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Plans (3) BU P2017 - 00213 , CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE ACADEMY MORTGAGE *. ____ _________ _ Approved. I L'�OS�d �l I� I ._ ___ _ ICE C®PY SW Locust SteEt .. _. . _.- . ...__ OFF oT AQo --10;-_-4v80 , / "MI 1.4- b q #. GJ7; L: dress: lco, ee el f3/ri Rd� CORPORATION.1, ARKING OWNER By: mJloo Date: � � s. ' � 0, s �-"r7 � ,: ,IIS �' I ' !? Architecture ■ Interiors I. 1 - Planning ■ Engineering v. I °o o, . , , SHORENSTEIN REALTY SERVICES ° ,- T— v: . ° :� ' n T :r � ' ROB FABIAN — PROJECT MANAGER — CONSTRUCTION }I40' t a y , �I ► y? TENANT IMPROVEMENT RFABIAN®SHORENSTEIN.COM �'•. �_. Gam. v- -- J --2 <„2/ 5335 MEADOWS ROAD, SUITE 275 LAKE OSWEGO, OREGON 9 7035 a :---,--- N -- � PHONE: (503)412-4844 J_ �CEYum [',: RECEIVED y a� �' _ /7:, ^ a t °es,/ LINCOLN TOWER Portland,224.9 60 L G! r 503.224.9560 4 , F -. GENERAL CONTRACTOR AUG 1 2017 Vancouver,WA 1 r -V ,1 O r., o 1 360.695.7879 , �/ �Y 10260 SW GREENBURG RD. RUSSELL CONSTRUCTION CITY OF TIGARD ;\ `-'7 4": A \ V , —ro v ' Seattle,WA DONN STURDIVANT/ARNE WAYRYNEN I /' ` h.,. " ' ' ' " " c r `rt i DSTURDIVANT®RUSSELLCONSTRUCTION.COM BUILDING DIVISION 206.749.9993 TIGARD, OREGON x.1 t 20915 SW 105TH AVENUE www.mcknze.com es, T __ TUALATIN, OREGON 97062 s, (� r.., PHONE: (503)692-9002 MACKENZIE. • • �w,I,Y4 � DESIGN DRIVEN 1 CLIENT FOCUSED' � 1HP1 if hi41-1-HY INDEX OF DRAWINGS LEGEND Client F - STRUCTURED PARKING STRUC RF�DPARKING '1 " �I�1 ti1114 1111{ G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES ::::4 F EXISTING CONSTRUCTION TO BE DEMOLISHED A1.10 DEMOLITION PLAN, PARTIAL ELEVENTH FLOOR PLAN, AND NOTES A1.20 REFLECTED CEILING PLAN, AND NOTES SW Oak Street_ ,__�, 1,,---' A4.10 CASEWORK ELEVATION, DETAIL AND SCHEDULES , - EXISTING WALL TO REMAIN Cl�RLTJ A5.20 DETAILS - SHORE STEIN 20 25 50 100 10• NEW WALL TO 72" AFF, SEE 10/A5.20 SCOPE OF WORK ® NEW WALL TO UNDERSIDE OF GRID, SEE 7/A5.20 1 SITE PLAN AREA OF WORK THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS 1 EXISTING 2 HOUR RATED WALL TO REMAIN GOD NTS FOR AN APPROXIMATELY 5,290 SQUARE FOOT TENANT ON THE ELEVENTH OF TWELVE FLOORS. I WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RELITES, AND NEW CABINETRY. I EXISTING 1 HOUR RATED WALL TO REMAIN Project DIAGONAL = 39 -10" LONGEST COMMON TENANT APPROVAL' EXISTING DEMISING WALL TO REMAIN CORPORATION AREA OF WORK ' MORTGAGE PATH OF TRAVEL ACADEMY 43'-2" NEW DEMISING WALL TO STRUCTURE, SEE 11/A5.20 ��� SUITE f100 3b � .^E qy �.H � ! 11 � li S y �•:M{ ® NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS TENANT IMPROVEMENT jii14441,:: , Nit- k hr, � 4* ; ;; 1� ;; - r $` £ DESIGN/CODE DATA k b �,.� , . ,_Et ,,T t a ".. s EXISTING QUADRUPLEX OUTLET LINCOLN TOWER a , , , Y � : • x Ns ((yy� ti tt p s-� t r GOVERNING CODE: 2014 OSSC '/�p�y.D NEW DEDICATED QUADRUPLEX OUTLET SW ." .... t S�"`E�i�}yy���4� $` i� �� �b „ 'R� Y3 3m A O 4�� GREENSURG RD. — 4,-,. , • r,'_ ' " s "+rw �� dx ! _ 5 err: `, - 7 `.. U -To t's�� a -,@;$ ' ; �" ` ''�' hf '' .c''i , `" CONSTRUCTION TYPE: STYPE I—B EXISTING DUPLEXOUTLET TLET 'TIGARDOREGON '11 � «. 'reW ,, , k ,�• r u ss T ;44,42..42,/;„4,-Irl ? iL.AA;te- ,f - "' TENANT AREA (APPROX): APPROX. 5,290 S.F. , 1- I - �� r ; « IPA NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION 1 , .,--44,,,es, 1-:,," ` ri ,r ` '444,53':. , 4`,41 5f, �; ` fr : t OCCUPANCY LOAD: 53 ,T�` , f� *� A, s;{ ±C{ l _ NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION '1c • ' rA}A < *"t `„'+�>� �.