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Plans (29) BUP2O17 - 00056 dL1 ,..:.., GENERAL DEMOLITION NOTES • A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS " 1:. REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A2.1 FOR FINISHES. B. 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 VACANCY SPACE ... , , �,Y* PLANS CZAR FISHALLCATIOBE CALN BE LED THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE / \ -. - • D. C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE „ �1 USE. PFIEP Architecture II Interiors 1. rs D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF Planning Engineering Q TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. irk fil _ E. CAP ALL ABANDONED PLUMBING,. ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES s .,, -- ; AS REQUIRED. t `" :: F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. RECF"- / TENANT IMPROVEMENT 1 C 400 400 G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION cr FPI THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN Portland,OR -C :c APPROVAL OF THE ARCHITECT/DESIGNER. MAR 7 503.224.9560 T t T 2011 LINCOLN TCWEGENERAL NOTES ' Lir) ,�9 r 360.695.7879 \",-, I l BUILDING I IVISION Seattle WA _ ; , - - 1 } A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED OTHERWISE. ' :\__,_(--- - - 206.749.9993 s s B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 10260 SW GREENBURG RD 0 C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. wwwFmcknze.com -C D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. \:::" (11).' E. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN MACKENZIE. PERFORMED (ON 12/14/2016, WHILE VACANT) AND PLAN AND ELECTRICAL INFORMATION TIGARD OREGONDESIGN DRIVEN I CLIENT FOCUSED HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). 7 1 T _-;; CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. Client F. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH INDEX OF DRAWINGS \ .a � __.::.___,, _ PRODUCTS. """ £J m G. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE '"' " 2.1 DEMOLITION PLAN, PARTIAL FIFTH FLOOR PLAN, FINISH SCHEDULE, SITE PLAN, ''.;' Sc.'..' ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. - -- NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. KEY PLAN AND NOTES SHONE STEIN H. ADD SOUND INSULATION IN ALL NEW WALLS. A8.1 REFLECTED CEILING PLAN, DOOR SCHEDULE, DETAILS AND NOTES _ ° KEYNOTES SCOPE OF WORK OFFICE coy THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS[I 11 FI 11 11 11 lF 11 11 1F 1. CONFIRM FEASIBILITY OF PROPOSED DEMOLITION WHERE INDICATED ON PLAN. NOTIFY . FOR AN APPROXIMATELY 2,954 SQUARE FOOT TENANT ON THE 5TH OF 12 FLOORS. ARCHITECT OF ANY CONCEALED CONFLICTS. WORK TO INCLUDE DEMOLITION, NEW WALLS, ENTRY DOOR AND RECITE. I 1 2. ALIGN NEW WALL WITH EXISTING WALL Project 1 DEMOLITION FLOOR PLAN 3. PATCH AND REPAIR EXISTING CORRIDOR FINISHES AS NEEDED. MATCH EXISTING BUILDING LANDLORD A©P OF TIGARD VACANCY SPACE STANDARDS. APPROVAL: A2.1 1/8"=1'--O" 4. NEW 3'-0"f CLEAR GYPSUM BOARD OPENING. ASSUME TO SIZE OPENING TO RSL E R cODE CES pL 'ntCE: PREP ' ,. ' ACCOMMODATE FUTURE DOOR AND FRAME. App t � • SUITE 525 oD OTCs 1� G�v-AJ 4 In- )1�- TENANT u , ESIGN/CODE DATA IMPROVEMENT Permit#t�; 6uP � � unlcOuN TOWER 0 . LEGEND gICoDE:OVERNNG 2014 OSSC Address: ,t 66a� , I �-, 260 SW CEENBl1RG Al) �i �° I CCUPANCY B Suite#: L:::?; F 3 EXISTING CONSTRUCTION TO BE DEMOLISHED CONSTRUCTION TYPE: TYPE I-8 By. :th,�F= ATIGARD, OREGON TENANT AREA (APPROX): APPROX. 