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Plans (19) BUP2020 -00188 or-FICC, LOpY OFFICE COPY RECEIVED o •• i I AUG 12 2020 �� = I+fNtiHHHHHHHfHHHH - ®, carr OF TIGARD • �_ = BUILDING DIVISION STRUCTUPAIINOW %4t{h 0 - Architecture N Interiors o GUILD MORTGAGE u Planning s Engineering SITE CODE SUMMARY LEGEND TENANT IMPROVEMENT vAels°uTM�oPERMIT aem PERMIT BASED ON CONSTRUCTION LINCOLN TOWER . SUITE 900 Portland, 60 O EXIT EXIT ACCESS DATA NOT PREVENT 50 Portland, OR ° u I, (I ILLUMINATED EXIT SIGN THE CODE OFFICIAL FROM Vancouver, WA 1@2m C REIRING THE CORRECTION 3FIRE EXTINGUISHER LOCATION OFRRORS. O C S10260 SW GREENBURG RD . Seattle, WA ® AREA OF WORK 206.749.9993 TIGARD , OREGON WWW.mcknze.com srRudti�b�� smucnNeo v NOT IN SCOPE MACKENZIE. -- SW Oak — DIAGONAL DISTANCE: SUITE 900A = 162'-4"'SUITE 900B = 115`1" PROJECT LEGEND INDEX OF DRAWINGS DESIGN DRIVEN I CLIENT FOCUSED D 3 DIAGONAL: SUITE 900A = 54'-1"/SUITE 900B = 38'-4" Client 21 W , c==== GENERAL DISTANCE BETWEEN EXITS: SUITE 900A = 75'-7"!SUITE 9006 = 39'-6" EXISTING CONSTRUCTION TO BE DEMOLISHED G0.01 TITLE SHEET, CODE SUMMARY, LEGEND, GENERAL NOTES AND KEY PLAN VICINITY MAP COMMON PATH OF EGRESS TRAVEL: SUITE 900A = 98'-6"/SUITE 900B = 88'-8" o EXISTING WALL TO REMAIN ARCHITECTURAL A1.10 DEMOLITION PLAN AND NOTES 0,0 NOT TO SCALE o EXISTING 1-HOUR RATED WALL TO REMAIN A1.11 PARTIAL NINTH FLOOR AND NOTES S H 0 R E S T E I N SUITE 900A SUITE 9008 A1.12 REFLECTED CEILING PLAN AND NOTES EXISTING 2-HOUR RATED WALL TO REMAIN A4.10 INTERIOR ELEVATIONS AND ENLARGED PLAN A4.11 INTERIOR DETAILS ® EXISTING DEMISING TO REMAIN A5.20 DETAILS AND SCHEDULES o NEW 1-HOUR RATED WALL, SEE 6/A5.20 SCOPE OF WORK ® NEW DEMISING WALL, SEE 7/1 THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF Project ® ® ® ® NEW WALL TO UNDERSIDE OF CEILING, SEE 4/A5.20 APPROXIMATELY 14,866 SQUARE FEET ON THE NINTH FLOOR OF TWELVE FLOORS TOTAL. WORK TO GUILD MORTGAGE ' INCLUDE DEMOLITION, NEW WALLS, DOORS, RELITES, CASEWORK AND FINISHES. SUITE 900® NEW FURRING WALL, SEE 11/A5.20 VALUATION: $93,000 TENANT EXISTING DUPLEX OUTLET DESIGN/CODE DATA IMPROVEMENT EXISTING QUADPLEX OUTLET AREA OF WORK GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE LINCOLN TOWER . I �p EXISTING DATA/PHONE ROUGH IN LOCATION OCCUPANCY: B 10260 SW GREENBURG RD. ® CONSTRUCTION TYPE: TYPE I-B TIGARD, OREGON 97223 EXISTING COVERPLATE TENANT AREA: APPROXIMATELY 14,866 SQUARE FEET TOTAL EXIT SUITE 900A = 8,657 SQUARE FEET O - EXR EXIT ® EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA SUITE 9006 = 6 209 SQUARE FEET - Q 40D Ake EXISTING BASE FEED l ° OCCUPANCY LOAD: SUITE 900A = 58 IEXISTING THERMOSTAT SUITE 9008 = 42 fD. 1EXISTING LIGHT SWITCH SUITE 900A = 2 REQUIRED EXITS, 2 EXITS PROVIDED SUITE 9008 = 2 REQUIRED EXITS, 2 EXITS PROVIDED.® FEXISTING FIRE EXTINGUISHER 'PORTLA EXISTING FIRE STROBE BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCYFS GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. T NEW DUPLEX OUTLET O� Og. ti MACKENZIE 2020 NEW DEDICATED OUTLET DEFERRED SUBMITTAL C NEW DEDICATED QUADRUPLEX OUTLET 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) ALL RIGHTS RESERVED FIRE SPRINKLER THESE DRAWINGS ARE THE PROPERTY OF NEW VOICE/DATA ROUGH IN LOCATION MACKENZIE AND ARE NOT TO BE USED FIRE ALARM OR REPRODUCED IN ANY MANNER, 2 KEY PLAN SUITE 900A NOT IN SCOPE SUITE 9008 NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION MECHANICAL WITHOUT PRIOR WRITTEN PERMISSION ELECTRICAL NEW BASE FEED, 1 ( ) 0,0 9TH FLOOR NTS gF ( ) CIRCUIT PER 4 WORKSTATIONS PLUMBING REVISION SCHEDULE PROJECT GENE RAL NOTES BF NEW BASE FEED, (2) CIRCUITS Delta Issued As Issue Date NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. $D, NEW LIGHT SWITCH WITH OCCUPANCY SENSOR THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT 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. INTENDED TO REPRESENT FINAUCODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. EXISTING CEILING GRID ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF ® pr ® EXISTING LIGHT FIXTURES CONTACTS WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. Q EXISTING CAN LIGHT D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR EXISTING PENDANT LIGHT ARCHITECT CONTRACTOR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. EXISTING SUPPLY/RETURN VENTS MACKENZIE RUSSELL CONSTRUCTION 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS ® EXISTING EXIT SIGN PORTLAND, OR 97214 TUALATIN, OR 97062 TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. d, DEMOLISH OR RELOCATE EXISTING EXIT SIGN CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT SHEET TITLE: TEL: 503.224.9560 TEL: 503.692.9002 TITLE SHEET F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. , CODE NEW CEILING GRID AND TILE FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM 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 EMAIL: LCarpenter@mcknze.com CCB: 58918 SUMMARY, ACCESS FLOOR. ® NEW/RELOCATED LIGHT FIXTURE LANDLORD/OWNER OFFICE COPS' LEGEND, GENERAL ® NEW OR RELOCATED EXIT SIGN SHORENSTEIN REALTY SERVICES CITY OF TI(,ARP„ NOTES, KEY PLAN H. DO NOT SCALE DRAWINGS. PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED BY ELECTRICAL 5335 MEADOWS ROAD, SUITE 275 REVIEWED FOR CODE CODIYLIANCELAKE OSWEGO, OREGON 97035 I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. ENGINEER THROUGH SEPARATE PERMIT Approved: -[,i ] J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD CONTACT: ROB FABIAN OTC: I ] REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. TEL: 503.412.4844 Permit #: 2 na n Q —C)n ] EMAIL: RFABIAN@SHORENSTEIN.COM DRAWN BY: KGB Address: n� ply 1"o vim✓ l Ool�O ,- 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 SYMBOLS AND REFERENCES Suite #: p _ p 6HECKED BY: MRT, 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 By: Date: 7 ) -20 SHEET: OCCUPANCY BY TENANT. PROJECT NORTH KEYNOTE L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. 0 SPACE NAME 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 NORTH ARROW TRUE NORTH ROOM/SPACE IDENTIFICATION OFFIC SPACE # G0m01 114 COORDINATE WITH THE OWNER. FILLED ARROW ExIST. FLOOR FINISH A P-1 B-1 WALL BASE FINISH DETAIL# �— INTERIOR ELEVATION WALL FINISH JOB NO. '2 KEY MARK SHEET# 2190954.21 SUB-CATEGORY DOOR SYMBOL NUMBER 1D1A CATEGORY PERMIT SET. 08/07/2020 219095421\DRAWINGSWRCHITECTURAL\21 G0.01.DWG KGB 08/07/20 12:59 1:96.00 SUITE 900A SUITE 9008 T • sG• Architecture IS Interiors Planning ® Engineering `F ♦♦ T }~ ♦�r ` F FS Portland, OR `\ ♦. -g---------------- ♦♦ �-�------�,- 503.224.9560 ♦♦♦ ii9j ' -L____-- i ♦ „ _ _________�__ �I II ♦♦ _� y, i r \ 111 I _ ' u i� I i� Vancouver,WA ��� �` ii' "Fr 360.695.7879 ♦�•,� /a�♦O♦��``3 y�� `"��,,IJ�________ __ v______YJZSDS� ��� � � �� n i Seattle, WA ♦ � L y� t -F --7(F-7�--= �Tr-- -m - r- GII II y 206.749.9993 ♦ , WWW.mcknze.com __J _JI L________J z�l J� II i� �r ,, I ,T ♦ n I �- �� 7i1♦E �. � 'I L-�-------- II rt� ----- -----_---k===� M AC K E N Z I E. tiT< I 1 �S DESIGN DRIVEN 1 CLIENT FOCUSED �_______ __ J LJ �\ �� �\US i -____ _ _____________ 'y fiiii---- 1�' O� y b i/'/ Client I I I I I M j °i ' I I CT) S N O R E S T E I N I iLJ__ II II 1J II II r-----, II T I FS m LL iii Project GUILD MORTGAGE rp— �_� `— _ _ \ F;9 �� SUITE 900 �T 17-1-4 WR -- rI ----- 'I1 ILI IiJ TENANT i IMPROVE MENT J II 2 LINCOLN TOWER %b``O ii li'`♦ ii S• 10260 SW GREENBURG RD. $� IL___� -�+ TIGARD, OREGON 97223 4p pp LIQ' tCa___� -a--- LF___q ♦♦ \� ,i; `� J it " mil J 4'-4"'V '-4„ -4AR . i ..