# '� u r �.. ,,r:�• 2 REQUIRED EXITS, 3 EXITS PROVIDED ■ - r 7s ° 4 �'t ,1 EXISTING FLOOR QUADRAPLEX OUTLET :1111.4‘i, IIIII\II . ia or -A n �i '* ' ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE :, :�� „ ' I ," ,rte: I j%=1 .r_ , k � t . ; BUILDING IS FULLY SPRINKLED AND HAS NEPA SMOKE DETECTION STING COVERPLATE LOCATION TO RECEIVE NEW VOICE/DATA ROUGH IN LOCATION .EXIIIIIIIIII 1 IC „ " iril fir- w':y WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER �� • ir ,. �41 I�� „; f,re"�a"Y n EXISTING COVERPLATE POR -- �!-- __ �RM y ¢4 lith otwe, f: :: :1::1: TI414,--tiff.et ofirig :: VALUATIONIlk I, ... OCCUPANCY SENSOR OF _ _ ' �.� 4 _ may,=C'1 , VALUATION OF WORK = $85,000 "�" _ _ �� / CARD READER LOCATION F �! ��j _- - ��� Mr , !�.:_-,!l i� ` 4 © MACKENZIE 2017 f DEFERRED SUBMITTAL F[ © ALL RIGHTS RESERVED FIRE EXTINGUISHER f rOrt 2014 OSSC SECTION 107.3.4.2 (by Separate permit) THESE DRAWINGS ARE THE PROPERTY / �• FS FIRE STROBE OF MACKENZIE AND ARE NOT TO BE �' FIRE SPRINKLER USED OR REPRODUCED IN ANY MANNER, i�, ` WITHOUT PRIOR NRITTEN PERMISSION FIRE ALARM �A /> I Ar 1r� MECHANICAL p FIRE ALARM , 4, Afr / /Jr ELECTRICAL O EXISTING THERMOSTAT REVISIONS: yrs ' �� ` EXIT ILLUMINATION 5 a KEY NOTE FOR REFERENCE N� REVISIONS REVISION DELTA THIS CLOSING DATE 1// / /\ NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN O �o SHEET OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS • ■ — i ! /1 /I �� / / ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT • .r INTERIOR ELEVATION FOR REFERENCE rol , DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW REMAINING DISTANCE BETWEEN EXITS = 65'10" PRIOR TO SUBMITTAL 1110 DOOR NUMBER SYMBOL I VACANT SUITEI APPROXIMATELY EXIT REQUIRED EXIT I , 2 KEY PLAN 4,028 SF GENERAL NOTES -�1-1—� EXISTING CEILING GRID I eA. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE EXISTING RECESSED LIGHT FIXTURE TO REMAIN GOA ELEVENTH FLOOR - LINCOLN TOWER NTS PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. NEW RECESSED WALL WASHER TRUE PLAN B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND NORTH NORTH TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. + NEW PENDANT FIXTURE SHEET TITLE: C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF EXISTING 2'x4' LIGHT FIXTURE TO REMAIN TITLE SHEET, SITE CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION . _. PLAN, KEY PLAN, WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO NEW OR RELOCATED 2'x4' LIGHT FIXTURE ADDITIONAL COST TO THE OWNER. CODE SUMMARY, D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION ' pr- EXISTING 2'X4' 24—HR LIGHT FIXTURE TO REMAIN LEGEND AND DOCUMENTS OF THE ENTIRE WORK.. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO I " '"' NOTES THE ATTENTION OF MACKENZIE. EXISTING 24"x24" LIGHT FIXTURE TO REMAIN E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED Lam: PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN EXISTING SUPPLY/RETURN VENT TO REMAIN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. I # F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS fl EXISTING SPRINKLER HEAD I ' NOTED OTHERWISE. ® PROPOSED EXIT SIGN OFFICE COPY DRAWN BY: TJS, CAK G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED 0 FLOOR ELEVATION, WHETHER BUILT—UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. 0, EXISTING EXIT SIGN CHECKED BY: SBH, PDK H. DO NOT SCALE DRAWINGS. ---7 I I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE f,> EXISTING EXIT SIGN SHEET: STRUCTURAL ENGINEER OF RECORD. = J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL EXISTING GYPSUM BOARD CEILING TO REMAIN SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE—USE OF G0.01 DEMOLITION DEBRIS. `' rig �i PROPOSED EGRESS LIGHTING PATH, 1 FOOT CANDLE TO BE K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL CONFIRMED THROUGH DEFERRED SUBMITTAL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT I i THE SPACE IS READY FOR OCCUPANCY BY