2,954 S.F. Dates �� �` °' 1 EXISTING WALL TO REMAIN OCCUPANCY LOAD: 30 - nano , NEW WALL TO UNDERSIDE OF GRID, SEE 2/A6.1 1 REQUIRED EXIT, 1 EXIT PROVIDED ti OFFICE }-Jr. , RECEPTION ,€ _�, ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE D s 504 » _.-.-- .. . . . EXISTING 2 HOUR RATED WALL TO REMAIN 501 BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION � EXISTING 1 HOUR RATED WALL TO REMAIN WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER fril: • T PQ. .I•, i /4) EXISTING DEMISING WALL TO REMAIN r:- _n_ _-_, i g it. , ai. /ilk M - I �= SERVER OFFICES OFFICE BREAK i TOPEN OFFICE 1505 506 507 508 : EXISTING FLUSH FLOOR ELECTRICAL DEFERRED SUBMITTAL r >\ICED 503 �. ,� 0 ' CT VCT 2014 OSSC SECTION 107.3.4.2 (byseparate permit) 0EXISTING QUADRUPLEX OUTLET P P ) T ` `r � ,, I, FIRE SPRINKLER ` f------ a "' EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION FIRE ALARM ID- ;= TN__ Q MACKENZIE 2017 �ii>y C'T �, MECHANICAL ALL RIGHTS RESERVED CPT �' 0 , • EXISTING COVERPLATE -� ELECTRICAL THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE ) Ff i S EXISTING LIGHT SWITCH PLUMBING USED OR REPRODUCED IN ANY MANNER, EXIT ILLUMINATION WITHOUT PRIOR WRITTEN PERMISSION ,I FE EXISTING FIRE EXTINGUISHER 1 I \N,,,,, OPFICE el FS NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN REVISIONS: EXISTING FIRE STROBE z , �i OF THESE SYSTEMS COMPONENTS, THESE SYSTEMS COMPONENTS SHOWN ON DOCUMENTS oQ - � ''•` ° O EXISTING THERMOSTAT SYSTEMS/COMPONENTS, �,�. REVISIONS REVISION DELTA gm : ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT » THIS CLOSING DATE _ a 50QA �a SHEET s: '' DOOR NUMBER SYMBOL DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW el PRIOR TO SUBMITTAL I - 0 KEY NOTE FOR REFERENCE -r ,w • EXIT REQUIRED EXIT VALUATION CITY O TiGARD , 11 I/ R II �-- IT .""Tr' IT ,1 Approvpri hy Panning 1 VALUATION OF WORK = - $19,000 Date: T / 1 1 (1 *BUILDING IS COMPLAINT Initials: Vv10 :• PARTIAL FIFTH FLOOR PLAN SWI ,u -- ___ 1 n ,r '�'�t r�} r ��li .OYv ��7"r'�, a 1 , . I I A2.i ' 1 P 1/8"-1'-0" ,��b �--L� � .� �,-�.�� � ' "� � � _ �r- SHEET TITLE: u „� 4: , - ; ,.., ,I# iliumhp-Timpiridno DEMOLITION PLAN, ! a 1,:4-.i. -2:" -0 st}0_--0I-no, ';f- - S7R1iG'I 'v.at wG ,` f t . , ,, / PARTIAL FIFTH ROOM FINISH SCHEDULE SCHEDULE OF INTERIOR FINISHES . 1 .- ,,A., ' fi F w r� so: FLOOR PLAN, FINISH FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING ,;---,t-... . -� i '� \f a . , SCHEDULE, SITE le ROOM F F CEILING CPT-1: UPGRADED BUILDING STANDARD CARPET TILE, TBD �,` } ` '; ."\'' - Hyl. illimmii.'IF �'ROOM NAME MAT L MAT L MAT . MAT L MAT L MAT L FINISH `- `'\ '.. 1111111111 A NO HT. . , -1r-r' =4--„,l.x amigo . -0. _ _ ►i1 PLAN, KEY PLAN FINISH FINISH FINISH FINISH FINISH FINISH MAT L COMMENTS VCT-1: BUILDING STANDARD, TBD �'` . ° , 4 I II1 AyriPS AND NOTES 501 RECEPTION CPT RB EXIST EXIST EXIST GB/P EXIST EXIST Nor �' ” 502 OPEN OFFICE CPT RB GBP EXIST EXIST EXIST EXIST EXIST RB-1: BUILDING STANDARD, TBD -' `' c� i.... .