� II u E ori fD. 11+,z 1� PORT II OF p� II TMACKENII IE 2020 ZALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF T T MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, • _ WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE T Delta Issued As Issue Date 1 DEMOLITION PLAN 1 .1 1/a°=1,_011 GENERAL NOTES KEYNOTES A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED 1. EXISTING RECEPTION DESK TO REMAIN. TO RECEIVE NEW FINISHES. SEE SHEET A5.20 FOR FINISHES. 2. RELOCATE PHONE BOARD. RELOCATE EQUIPMENT AND COOLING UNIT, IF FEASIBLE. COORDINATE WITH TENANT. SHEET TITLE: B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY 3. RELOCATE DOOR, FRAME 4, CAP EXISTING PLUMBING ND HARDWARE, A D ARE, IF FEASIBLE. DEMOLITION 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 PLAN AND ISSUED. C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. NOTES 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. F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. 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 DRAWN BY: KGB ARCHITECT/DESIGNER. H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. CHECKED BY: MRT, PDK SHEET: A1 . 10 JOB NO. 2190954.21 PERMIT SET: 08/07/2020 219095421\DRAWINGS\ARCHITECTURALUI A1.10.DWG KGB 08/07/20 12:44 1:96.00 SUITE 900A SUITE 9008 - T CONFERENCE OFFICE77!!!MOFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE • OFFICE OFFICE OFFICE OFFICE OFFICE PP ;RB 908 910 911 912 913 914 915 916 • PPRB 918 919 920 921 P PR8 I P PRB P PRB P PR8 P PRS P PRB P PRB P PRB P PRB ss P PRB P PRB P IRB Architecture • Interiors Planning • Engineering XIS XIS XIS IST XIS7 XIS7 XIS XIS XIS7 XIST XIST XIST XIS 7 XIS A 948 T ® CPT BD P Re D 9 %IS7 so- r OPEN OFFICE CC Portland, OR 906 XIS z 503.224.9560 cPr ® SERVER CONFJOFFICE 1 CONFERENCE Vancouver, WA 15 P RB 12 943 942 OPEN 0FFICE 922 360.695.7879 vcT cPr cPT Seattle, WA Tom' YPI RB P RB VP IRB YPI RB 206.749.9993 C www.mcknze.com ' 16 MACKENZIE. 456• _ DESIGN DRIVEN I CLIENT FOCUSED WORK 4 N RECEPTION 3 1 Client 945 A4.10 13 � 944 1i A4.10 1 LVP CPT I AA P RB P RB WORK 3 s22a u• « D k _+44- i 13 940 LVP C YP RB S H O R E S T E I N XIST 7 XIS7 OPEN OFFICE soSA DE) XIST� T OPEN OFFICE 923 PYPPRB A 710HALL$ XIST BB 4 1 939A 939 YPI RB Project , 4 14 — IRB GUILD MORTGAGE 22 A4.10 I 5 ' x o ■ TENANT U p RECEPTION II OFFICE BREAK 1 -01 BREAK 4 935 i 937 1 938 sas �i CPT I CPT A4.10 LVER a 15 3 IMPROVEMENT YPIV R6 ' YPI RB i� 936A YPI RB YP RB TYP. LINCOLN TOWER 10260 SW GREENBURG RD. 937A OFFICE TIGARD OREGON 97223 STORA 924A PYPPRB 1 8 14 � A7 9C6 3 1 8 I A4.10 YP RB 925A WORK if OPEN OFFICE 13 934 OPEN OFFICE ® 1 fPORTLA D. ISN947 cPT 933 OFFICE /YP RB CPT 925P RB ® YPI RBEGO XIS s T OF p� XIS xIs xtsr wsr s xlsr xts lasr xlsT - m © CKENZIE 2020 ALL RZRIGHTS RESERVED T THESE DRAWINGS ARE THE PROPERTY OF CONFERENCE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE MACKENZIE AND ARE NOT TO BE USED 932 • _ 931 • 930 929 928 927 926 OR REPRODUCED IN ANY MANNER, 904 903 902 =tg 901 -, -.r CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT WITHOUT PRIOR WRITTEN PERMISSION 7 P RB P RB P RB P RB P RB P RB P RB P RB P RB P RB P RB r REVISION SCHEDULE • Delta Issued As Issue Date 1 PARTIAL NINTH FLOOR PLAN 1 .1 1/8"=V-0" GENERAL NOTES KEYNOTES ALTERNATE KEYNOTES 1. ALIGN NEW WALL WITH EXISTING WALL/COLUMN. PROVIDE SEPARATE PRICING FOR THE FOLLOWING: A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. 2. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 10/A5.20. MODIFY EXISTING WINDOW SHEET TITLE: B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. COVERINGS AS REQUIRED. AA. DEMOLISH EXISTING TENANT ENTRY DOOR AND FRAME. INFILL WITH GYPSUM WALL TO MATCH EXISTING CORRIDOR RATING. PATCH, REPAIR AND PAINT TO MATCH EXISTING CORRIDOR FINISHES. PARTIAL NINTH C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. 3. NEW 4'-0"WIDE RELITE TO MATCH SUITE STANDARD, SEE DETAIL 8/A5.20. FLOOR PLAN D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. BE. NEW BUILDING STANDARD RECEPTION DESK. 4. INFILL DEMOLISHED TENANT ENTRY DOOR AND FRAME LOCATION. PATCH, REPAIR AND PAINT TO E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. MATCH EXISTING CORRIDOR FINISHES. MATCH EXISTING RATED CORRIDOR WALLS. CC. PROVIDE POWER, DATA AND BLOCKING FOR TENANT PROVIDED TV. CONFIRM FINAL LOCATION WITH AND NOTES F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OBSERVATION AT AREAS OF WORK ONLY HAS BEEN PERFORMED (ON 08/06/2020, WHILE OCCUPIED) 5. INFILL DEMOLISHED DOOR AND FRAME LOCATION TO MATCH ADJACENT WALLS. TENANT. AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND 6. LOWER EXISTING OUTLET/DATA TO STANDARD HEIGHT. DD. PROVIDE WINDOW FILM. ASSUME FILM TO COVER ENTIRE RELITE AND VISION PANEL DOOR. CONFIRM CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. 7. CONVERT EXISTING OUTLETS TO DEDICATED. PROVIDE NEW IF REQUIRED. FINAL DESIGN AND OPACITY WITH TENANT. G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. 8. RAISE EXISTING POWER AND DATA OUTLETS, IF FEASIBLE. PROVIDE NEW IF REQUIRED. DRAWN BY: KGB H. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. 9. EXTEND EXISTING WALL TO STRUCTURE FOR NEW DEMISE WALL LOCATION. SEE DETAIL 7/A5.20. I. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY.VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START 10. FUR OUT WALL TO ACCOMMODATE NEW ELECTRICAL PANEL, SEE DETAIL 11/A5.20. CHECKED BY: MRT, PDK OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 11. PROVIDE BLOCKING FOR TENANT PROVIDED SIGNAGE, AS REQUIRED. COORDINATE FINAL HEIGHT SHEET: J. ADD SOUND INSULATION IN ALL NEW WALLS. WITH TENANT. 12. RELOCATED PHONE BOARD. PROVIDE NEW 4'-0"WIDE X 8'-0" HIGH PAINTED PLYWOOD PHONE BOARD, ELECTRICAL AND COOLING TO MATCH TENANTS EXISTING SERVER ROOM, IF REQUIRED. Al ■ 11 13. NEW UPPER AND LOWER CABINETRY. 14. NEW UPPER AND LOWER CABINETRY, SINK, BUILDING STANDARD DISHWASHER, FLOODSTOPPER AND PLUMBING. JOB NO. 2190954.21 15. CONFIRM BASE FEED LOCATIONS WITH TENANT AND TENANT'S FURNITURE VENDOR. 16. CONFIRM FLUSH FLOOR POWER LOCATIONS WITH TENANT AND TENANTS FURNITURE VENDOR. PERMIT SET. 08/07/2020 219095421\DRAWINGSWRCHITECTURAL\21 A1.11.DWG KGB 08/07/20 13:00 1:96.00 SUITE 900A SUITE 9008 o a o 0 0 0 0 0 o e o 0 0 0 0 0 0 ■ Architecture N Interiors Planning • Engineering 4 0 0 0 0 0 0 0 0 0 o e Portland, OR 503.224.9560 a Vancouver, WA ° 360.695.7879 Seattle, WA ° 4 206.749.9993 FS FS ° F F www.mcknze.com 0 0 0 0 � e MACKENZIE. DESIGN DRIVEN 1 CLIENT P0011EED 0 1 771 O y Client FS 1 e e o o cl e o O Fj e S H O R ! S T R I N ® ° 2 e Xyl 0 7 5 2 Project I MA° GUILD MORTGAGE SUITE 900 - - - TENANT a e a e a a IMPROVEMENT 0 0 0 2 0 2 LINCOLN TOWER /10 10260 SW GREENBURG RD. a e TIGARD, OREGON 97223 f, 2 , a j-�� Ape,/ /' o e o e o 0 o e o o ti� r� Fs ! D. IS N e ° / • /PORTLA EGO o y e 0 0 0 o e e o ,( OF Og, 0 ° C MACKENZIE 2020 O ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED 0 0 0 0 0 OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 0 0 0 0 *TT I SIEMENS! 0 REVISION SCHEDULE Delta Issued As Issue Date 1 REFLECTED CEILING PLAN 1 .1 1/8"=1'-0" GENERAL NOTES KEYNOTES A. SUSPENDED ACOUSTICAL TILE CEILINGS AT [X'-X"�I (EXISTING) AFF, UNLESS NOTED OTHERWISE. 