TENANT. JOB NO. L. ALL DESIGN—BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY CITY OF TIGARD 2150954.51 MACKENZIE. Approved by Planning ' M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROJECTED UNTIL �l PERMIT SET' 07/26/2017 IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER. Date: 1 • 215095451\4_DRAN7NG$\ARCHITECTURAL\51—C0.OI.DwC CM 07/26/17 10:32 1:96.00 Initials: Al— ET--iLli ria: ------------ii. gur a u If n is n If • u u .E3 00';,T• GENERAL NOTES F A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. COORDINATE FINAL FINISH SELECTIONS DIRECTLY Architecture . Interiors WITH SHORENSTEIN PROJECT MANAGER AND TENANT. B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. PlanningaEngineering �G \ ANY 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 4 CLARIFICATION CAN BE ISSUED. C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. n \ D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF Portland,OR TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. t 503.224.9560 E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES + "=; I>Fs \ \ Vancouver,WA AS REQUIRED. ' 'i �, 360.695.7879 F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. 44a. a• T4s. 4 :T} / \ G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION Seattle,WA * 'ii!i' THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN 206.749.9993 »>, r1 APPROVAL OF THE ARCHITECT DESIGNER. 3 ;; \ / www.mcknze.com _ H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE–USE. \ I.J. DIMENSIONS EXISTING REFLECT CONDITIONS ACE OF RFINISHEMAIN, TOXCEPT NOTED FACE OF FINISH,BELOW. LESS NOTED OTHERWISE. MACKENZIE. ti ` �h.: DEMION DRIVEN I CLIENT FOCUSED ;l• \> K. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. I I ), gr-- L. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID, UNLESS NOTED OTHERWISE. Client M. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH EXISTING SUITE `6 • STANDARD UNLESS NOTED OTHERWISE. „,k,+4)3 T' / N. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED AT SUITE 1100 (ON 07/21/2017, WHILE VACANT) AND SUITE 1150 (ON . •. .;, ryT, , / 015, WHILE VACANT) AND PLAN, ELECTRICALBEEN 11/11/2 AND CEILING INFORMATION HAS �(T , '` UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO• " ■ FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. SHORE STE IN 0. 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. Aice P. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT'S VENDOR TO ;`Y., ;` CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. I rr ::: Q. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH Project PRODUCTS. ACADEMY MORTGAGE R. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE CORPORATION ,, Fys ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. -!I ••n••••? ;=" NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. SUITE 1100 II i S. ADD SOUND INSULATION IN ALL NEW WALLS, EXCLUDING PARTIAL HEIGHT WALLS. TENANT IMPROVEMENT -_`,*, KEYNOTES LINCOLN TOWER 10260 SW GREENSURG RD. TiGARD, OREGON DEMOLITION PLAN 2 CENTIGN NEW WALL WITH EXIX STI WALL. I 2. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 9/A5.20. MODIFY EXISTING ��C9, 1/8"=1'-0" WINDOW COVERINGS AS REQUIRED. <�$"" Craa 3. CENTER NEW WALL ON EXISTING BUILDING COLUMN. 4. PROVIDE WOOD PANEL, W-1, FACADE TO WRAP ENTIRE PARTIAL HEIGHT WALL ASSUME . WOOD PANELS TO BE MITERED AT CORNERS, SEE DETAIL 3/A5.20. hsLI I ,f C" 5. NEW 3'-0"± WIDE TEMPERED RELITE TO MATCH TENANT SUITE STANDARD, SEE DETAIL ''� i�7 6/A5.20. '� ; 6. NEW BUILDING STANDARD 15'-1"± BUTT GLAZED RELITE TO ALIGN WITH DOOR HEIGHT. •' ASSUME (3) EQUAL PANELS AS SHOWN. PROVIDE BUILDING STANDARD U–CHANNEL AT PORI ��OR'GON TOP AND BOTTOM WITH CLEAR STRUCTURAL SILICONE CAULKING AT ADJACENT GYPSUM ..'Z� 9 BOARD SURFACE. PROVIDE CLEAR SILICONE CAULKING AT BUTT SEAMS. ASSUME OF 0 CONCEALED HEADER ABOVE SAT CEILING TO PROVIDE STRUCTURAL BRACING AS A5.20. € E 2017 �' D I D R H O 'C II II . 