- _ _ ��" �. a Ali dpi , .. �, 503 OPEN OFFICE CPT RB EXIST EXIST EXIST EXIST EXIST EXIST ` - k,, I€ ~i{�• �� 1 504 OFFICE CPT RB EXIST EXIST EXIST EXIST EXIST EXIST P-1: PAINT TO MATCH EXISTING ..4-i„!1, i. `" "° ' : � g., 1, c,` � ;NAI mi mg DRAWN BY: KMJ f '. . .�, .e.l�wwr `� '°a# + ya r 24�r q j k g w ,z E ? _505 SERVER VCT RB EXI57 EXIST EXIST EXIST EXIST EXIST . . .Aro V^t Y 506 OFFICE CPT RB EXIST EXIST EXIST EXIST EXIST EXIST , Y "j�y2 CHECKED BY: SBH, PDK STMJCTIIAEO FARR'70 8 PAItN'IG s s s :- lib I I 507 OFFICE CPT RB EXIST EXIST EXIST EXIST EXIST EXIST , ' , � 508 BREAK VCT RB EXIST GB/P GB/P EXIST EXIST EXIST --_ -. _ AREA OF WORK1.!:-i-,..-., I :%$,.; ,, ° ; .IIII SHEET: •--•..__._.—...___.___.___.. SW Oak Slr, _ _-._... __- _. ____. +.ilfia ' ms■ a'` •' rl a. s ■ FINISH SCHEDULE NOTES: ABBREVIATIONS: 7�w- LONGEST COMMON PATH A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET OF TRAVEL = 99'-5" TO BE COORDINATED WITH LANDLORD. EXIST EXISTING AREA OF WORK 2.1 B. PATCH, REPAIR AND PAINT ALL EXISTING WALLS GB GYPSUM BOARD 3 SITE PLAIN 4 KEY PLAN WHERE AFFECTED BY CONSTRUCTION. ASSUME PAINT TO MATCH EXISTING WALL COLOR AND TERMINATE TO P PAINT A21 NTS A21117‘ FIFTH FLOOR NTS 1JOB NO. NEAREST INSIDE CORNER. RB RUBBER BASE 2150954.41 C. PROVIDE NEW FLOOR FINISH AND RUBBER BASE VCT VINYL COMPOSITION TILE TRUE PLAN F THROUGHOUT. NORTH NORTH PERMIT .SET: 03-06-2017 215095441\4_,DRAWIHGS\ARCHITECTURAL\41-A2.1.DWG •KMJ 03/06/17 11:25 1:96.00 1 GENERAL NOTES 33 MIL 3-1/2" METAL STUD BRACING ..e '� TO FLOOR STRUCTURE AT 8'-O" OC A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-10"± (EXISTING) AFF, UNLESS NOTED W/ (2) #8 SHEET METAL SCREWS AT OTHERWISE. �� IIilIiiiI1I 1 I ®► EACH END. BRACING TO BE PROVIDEDB. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE WHERE DISTANCE BETWEEN DETAIL 3/A6.1.PERPENDICULAR INTERSECTING WALLS41 it `\,4 C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL ly OR HORIZONTAL BRACING BETWEEN All ■' ` '' WALLS EXCEEDS 8'-0" OC OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. D. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON Architecture Interiors U. r1■®1i • '� �II�II�' / � .� " ,. COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC Planning . Engineering /AtI ' m��\ EQi�lQiU UUIlii �� i L ., ``■_ 3 SOUND ATTENUATION BATT. 4 -0 BUTTON. - CENTERED ON WALL WHERE NOTED. E. REPLACE DAMAGED AND EI IN WH R F■■ ■■ w a SOILEDCEILING G TILES WHERE AFFECTED BY CONSTRUCTION TO 44■■■n■■■ . 1111IF' . MATCH EXISTING. ■■rr■■ ` CUT TILE FOR TIGHT FIT AT WALLS F. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING - SUSPENDED :: : :-_:_ ,,: LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND AI DEPENDANT ON , ■�� r■■ I� ; ; ; ► Inr CEILINGCASING BEAD USG 200-A OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN Portland, OR ■■u■■ , ■■■ 1 I uATTACH STUD TRACK THROUGH GRID CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND r 503.224.9560 I� GYP BD � D ION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR/ 111111Vancouver, WA IIII EA SIDE lrirgliolIllh FIXTURE PLACEMENT LOCATION WITHIN ANY AREA OF THE SPACE. FINAL LAYOUT TO SOUND ATTENUATION INSULATION PLACEMENT/LOCATION AME ■■ ■'I,■.II,._■'I'■■..■_.�I.