GLAZED DOOR " TEMPERED ® N < 6'-0" 2 362S162-43 2 362T125-43 KI NON S1TiUCTURAL WALLS DRAWN BY: GLAZING, TYP. A 6'-0" 10 " - '-0 (2) 80OS162-43 (2) 60OT125-43 WITHCERAMC TLE FACM L/360 ® 5psf BU LDI CHANNEL NG STANDARD CONT TRACK Tam w/ 1 10'-0" - 14'-0" (2) 1000S162-54 (2) 60OT125-54 CHECKED BY: LU 1/2" DEEP LEG, GAUGE 14'-0" - 22'-0" (2) 1 20051 62-6 8 (2) 600T125-68 DESIGNATION $PACING MAX WALL I IEId'« c� Lf) RESILIENT SPACER TO MATCH STUDS (43 � SHEET: a- ATTACHMENT MIL MIN) NOTES: 362SI25-18 16" 12'-4" Ld (2) #10 SMS EA SIDE 1. FOLLOW HEADER SCHEDULE PER MAX OPENING WIDTH, U.N.O. 3625125-33 16" 14'-3" m FINISHED FLOOR PLAN 2. SSEE I O/A5.20 FOR HEADER ASSEMBLY DETAILS = A5m2O SECTION A-A JAMB STUD PER SCHEDULE o C14 CUT TRACK FLANGE & x = WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I TURN DOWN 0 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. s BUTT GLAZING HD./FLR. CONDITION ,o „ _ , 2 WALL HEIGHT TABLE 3 Job N� 2190954.06 5.2 1 1/2"=1 —o 0 5.2 SIM. 1"=1'-0"0 5.2 1 1'—o"Q 5.2 PERMIT SET: 02/04/2020 0 0 '219095406'C:\TEMP\ACPUBLISH_10164\06_A5.20.DWG KGB 02/04/20 10:51 1:96.00