11 o n 0 II 1 7. CONFIRM FEASIBILITY REQUIRED. SEE I OF RELS /US NG EXISTING PHONE BOARD WITH NEW (1) DEDICATED © _ G _ © CONFERENCE © 0 G I G 0 QUADRAPLEX OUTLET. PROVIDE NEW 4X8 PLYWOOD PHONE BOARD IF REQUIRED. © ALMRIGHTS ACKENZIRESERVED OFFICE OFFICE 11081 *Er • `^ 8. CONVERT EXISTING DUPLEX OUTLET TO DEDICATED. ® � OFFICE D �' OFFICE 61 $ THESE DRAWINGS ARE THE PROPERTY r7 �= 9. EXISTING SINK AND CABINETRY TO REMAIN. COORDINATE ALL EQUIPMENT SIZES WITH OF MACKENZIE AND ARE NOT TO BE 1106 1107 1109 I 1110 i TENANT. USED OR REPRODUCED IN ANY MANNER, i10. EXISTING UPPER CABINETRY TO BE RELOCATED. EXISTING LOWER CABINETRY TO BE WITHOUT PRIOR WRITTEN PERMISSION r 106 107. 3T108. 15 _1" r 109 1110• - OFFICE 2 OFFICE I DEMOLISHED. PATCH AND REPAIR WALL TO RECEIVE NEW FINISH. 1 t �Io b 11. RELOCATED MODIFIED UPPER CABINETRY. REVISIONS: ... • \ 12. PROVIDE ELECTRIFIED HARDWARE FOR TENANT PROVIDED KEYCARD ACCESS SYSTEM. o � C ASSUME CARD READER LOCKSET F86 GRADE 1, BUTTS, SEAL, STOPS, AND ELECTRIC N� REVISIONS REVISION DELTA 0 0 0 OPEN © iv - \ Ed THIS CLOSING DATE OFFICE (Irk 1 STRIKE AT SUITE BACK DOORS. COORDINATE FINAL SPECIFICATIONS WITH TENANT AND �o SHEET 1123 O. OFFICE TENANT'S VENDOR. D� I I I Ia1 rn 1113 \ 13. PROVIDE ELECTRIFIED HARDWARE AND ASSUME MAGLOCK AT EXISTING FULL GLAZED I I I 1 r « – – -r « « « "I OPEN 0 . D TENANT ENTRY DOORS FOR TENANT PROVIDED KEYCARD ACCESS SYSTEM. COORDINATE I I I I I I OFFICE „, FINAL SPECIFICATIONS WITH TENANT AND TENANT'S VENDOR. REMOVE EXISTING FLOOR I I « « « OPEN « .� 1 1 i 1121 , ICD \ LOCKING HARDWARE AND PATCH FLOOR AS REQUIRED PRIOR TO NEW FINISH r « « « -I' « « , ` INSTALLATION. OFFICE 1 I 1 1 / OFFICE 14. WORK STATION BY OTHERS. COORDINATE POWER SPECIFICATIONS WITH TENANT AND/OR • 1105ail 9 « « « « ” « 1 I ; i / I •1114 a`©; \ TENANT'S FURNITURE VENDOR. - �7iiii�rYY 15. COORDINATE FINAL SPECIFICATIONS AND INSTALLATION LOCATION WITH TENANT AND F 1 I k. ... .... ..t. — ..L. – – – J \ I BREAK SERVER ;; TENANT'S VENDOR. " I I COPY Q \ ��' 16. CONFIRM FEASIBILITY OF PROPOSED ELECTRICAL PLACEMENT. RELOCATE IF REQUIRED. 1103 r 102 - 1102 • r 10 -0 -_ �+ `' 1122 FE O CPT -. COORDINATE FINAL LOCATION WITH TENANT. `-""""' "" " 'I • \ 17. CONFIRM EXISTING WALL CONDITION ABOVE SAT. EXTEND TO STRUCTURE AS REQUIRED SHEET TITLE: HALL O 422' LW o I T DEMOLI11ON PLAN, 1104 �p Q OFFICE 4/ PARTIAL AT NEW DEMISING WALL LOCATION- N 1119. : © i •« - « -r �- « « I 1115 PARTIAL ELEVENTH -rr f a I a I I ALTERNATE KEYNOTES FLOOR PLAN, (IM RECEPTION :421: Qrl OFFICE - I iI OPENIEA AND NOTES 1101 ' -co 1119 _ F T1P� .�- o « ® .l OFFICE "�► j PROVIDE SEPARATE PRICING FOR THE FOLLOWING: FE`IAILIto I I I n. AA. PROVIDE NEW 2'-0" DEEP P-LAM LOWER CABINETRY. ti tio ® si yr I ® � A T Asr Ls. .. I . 1 1aRP l ea 46' vs r 10'-3"± • .. . .#1,_ - -} l [ DRAWN BY: US, CAK CP cfc; _ ._ . , = .,. HALL R OFFICE I II co - -a « -° -r• -- « • -I- « « •I 1___ 1116 1 CHECKED BY: SBH, PDK ® _ 1118 I OPEN 1 I OFFICE I I �• ® t,- o 1 1117 I 1 ,/ 0 SHEET: ;. o w:_ , III _ � -_v�_ rt,. �v�__ � � 8 ® _ 1 A1 .10 eTh PARTIAL ELEVENTH FLOOR PLANm o m . .vcy 1/8"=1'-O" I I Joe No. 2150954.51 I I PERMIT SET: 07/26/2017 215095451\4_DRAWINGS\ARCHITECTURAL\51-A1.10.DWG CM 07/26/17 10:34 1:96.00 El Architecture D Interiors Planning ® Engineering Portland,OR 503.224.9560 Vancouver,WA 360.695.7879 GENERAL NOTES Searle'WA 206.749.9993 www.mcknze.com A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-10"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. MACKENZIE. B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE • DETAIL 1/A5.20. 