1. RELOCATE EXISTING LIGHT FIXTURE. B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. 2. RELOCATED LIGHT FIXTURE. PROVIDE NEW TO MATCH EXISTING SUITE STANDARD, IF REQUIRED. SHEET TITLE: C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF 2x4 TILE, UNLESS NOTED REFLECTED OTHERWISE. 3. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY DEFERRED SUBMITTAL. LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE CEILING PLAN E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. CONFIRMED ON SITE BY CONTRACTOR. AND NOTES F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. 4. PROVIDE CEILING OPENING, POWER AND SUPPORT FOR TENANT PROVIDED PROJECTOR AND G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON PROJECTOR SCREEN, CONFIRM FINAL LOCATION AND SPECIFICATION WITH TENANT AND TENANT'S OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND VENDOR. DISTRIBUTION AND NOTIFY ARCHITECT OF ANY 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 REVIEWED AND 5. PROVIDE NEW CEILING GRID AND TILE TO MATCH AND ALIGN WITH SUITE STANDARD. APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. DRAWN BY: KGB CHECKED BY: MRT, PDK SHEET: A1 . 12 JOB NO. 2190954.21 PERMIT SET: 08/07/2020 219095421\DRAWINGSVARCHITECTURAL\21 A1.12.DWG KGB 08/07/20 12:44 1:96.00 NOTES: NOTES: NOTES_ NOTES: A. FINISH ENDS, TYP E. SHIM AS REQUIRED A. FINISH ENDS, TYP E. SHIM AS REQUIRED A. FINISH ENDS, TYP D. ALL CABINET FACES AND DOORS PL-1 A. FINISH ENDS, TYP D. SHIM AS REQUIRED B. CONFIRM REQUIREMENTS AND SIZES F. ALL CABINET FACES AND DOORS, PL-1 B. CONFIRM REQUIREMENTS AND SIZES F. ALL CABINET FACES AND DOORS, PL-1 B. ALL COUNTER TOPS, EDGES AND E. ALL EXPOSED EDGES AT DOORS AND SHELVING B. ALL COUNTER TOPS, EDGES AND E. ALL CABINET FACES AND DOORS PL-1 FOR ALL EQUIPMENT/APPLIANCES G. ALL EXPOSED EDGES AT DOORS AND FOR ALL EQUIPMENT/APPLIANCES G. ALL EXPOSED EDGES AT DOORS AND BACKSPLASHES, PL-2 TO BE P—LAM TO MATCH ADJACENT BACKSPLASHES, PL-2 PRIOR TO CONSTRUCTION OF SHELVING TO BE P—LAM TO MATCH PRIOR TO CONSTRUCTION OF SHELVING TO BE P—LAM TO MATCH C. CONTRACTOR TO CONFIRM EQUIPMENT SIZES F. ALL EXPOSED EDGES AT DOORS AND CABINETRY ADJACENT VERTICAL SURFACES CABINETRY ADJACENT VERTICAL SURFACES C. SHIM AS REQUIRED VERTICAL SURFACES. SHELVING TO BE P—LAM TO MATCH C. ALL COUNTER TOPS, EDGES, AND C. ALL COUNTER TOPS, EDGES, AND F. CONTRACTOR TO CONFIRM EQUIPMENT SIZES PRIOR TO CONSTRUCTION OF CABINETRY. ADJACENT VERTICAL SURFACES. BACKSPLASHES, PL-2 BACKSPLASHES, PL-2 PRIOR TO CONSTRUCTION OF CABINETRY. . D. CONTRACTOR TO PROVIDE DEDICATED D. CONTRACTOR TO PROVIDE DEDICATED OUTLET FOR BLACK GE #GDT225SGLBB OUTLET FOR BLACK GE #GDT225SGLBB ADA DISHWASHER ADA DISHWASHER Architecture IS Interiors Planning ■ Engineering 12 8 12 8 4 4 4.1 4.1 COLUMN 4.1 4.1 COLUMN 4.1 4.1 CEILING CEILING CEILING CEILING REFRIGERATOR, NIC 4) EQ REFRIGERATOR, NIC 4) EQ ALIGN WITH LOWERS ALIGN WITH LOWERS ALIGN WITH LO RS Portland, OR 503.224.9560 INSULATED _ — — INSULATED — — T — — — T — Vancouver,WA EXPOSED PIPES , — _ EXPOSED PIPES — , — ,/� ,! — _ — _ _ _ — 1 — _ _ — 1 360.695.7879 PER ADA CODE PER ADA CODE I 1 I I I I Seattle,WA I o o o b END PANEL 206.749.9993 END PANEL 1 ( I b END PANEL 1 1 I o o o N 1 Cq I I I www.mcknze.com PROVIDE I I - - - - PROVIDE I I - - - - : — — r, r' DISHWASHER — — — — _o DISHWASHER I 1 — COPIER, I — — — — — o o — — — — — _ I _ _ _ _ _ M AC K E N Z I E. OPEN BELOW PER I OPEN BELOW PER I 1 NIC. I I I I COPIER, NIC. 1 ADA CODE "" .. `v ADA CODE `� N N DFE16N DRIVEN I CLIENT FOCUSED Client 2'-8"t -9 0" 2'-8" -9 0" 2�-87'-96'-1 7'-9" CLR. CLR. 3 EQ 3 