1 DESIGN DRIVEN I CLIENT FOCUSED C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL Client OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY DEFERRED SUBMITTAL. E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. SHORE ST E I N 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 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 I , DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR Project FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW ACADEMY MORTGAGE LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED CORPORATION AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. SUITE 1100 TENANT IMPROVEMENT 1= - -= area 1.11111111111116 --1 1- KEYNOTES _ _ LINCOLN TOWER 1 is En ...■■■ r ■■■■ nun �_ I 1. EXISTING MAIN SAT GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. 10260 SW GREENBURG RD. ; ; ; I I ' b 0' OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. TIGARD, OREGON - ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. ' 2. PATCH AND REPAIR CEILING ACT AND GRID WHERE AFFECTED BY NEW • ■■■ ■■■ ■ ■ an moo ui■ illaiiiinil • CONSTRUCTION. ��1�' C� ■■■ M ■■■ — _ ■■■ ■■■ mita ■■■■ % 3. RELOCATE HVAC COMPONENTS AS REQUIRED. / 4. PROVIDE NEW BUILDING STANDARD WALL WASH LIGHT FIXTURES CENTERED WITHIN r'J ' II NICHE FOR TENANT PROVIDED ART. CONFIRM FINAL LOCATION WITH TENANT. a ' ' D. 4. A ABNER ° ° I ; II N 5riik . PROVIDE 2 PENDANT LIGHT FIXTURES. CONFIRM FINAL SPECIFICATION AND ■ fir? ��� ► sw��^► lry�i����w�ir ■r■■ Ig�r ��n�c LOCATION WITH TENANT AND TENANT'S VENDOR. LIGHTS TO BE INSTALLED OVER • I �Ii�iG��//i►�r�►�"� �i ri�il�r�.i//i' E� ► ,j '� — TENANTS FURNITURE. n • �Ar t r Il ilirg 'I ar �� ■ PORT I, OREG� gi r■■ 6. PROVIDE BUILDING STANDARD HIGH LIMIT EXHAUST FAN. Ci 2 ! i �iiaQ�. .�� �r 1117\1111r �� � It \ 7. CONFIRM LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL OF E 1. r '-1 +•-r-' ► CONSTRUCTION, RELOCATE 1F REQUIRED. 0 YP /j Ty. ,� 4\� -{--1--t / i 1 ,.��. ?"�.. ° ° fi X11■■ ■ ■ on ■■■■ ■■11■■ < /\ I I ! �� / ° ■NIDI ■■M ■u ', © MACKENZIE 2017 ■■■■ ■■■ ■■■ _ �: ALL RIGHTS RESERVED _ \^ ° WI -1--` a ° r o ._ �" / I / \ t \, THESE DRAWINGS ARE THE PROPERTY I n ✓ _ OF MACKENZIE AND ARE NOT TO BE' (�6 I `" " " ■■�E■■ // / C �I ?= \ USED OR REPRODUCED IN ANY MANNER, of r -I �/ ; I -a'M1�_ I Ilk I I / ///J//C y / _ ' �s WITHOUT PRIOR WRITTEN PERMISSION I ,- El J . . .. . E ° ;A+ REVISIONS: 1 AI � .,,.. _ , ■■■ ,4wi i■■i /nAIM ii j > REVISIONS REVISIOCLOSING DATE DELTA It , aal '�'"Y �► ' ww SHEET All lir ,3,,, t ;2 0 . ,■ • ...„\74 . I s , ,......rwan �o •, 1 • 1 II I I I ,•• `, 7 '' SHEET TITLE: REFLECTED (Th REFLECTED CEILING PLAN CEILING PLAN \e1.29/ 1/8"=1'-o" AND NOTES , DRAWN BY: TJS, CAK CHECKED BY: SBH, PDK 1 J SHEET: A1020 , , JOB NO. 2150954.51 I PERMIT SET: 07/26/2017 215095451\4_DRAWINGS\ARCHITECTURAL\51-A1.20.DWG CAK 07/26/17 11:21 1:96.00 NOTES: B. FINISHENDS, E. SHIM AS REQUIRED DOOR SCHEDULE B. CONFIRM REQUIREMENTS AND SIZES E. ALLLCABINET FACES AND DOORS, PL-1 DOOR DOOR DOOR FRAME HDWR FOR ALL EQUIPMENT/APPLIANCES F. ALL EXPOSED EDGES AT DOORS AND SHELVING DOOROPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH DETAILS GROUP RATING COMMENTS PRIOR TO CONSTRUCTION OF TO BE P-LAM TO MATCH ADJACENT CABINETRY VERTICAL SURFACES. MI . EXIST 3'-0"x8'-8"f EXISTING DOOR -- -- C. ALL COUNTER TOPS, EDGES AND 1102A 3'-0"x8'-8"± 134" FL SC S HMK FF 5/A5.20 H-2 -- 1BACALL CO LASHES, PL-2 1106A 3'-O"x8'-8"f 134" FL/R SC S HMK FF 6/A5.20 H-1 -- -- Architecture ° Interiors 1107A 3'-0"x8'-8"t 134" FL/R SC S HMK FF 6/A5.20 H-1 -- a -- PlanningEngineering 1108A 3'-0"x8'-8"± 1/4" FL/R SC S HMK FF 6/A5.20 H-1 -- -- 1109A 3'-0"x8'-8"± 134" FL/R SC S HMK FF 6/A5.20 H-1 -- -- 1110A 3'-0"x8'-8"± 13/4" FL/R SC S HMK FF 6/A5.20 H-1 -- -- 1119A 3'-0"x8'-8"± 134" FL/R SC S HMK FF 6/A5.20 H-1 -- -- 8'-10" #150 AFF HARDWARE GROUPS: ABBREVIATIONS: Portland,OR H-1: PASSAGE EXIST EXISTING 503.224.9560 LATCHSET F75 GRADE 1, FF FACTORY FINISH Vancouver,WA 360.695.7879 BUTTS, SEAL, STOPS FL FLUSH H-2: STOREROOM/SERVER FL/R FLUSH WITH ADJACENT NON INTEGRAL RELITE Seattle,WA 206.749.9993 LOCKSET F86 GRADE 1, HMK HOLLOW METAL KNOCKDOWN www.mcknze.com BUTTS, SEAL, STOPS S STAIN /N AINSC SOLID CORE WOOD o \� __ IN _ _p X > MACKENZIE. DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: N \/ \� 7DESIGN DRIVEN a16R7 FOCUSED Ati 1 1. PROVIDE LOUVER IN NEW A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, -+ i' Client DOOR. AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. 8'-9"t B. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, (5) EQ. CABINETS m INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. C. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT o BUILDING STANDARDS. rr D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE W SHORE STEIN MEASUREMENTS BASED ON FIELD OBSERVATION. 11010ENEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE (ThRECEPTION 4.10 ALTERNATE 1/4"=1'-0" Li POSSIBLE. w I I ROOM FINISH SCHEDULE Project ACADEMY MORTGAGE FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING CORPORATION ROOM CEILING NO ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT L HT. FINISH COMMENTS SUITE 1100 FINISH FINISH FINISH FINISH FINISH FINISH MADE. TENANT IMPROVEMENT 1101 RECEPTION LVT RB GB/W/P P P P EXIST EXIST 1 1102 SERVER EXIST RB P P P GB/P EXIST EXIST 1103 BREAK EXIST RB P GB/P P P EXIST EXIST LINCOLN TOWER 10260 SW GREENBURG RD. 1104 HALL CPT RB -- P P P EXIST EXIST 11GARD, OREGON 1105 OPEN OFFICE CPT RB GB/P -- P P EXIST EXIST 1 1 1106 OFFICE CPT RB P GB/P GB/P P EXIST EXIST 1107 OFFICE CPT RB P GB/P GB/P GB/P EXIST EXIST 013 `1108 CONFERENCE CPT RB P GB/P GB/P GB/P EXIST EXIST 2'-1"1109 OFFICE CPT RB P GB/P GB/P GB/P EXIST EXISTpirP-LAM EDGES414. ,? 1110 OFFICE CPT RB P P GB/P GB/P EXIST EXIST & BACKSPLASH AL D• •l: ' 7 1111 OFFICE CPT RB P P P P EXIST EXIST I �:VII 1112 OFFICE CPT RB P P P P EXIST EXIST -... -- -�I� 1113 OFFICE CPT RB P P P P EXIST EXIST POR I, �'EG� 1114 OFFICE CPT RB P P P P EXIST EXIST tla (1) ADJ MELAMINE '!"•1115 OFFICE CPT RB P P P P EXIST EXIST # SHELF OF �l• 1116 OFFICE CPT RB P P P P EXIST EXIST J ! 1117 OPEN OFFICE CPT RB -- P GB/P GB/P EXIST EXIST w 1118 HALL CPT RB GB/P -- GB/P P EXIST EXIST o © MACKENZIE 2017 1119 OFFICE CPT RB P GB/P GB/P P EXIST EXIST P-LAM FACES p ALL RIGHTS RESERVED 1120 OPEN OFFICE CPT RB -- P -- GB/P EXIST EXIST THESE DRAWINGS ARE THE PROPERTY 1121 OPEN OFFICE CPT RB P P P -- BASE OF MACKENZIE AND ARE NOT TO BE EXIST EXIST I USED OR REPRODUCED IN ANY MANNER, 1122 COPY CPT RB -- P P P EXIST EXIST ♦ Elei ft WITHOUT PRIOR WRITTEN PERMISSION 3 1123 OPEN OFFICE CPT RB GB/P -- GB/P/W -- EXIST EXIST 4 3 p • i REVISIONS: ABBREVIATIONS: F- FINISH SCHEDULE NOTES: Z A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET 8 COUNTER SECTION w N� REVISIONS REVISION DELTA y 5,i THIS CLOSING DATE TO BE COORDINATED WITH TENANT. EXIST EXISTING A4.10 ALTERNATE 3/4"=1'-0" 03 �o SHEET B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD 0 ' AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT I WALLS THROUGHOUT. ASSUME 10% OF WALLS TO RB RUBBER BASE RECEIVE ACCENT PAINT, CONFIRM FINAL LOCATION(S) ,LVT LUXURY VINYL TILE WITH TENANT. 