EQ CLR. 3 EQ 3'-1 11'-3" 3'-1" 11'-3" N 21'-7„ I CLR. Y CLR. Y a a 1 CABINETRY ELEVATION m 2 CABINETRY ELEVATION m s CABINETRY ELEVATION 4 CABINETRY ELEVATION S " o R S T ` ' " 4.1 @ BREAK 938 1/4"=1'-0" w 4.1 @ BREAK 946 1/4"=1'-0" Lu 4.1 @ WORK 940 1/4"=1'-0" w 4.1 ® WORK 945 1/4"=1'-0" Ld w w LU 2'-10„ 2,-0" w NOTES A. FINISH ENDS, TYP C. SHIM AS REQUIRED B. ALL COUNTER TOPS, EDGES AND D. ALL CABINET FACES AND DOORS PL-1 Project BACKSPLASHES, PL-2 E. ALL EXPOSED EDGES AT DOORS AND SHELVING GUILD MORTGAGE TO BE P-LAM TO MATCH ADJACENT SUITE 900 o VERTICAL SURFACES. i I TENANT N IMPROVEMENT LINCOLN TOWER U) ; 10260 SW GREENBURG RD. TIGARD, OREGON 97223 4 i i 4.1 � CEILING i i C ov ALIGN WITH LOWERS 10 A B 10 D D. IS N 4..1 P-LAM o I U BOX/BOX/FILE , n PORTLA , EGO M i PEDESTAL i� r - - - - - � L- - OF O V' I COPIER, I o NIC. I NMACKENZIE 2020 4'-6" 0 ALL RIGHTS RESERVED ARE THE 5'-7" 8'-O"± THESE MACKENZ EI AND ARE NOT NGS TO BEERTY U ED F CLR 3 EQ OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION M ) I J) � 1 CABINETRY ELEVATION s ENLARGED DESK PLAN J REVISION SCHEDULE I I- Delta Issued As Issue Date 4.1 ® WORK 934 1/4"=1'-0" J 4.1 ALTERNATE ® RECEPTION 935 1 2"=1'-0" w w o NOTES: C. ALL COUNTERTOPS AND EDGES, PL-2 G. ALL EXPOSED EDGES AT DOORS AND SHELVING TO A. FINISH ENDS, TYP D. TRANSACTION TOP, PL-2 BE P-LAM TO MATCH ADJACENT VERTICAL B. CONFIRM REQUIREMENTS AND SIZES FOR ALL E. SHIM AS REQUIRED SURFACES EQUIPMENT/APPLIANCES PRIOR TO CONSTRUCTION F. ALL CABINET FACES AND DRAWERS, PL-1 H. PROVIDE (1) GROMMET HOLE AT WORKSURFACE. OF CABINETRY COORDINATE LOCATION WITH TENANT. COLUMN P-LAM TRANSACTION SHEET TITLE: TOP, PL-2 P-LAM TRANSACTION P-LAM TRANSACTION INTERIOR P-LAM COUNTERTOP, TOP, PL-2 TOP, PL-2 PL-1, W/ SELF EDGE P-LAM COUNTERTOP, P-LAM COUNTERTOP, ELEVATIONS PL-1, W/ SELF EDGE PL-1, W/ SELF EDGE 7 6 7 11 AND ENLARGED 4.1 4.1 4.1 4.1 PLAN P-LAM BOX/BOX/FILE PEDESTAL, PL-i DRAWN BY: KGB CHECKED BY: MRT, PDK P-1 ¢ SHEET: o z D: A4 . 10 RUBBER RUBBER Cr A. EAST ELEVATION BASE, RS-1 B. WEST ELEVATION C. NORTH EL.EVA11ON BASE, RB-1 D. EAST ELEVATION 1 o ELEVATION — RECEPTION DESK (ALTERNATE) wJOB No. 2190954.21 4.1 1/2"=1'- MIT SET: 08/07/2020 219095421\DRAWINGSWRC CTURAL121 A4.10.DWG KGB 08/07Y10 12:44 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT 33 MIL 3-1/2" METAL BERG 2 WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS 8" MAX. STUD BRACING TO FLOOR DIRECTLY TO WALL FRAMING CLIP STRUCTURE ET OC S WITH (2) #8 SHEET METAL SCREWS AT EACH ADDITIONAL #12 WIRE SUPPORT A7 ALL MEMBERS o END. BRACING BE SCHEDULE OF INTERIOR FINISHES WITHIN 8" OF PERIMETER ' \ / PROVIDED WHERE ■ LATERAL BRACING WITH APPROVED VERTICAL © °� , DISTANCE BETWEEN COMPRESSION STRUT AT 12'-0" OC EA WAY �j/ PERPENDICULAR PL-1: (CABINET FACES) BUILDING STANDARD, TBD COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB 2 INTERSECTING WALLS OR Architecture - Interiors ` a HORIZONTAL BRACING PL-2: (COUNTERTOP) BUILDING STANDARD, TBD 0 e11 BETWEEN WALLS EXCEEDS Planning Engineering "ATTACHED 4 8'-0" OC RB-1: BUILDING STANDARD, TBD °a WALL" ,4 3" SOUND ATTENUATION VCT-1: BUILDING STANDARD, TBD OO a BATT. 4'-0" CENTERED ON CELNEDGE AT WALL SUSPENDED WALL WHERE NOTED. C' LVP-1: BUILDING STANDARD, TBD A NOTE: FOR UNATTACHED WALLS PROVIDE A CEILING CUT TILE FOR TIGHT FIT Portland, OR A 3/4"' GAP BETWEEN EDGE OF ANGLE AND CLIP AT WALLS 503.224.9560 CPT-1: BUILDING STANDARD, TBD GYPSUM BOARD Vancouver,WA -- DO NOT SCREW BERC 2 CLIP TO TRACK EACH SIDE CASING BEAD USG 200–A 360.695.7879 TRANSITION STRIP: TRANSITION BETWEEN CPT AND LVP ONLY: FUTURA METAL, LVT NO-LIP RAMP, 402021, TABLE MAX. LENGTH Seattle,WA CROSS RUNNERS