1 C. PROVIDE NEW BUILDING STANDARD CARPET TILE AND W WOOD PANEL FACADE RUBBER BASE THROUGHOUT, UNLESS NOTED OTHERWISE. NEW BUILDING STANDARD UPGRADED LVT I1 AT RECEPTION. EXISTING VCT TO REMAIN AT BREAK AND SERVER. I I FINISH SCHEDULE COMMENTS: 1 1. PROVIDE LVT TRANSITION STRIPS TO MATCH SHEET TITLE: SELECTED LVT. CASEWORK ' ELEVATION, DETAIL, AND SCHEDULES SCHEDULE OF INTERIOR FINISHES CPT-1: CARPET TILE: BUILDING STANDARD, COLOR TBD LVT-1: LUXURY VINYL TILE: BUILDING STANDARD, COLOR TBD . PL-1: PLASTIC LAMINATE: VERTICALS, BUILDING STANDARD, COLOR TBD DRAWN BY: CAK PL-2: PLASTIC LAMINATE: COUNTERTOP, BUILDING STANDARD, COLOR TBD CHECKED BY: SBH, PDK P-1: GENERAL PAINT: BUILDING STANDARD, COLOR TBD SHEET: P-2: ACCENT PAINT: COLOR AND LOCATIONS TBD RB-1: RUBBER BASE: BUILDING STANDARD 4" COVE BASE, COLOR TBD A4.10 W-1: WOOD PANEL FACADE: ASSUME TERRAMAI LOST COAST WEATHERED RAILS PANELING I JOB NO. 2150954.51 I PERMIT SET: 07/26/2017 215095451\4_DRAWINGS\ARCHITECTURAL\51-A4.10.DWG CAK 07/26/17 10:39 1:1.00 • FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 TOP OF WALL DETAIL PER BERC 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 8" MAX. X/XX.X SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT CLIP ( f J c i __ lel/ /1 11111_ 1 STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER •0:%%.N.N.N%N..3/4:01: R BAR (/ / MITER CORNER 362S125-43 STUD ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS kM.3''� BRACING TO UNDERSIDE WITHIN 8" OF PERIMETER m,�� OF EXISTING FLOOR/ M0. ROOF CSD 6'—O" oc LATERAL BRACING WITH APPROVED VERTICAL #1 ALTERNATING W/ (2) #8 �,� COMPRESSION STRUT AT 12'-0" OC EA WAY 2" S 4/ SMS AT EA END COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMBArchitecture ® Interiors Planning a Engineering } ft "ATTACHED WALL ASSEMBLY PER WALL" OO00• ,4 10/A5.20 362S125-18 ® 16" oc a , e• OCEOJNG EDGE AT WALL NTS 1 FURRING AS REQUIRED 0 NOTE: FOR UNATTACHED WALLS PROVIDE A 11 TO MAINTAIN FINISH 45° �45. Portland,OR r'" " " 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP FACE ALIGNMENT PER _ _ 503.224.9560 - DO NOT SCREW BERC 2 CLIP TO TRACK PLAN SAT CEILING PER PLANS Vancouver,WA 360.695.7879 CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE MAX. LENGTH /CEILING Seattle,WA MAIN RUNNERS AT 4'—O" OC SUPPORT WITH #12 1/2" DIA CONDUIT (EMT) 5'-10" I Al8'-10" AFF 206.749.9993 vfAX 3/4" DIA CONDUIT (EMT) T-8" " n B/GYP BD www.mcknze.com /6'—O" MAX WIRE AT 4-0 OC OR WITH #10 WIRE AT 5-0 OC EA WAY 1" DIA CONDUIT (EMT) 9'-9" WOOD PANEL, W-1 �g'-8" AFF LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0 OC —'/— EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND SGL 1625125-33 MTL STUD 12'—O" GYP BD M AC K E N Z I E. 2" FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) DESIGN DRIVEN I CLIENT FOCUSED NOTE: BACK TO BACK 162S125-33 15'-0" ZGLAZING CHANNEL ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG MTL STUDS (1-5/8"x2OGA) V Client STRUCTURE. TRAPEZE DUCT WORK " w TEMPERED GLAZING PER APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SGL 2505125-33 MTL STUD 13'-6" SPECIFICATION o WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS (2-1/2"x20GA) 1 I- SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 250S125-33 15'-0" p WALL BEYOND ASTMC636 AND ASTME580 MTL STUDS (2-1/2"x2OGA) o J I 1 SUSPENDED CEILING BRACING 9WOOD WALL • OUTSIDE CORNER 3 (Th BUTT GLAZING HEAD CONDITION SHORE 5 T E ► N 520 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z 3"=1'-0" 0 5.20 1 1/2'=1'-0' THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 0 3 0 . .1 SOUND ATTENUATION BATTI AS OCCURS Project railGYP BD WALL AS OCCURS ACADEMY MORTGAGE - ATTACH STUD TRACK r � THROUGH GRID TO CORPORATION • _ SOUND ATTENUATION BATT � � BRACE ABOVE TEN�AP(T IMPROVEMENT AS OCCURSiol SUSPEASSEMBLY /NDED CLG WALL BEYOND-� GYP BD WALL AS OCCURS � II I� DOUBLE STUD AT JAMB, TYP f�IllaSST �—'� —moi LINCOLN TOWER LIME111 �`_/��`—, TEMPEREDGLAZING PER �TI�G�ARD REGON GREG �' — �' SPECIFICATION , I CUT TILE FOR TIGHT METALSTUDBRACING �`– FIT AT WALLS I TO FLOOR STRUCTURE AT 8'-0" DOUBLE STUD AT JAMB, TYP w MATCHOSUITE STANDARD CASING BEAD BRUSHED ALUMINUM ��5�"" Cy OC W/ (2) #8 SHEET METAL = r USG 200-A 1 1 I 1 SCREWS AT EACH END. STUD SIZING CHANNEL • . L p � z � ( PER SPAN TABLE. BRACING TO BE RESILIENT SPACER { DOOR FRAME TO > SOUND ATTENUATION 11 PROVIDED WHERE DISTANCE BETWEEN o ATTACHMENT = MATCH SUITE STD AT ALL NEW WALLS, TYP. PERPENDICULAR INTERSECTING WALLS o re /D OR w OR HORIZONTAL BRACING BETWEEN a FLOOR FINISH OREGON *- ;3/4e - � leAlly _�` I _I��rMill 1 WALLS EXCEEDS 8'-O" OC '� GYP BD EA SIDE 1METAL STUDS SEE WALL HEIGHT OF \s ���t ( I TABLE FOR GAUGE AND SPACING , 1 W� �. 1II1 CONT ACOUSTIC SEALANT1 EA SIDE AGAINST TRACK © MACKENZIE2017_-�� IL SIDE LIGHT AS OCCURS 1 1i �1 I �NO SEALANT AT SIM CONDir \\\ ALL RIGHTS RESERVED I �1I WITH 1/4" TEMPERED GLASS 1/2" MAXPERTY k('' \ THESE FSACKENZE AND ARE NOTAWINGS ARE THE TOBE 'II FLOOR SYSTEM US OR REP OR CED IN N NYM ANNERBOTTOM TRACK TO FINISHwICONCRETE SLAB FLOOR W/ POWDER DRIVENI J ANCHORS AT 4'-0" OC 3 F- REVISIONS: 5 TYP INTERIOR DOOR ©TYP INTERIOR DOOR NON—BEARING WALL Zs RELITE SILL DETAIL AT FLOORmN� REVISIONS REVISION DELTA nrnnr n nCC CC , n -.1 n r n NwW5.20 HEAD SIMILAR 3 =1 —0 0 HEAD SIMILAR 3 =1 -0 0 1 1/2"=-1'-0" —» THIS CLOSING DATE 0 00 5,20 AT FLOOR AND SUSPENDED CEILING 3 =1 -0 3 5.20 /2 =1 —0 cc c) SHEET 1 * LINCOLN TOWER STUD SIZE: 2N" 1 1 �� GYPSUM BOARD PARTITION _ 4 PARTIAL WALL © 6'-O" A.F.F. p LIMITING WALL HEIGHT TABLE 1 • .� MITERED �r _r v o4 METAL DECK AS OCCURS INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 05psf , SOUND ATTENUATION BATT TS3"x 3"x96" POST ® • DESIGNATION SPACING MAX. WALL HEIGHT 1 CORNERS AT ALL WALLS, TYP. UNSUPPORTED END OF WALLS �� )3" DEFLECTION SPACE „ AND 4'-0" OC ® (DO2505125-18 24" 8 -4I ♦ • I . v NOT FASTEN STUDS 2505125-18 16" 9'-7" SHEET TITLE: • LINE OF SILL AS OCCURS OR GYP BD TO RUNNER) ��11,i \it2505125-27 24" 9'-10" DETAILS , MIN.J ' T/ANGLE SUPPORT ® 4'-D° ABOVE I�� CONT 18 GA METAL R 250S125-18 16" 11'-3" ALUMINUM TRIM PIECE "CEE" (�I EXIST CONCRETE SLAB �1 FASTENED TO DECK AT 2'-O" 3625125-18 24" 13'-5" . W/ 1N" RETURNS, FINISH OC STAGGERED . TO MATCH WINDOW FRAMES I n �, 3625125-18 16" 14'-4" 3 20 GA. METAL STUDS (ANODIZED BUILDING ® 16" o.c. 1 1 FASTEN RUNNER TO R 3625162-33 16" 16'-5" �• STANDARD) _ GYP BD !�1 1 AT 2'-0" OC r EA SIDE 1 362S162-43 16" 18'-0" • : / WOOD I 1/4 SOUND BATT INSULATION AS OCCURS �il 6005162-33 16" 24'-6" ..„ wal, NEOPRENE SEAL f1? 3/4"x3 "x0'-9 I " TYP AT DEMISING WALL FACADE DRAWN BY: TJS, CAK �/, METAL STUDS SEE WALL HEIGHT INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS 1 5/8" DIA SIMPSON WEDGE ALL ; �' TABLE FOR GAUGE AND SPACING WITH CERAMIC TILE FACING L/360 c 5psf X " 11 CHECKED BY: SBH, PDK EXPANSION ANCHOR ® 6 GA L� j WITH 4 l" MIN EMBED W/ j lii CONT ACOUSTIC SEALANT DESIGNATION SPACING MAX. WALL HEIGHT SHEET: i x STOREFRONT GLAZING 1/4"x2"x2" PLATE WASHER ON II i EA SIDE AGAINST TRACK " cn Y I1 l SYSTEM j , a BOTTOM SIDE. LOCATE ONE j� NO SEALANT AT SIM COND 3625125-18 16 12'-4 N . BOLT AT FULL 5 X" SLAB I 3625125-33 16" 14'-3" w A5. 20 4° \ THICKNESS 1/2" MAX ______ i -I co EXISTING CONC SLAB BOTTOM TRACK TO FINISH WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH < J U CONCRETE FLOOR W/ POWDER DRIVEN 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" 0.C. MAX. I-- , 2 9 WALL AT EXTERIOR MULLION 10 PARTIAL HEIGHT WALL nGYP BD PARTITION at METAL DECK w 12 WALL HEIGHT TABLE JOB No 2150954.51 5.20 3"=1'-0" d ' 520 1" = 1'-O" cc ' 520 3"=1'-0" E • 5.20 PERMIT SET: 07/26/2017 Q_ 215095451\4_0RAWINGRCHITECTURAL\51-A5.20.DWG CAK 07/26/17 10140 1:1.00 J1 J 3