FIT BETWEEN MAIN RUNNERS e" (3MM TO 4.5MM), COLOR SILVER ` �, 112" DIA CONDUIT (EMT) 5'-10" 206.749.9993 MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 SOUND ATTENUATION A 3 4" DIA CONDUIT EMT 7'-8" www.mcknze.com P-1: (GENERAL PAINT) MANUFACTURER; PRODUCT NAME/NUMBER, COLOR 6'-0" MAX WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY INSULATION PER PLAN LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1" DIA CONDUIT EMT 9'–g" METAL STUDS. EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" L – L 12'_p" SEE [X/XX,X] FOR BOTTOM TRACK TO FINISH MACKENZIE. P-2: (ACCENT PAINT) MANUFACTURER; PRODUCT NAME/NUMBER, COLOR FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) SIZE AND SPACING FLOOR WITH POWDER DESIGN DRIVER 1 CLIENT FOCUSED PAINT NOTE: PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT ALL WALLS. NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 162$125-33 15'_p" x DRIVEN ANCHORS AT EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5 8"x2OGA 4'-0" O.C. Client FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 250S125-33 MTL STUD 13'-6" N CONTINUOUS ACOUSTIC TRAPEZE DUCT WORK AND \ AT 15%-25%AT 60 DEGREES. BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND 2-1 2"x20GA SEALANT EACH SIDE OTHER LARGE BACK TO BACK 250S125-33 15'_0" AGAINST TRACK ASTME580 OBSTRUCTIONS MTL STUDS (2-1/2"x20GA) o CONCRETE SLAB o 2 SUSPENDED CEILING BRACING 6 H O R E S T E I N 4 WALL — TO UNDERSIDE OF GRID CD rJ 2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z5 2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 3 FIRE SAFING AT RATED EXISTING METAL DECK WALLS BETWEEN FLUTES, v o 4 WALL PER PLAN NO FIRE SAFING v v CONTINUOUS 18 GAUGE REQUIRED AT DEMISING, METAL PLATE FASTENED Project NEW GYPSUM TO DECK AT 2'-0" O.C., GUILD MORTGAGE v o Q NON–RATED WALLS p _ __ ___ GYPSUM BOARD WALL AS v BOARD STAGGERED OCCURS METAL DECK ABOVE CONTINUOUS ACOUSTIC SUITE 900 DOOR SCHEDULE p CEILING EACH SEALANT, EACH SIDE `f DOUBLE STUD AT JAMB, TENANT I v CONTINUOUS 18 GAUGE 2" DEEP TOP TRACK TO IMPROVEMENT DOOR DOOR FRAME METAL PLATE FASTENED EXISTING STRUCTURE DOOR HARDWARE LINCOLN TOWER NO. OPENING DETAILS GROUP RATING COMMENTS 5 8„ 1„ TO DECK 2'-0" O.C., 1/2" DEFLECTION SPACE SIZE THK TYPE MAIL FINISH MAIL FINISH / TYPE 'X' STAGGERED GYPSUM BOARDz MIN (DO NOT FASTEN STUDS 10260 SW GREENBURG RD. EXISTA 3'-0x8'-0" EXISTING DOOR t EACH SIDE WITHg - FIREDAM SPRAY OR FIRE OR GYPSUM TO RUNNER TIGARD, OREGON 97223 EXISTB 3'-0x8'-0" EXISTING DOOR 2 1" TYPE S SAFING SEALANT EACH - - METAL STUDS. SEE MATCH SUITE STANDARD DRYWALL SCREWS SIDE OF TRACK 9175A 3'-Ou8'-0° EXISTING DOOR EXIST - 1,412/A5.20 FOR SIZE AND ��►►'"`'' 8" O.C. AT DEFLECTION HEAD WITH 922A 3'-0x8'-0" 1-3/4" FUR SC S HMK FF 8/A5.20 H-1 - - VERTICAL JOINTS ` SPACING AND 12" O.C. AT 1/2" DEFLECTION SPACE _ z rD�n�DT s2aA 3'-0x8'o' 1-3/a° FUR SC S HMK FF a/As.2o H-t (DO NOT FASTEN STUDSNEW BOTTOM TRACK w z925A 3'-ox8'-o• 1-3/a• FUR SC S HMK FF alAs.2a H-t _ _ FLOOR AND XISTING ATTACHED TO EXISTING I– � o < D. I$ NOR GYPSUM BOARD TO a C0 zINTERMEDIATERUNNER AND/OR NEW70P TRACK WITH #10 n 936A 3'-0x8'-0' RELOCATED DOOR - 3 STUDS (GAUGE .' :: BRACING ATSCREWS @ 1'-0" O.C. Cn /FILE N0. WP SOUND ATTENUATION g'-0" O.C.s37A 3'oxa'o' t�/a• FL/R sC S HMK FF e/As.2o H-1 1200) INSULATION AS OCCURS SUSPENDED CEILING 1/4" TEMPERED RELITE A EGO 939A 3'-0x8'-0' EXISTING DOOR EXIST - 1,a BOTTOM TRACK 70 FINISH GYPSUM BOARD w a AS OCCURS, PROVIDE FLOOR WITH POWDER EACH SIDE EXISTING TOP TRACK F "C" CHANNEL AT TOP GENERAL NOTES 20 GAUGE DRIVEN ANCHORS A7SOUND ATTENUATION w w AND BOTTOM r OF x3 1/2" METAL 4'-0" O.C. INSULATION PER PLAN 0 Cf) A. ALL DOORS/CLOSURES TO BE CHECKED,ADJUSTED,AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. STUDS @ 2'-0" Z B. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT SUITE STANDARDS. O.C, UNLESS CONTINUOUS ACOUSTIC F- MACKENZIE 2020 CONTINUOUS ACOUSTIC EXISTING WALL C. VERIFY DOOR HEIGHT DIMENSIONS.APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. NOTED SEALANT EACH SIDE ALL RIGHTS RESERVED D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE OTHERWISE SEALANT EACH SIDE AGAINST TRACK W THESE DRAWINGS ARE THE PROPERTY OF POSSIBLE. AGAINST TRACK NO MACKENZIE AND ARE NOT TO BE USED E. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SEALANT AT SIMILAR ~ OR REPRODUCED IN ANY MANNER, SHALL BE BETWEEN 36"TO 42". 1/2 MAX CONDITION 1/2 MAX ¢ WITHOUT PRIOR WRITTEN PERMISSION F. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. W W G. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: CONCRETE SLAB =o CONCRETE SLAB �- EXTERIOR DOORS 8.5 LBS = w w REVISION SCHEDULE INTERIOR DOORS 5 LBS s 1—HOUR WALL WALL — DEMISING s DOOR — TIMELY RELITE FIRE DOORS 15 LBS J J Delta Issued As Issue Date H. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL TO DECK 3 =1'–O" -� OVER EXISTING WALL AT METAL DECK 3"=1'-0" –1 HEAD SIMILAR 3'"=1'-0" o 5.2 a 5.2 a 5.2 0 KNOWLEDGE. NO LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. 3 I. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE WRIST. + LINCOLN TOWER STUD SIZE: 2 J. 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. K. 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 LIMITING WALL HEIGHT TABLE SAFETY GLAZING. (USE 1/2"TEMPERED GLASS MINIMUM, UNO.) GYPSUM BOARD PARTITION INTERIOR NON S1TiUCTURAL NON–COMPOSITE WALLS L/24o 5psf L. HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURE AND UTILITY FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM SOUND ATTENUATION EXISTING PRESSURE AND NOT REQUIRING TIGHT GRASPING PINCHING OR TWISTING TO OPERATE,THE FORCE REQUIRED FACE OF WALL TO DESIGNATION SPACING MAX. WALL HEICiT TO ACTIVATE SUCH EQUIPMENT, OTHER THAN EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS-FORCE. BATT WHERE OCCURS �– —� MATCH EXISTING 250$125-18 24" 8'-4" COMMENTS LINE OF SILL AS OCCURS 250$725-18 16" 9'-7" SHEET TITLE: EXISTING WALL ASSEMBLY 250SI25-27 24" 9'-10" DETAILS AND 1. EXISTING DOOR AT EXISTING RATED CORRIDOR 2. PROVIDE NEW PASSAGE HARDWARE AT EXISTING DOOR,AT BREAK 938. 2505125-18 16" 11'-3" SCHEDULES 3. RELOCATED DOOR, FRAME AND HARDWARE. PROVIDE NEW IF REQUIRED TO MATCH SUITE STANDARD. ALUMINUM TRIM PIECE 4. EXISTING CIPHER LOCK TO REMAIN. CONTRACTOR TO CONFIRM WITH TENANT IF NEW IS REQUIRED. "CSE" W/ 1-1/2" 362$125-18 24"" 13"-5" -. RETURNS, FINISH TO 1/4" MAX AIR SPACE 362S125-18 16" 14'-4" MATCH WINDOW FRAMES 362$162-33 16" 16'-5" HARDWARE GROUPS ABBREVIATIONS r ' 362SI62-43 16" 18'-0" H-1: PASSAGE EX EXISTING METAL STUDS. REFER TO LATCHSET. F75 GRADE 1, FF FACTORY FINISH 12/A5.20 FOR SIZE AND 6005162-33 16" 24'-6" BUTTS, SEAL, STOPS FUR FLUSH WITH ADJACENT RELITE NEOPRENE SEAL SPACING HMK HOLLOW METAL KNOCKDOWN INTERIOR NON STRUCTURAL NON–COMPOSITE WALLS DRAWN BY: KGB S STAIN WITH CERAMC TILE FACING L/360 @ 5psf SC SOLID CORE WOOD 5/8" GYPSUM BOARD CHECKED BY: MRT, PDK DEsagAT10N SPACING MAX. WALL HEIGHT SHEET: BUILDING GLAZING SYSTEM " 3625125-18 16" 12'-4" 362$125-33 16" 14'-3". A5m2O WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH z 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-O" O.C. MAX. m 1 o JOB N� WALL AT EXTERIOR MULLION 1 i WALL — FURRING 12 WALL HEIGHT TABLE 2190954.21 I 5.2 5.2 ----PERMIT SET: 08/07/2020 219095421\DRAWINGS\ARCH*CTURAL\21_A5.20.DWG KGB 08/07/20 12:41 1:96.00