�■■�■,,'■��� ■■ ■'� BE REVIEWED AND APPROVED BY LOCAL JURISDICTION. -111911 W !! 1! — ----- METAL STUDS AS OCCURS -- SEE PLAN Seattle,WA �r ■ i �I , i — KEYNOTES WALL HT. BOTTOM TRACK TO FINISH FLOOR 206.749.9993 ii r TABLE FOR KEYNOTESSIZE AND � WITH POWDER DRIVEN ANCHORS AT www.mcknze.com \ 4'-O" OC I 1. RELOCATE HVAC BY DEFERRED SUBMITTAL. MACKEN ZI ECONT ACOUSTIC SEALANT EACH SIDE AGAINST TRACK NO SEALANT AT SIM 2. RELOCATE SPRINKLER BY DEFERRED SUBMITTAL. DESIGN DRIVEN I CLIENT FOCUSED r■■u■■ u■ ■■Ir ■ ■■ ■■r ■ -._ ■ _ ■_ ■.u■ COND Client I „Aid _ F / CONCRETE SLAB L I !7,7____7NEIDXIST ING CONSTRUCTION TO BE DEMOLISHED ^,� SHORE STEIN IiiiiI II iii■;Ii�ioa'rL�II ...!� o I I EXISTING WALL TO REMAIN III CC F �` ® I 11 I ,It� I, _ NEW WALL TO UNDERSIDE OF GRID, SEE 2/A6.1 NON BEARING WALL1 REFLECTED CEILING PLAN Cil 6.1 AT FLOOR AND SUPENDED CEILING 3"=1'-O" Q 1 EXISTING 2 HOUR RATED WALL TO REMAIN A6.1 1/8"=1'-O" FLOOR OR ROOF STRUCTURE EXISTING 1 HOUR RATED WALL TO REMAIN I 1 * LINCOLN TOWER STUD SIZE: 2 1/2" I I EXISTING DEMISING WALL TO REMAIN Project — POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 VACANCY SPACE ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 8" MAX. CLIP EXISTING CEILING GRID SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT PREP STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER LIMITING WALL HEIGHT TABLE SUITE 525 T N M ADDI IO 8"AL #12 WIRE SUPPORT AT ALL ME BERS //0 3� INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf "� EXISTING 2'x4' LIGHT FIXTURE TO REMAIN TENANT WITHIN OF PERIMETER ,) IMPROVEMENT — LATERAL BRACING WITH APPROVED VERTICAL ® ® DESIGNATION SPACING MAX. WALL HEIGHT DEMOLISHED 2'x4' LIGHT FIXTURE TO BE RELOCATED LINCOLN TOWER ° . . , , . COMPRESSION STRUT AT 12'-0" OC EA WAY '''43'' ° °J 250S125-18 24" 8'-4" 10260 SW GREENBURG RD COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ,. RELOCATED 2'x4' LIGHT FIXTURE TIGARD, OREGON 250S125-18Mr 16" 9'-7" " 250S125-27 24" 9'-10" ATTACHED ° DEMOLISHED 2'X2' LIGHT FIXTURE 11W,T , v v V v —Y v v v WALL °0° ° 250S125-18 16" 11'-3" '04k) Erc OOy a ` 362S125-18 24" 13'-5" 1F ,t `FJ EXISTING SUPPLY/RETURN VENT TO REMAIN II _ G O NOTE: FOR UNATTACHED WALLS PROVIDE A NT2" 362S125-18 16" 14'-4" `` '� / s' ' x x SI TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 362S162-33 16" 16'-5" ` _ `\ DEMOLISHED SUPPLY/RETURN VENT TO BE RELOCATED . ~/ .� I:* � 1--------- 11, -- DO NOT SCREW BERC 2 CLIP TO TRACK 362S162-43 16" 18 -0 " EXISTING EXIT SIGN TO REMAIN TABLE MAX. LENGTH 600S162-33 16" 24'-6" `.. e' CROSS RUNNERS FIT BETWEEN MAIN RUNNERS �I+' 1/2" DIA CONDUIT (EMT) 5'-10" EXISTING SPRINKLER HEAD TO REMAIN MAIN RUNNERS AT 4'-0" OC �. INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS 3/SUPPORT WITH #12 WIRE AT 4'-0" OC OR DIA CONDUIT (EMT) 7'-8"' , WITH CERAMIC TILE FACING L/360 ® 5psf DEMOLISHED SPRINKLER HEAD TO BE RELOCATED 6'-0" MAX 1" DIA CONDUIT (EMT) 9'___9" WITH #10 WIRE AT 5'-0" OC EA WAY SGL 162S125-33 MTL STUD 12'-O" © ALL RIGHTS ZI2017 RESERVED LATERALLY BRACE MAIN RUNNER TO (1-5/8"x2OGA) DESIGNATION SPACING MAX. WALL HEIGHT Q KEY NOTE FOR REFERENCE THESE DRAWINGS ARE THE PROPERTY NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 1625125-33 15'-0" 362S125-18 16" 12'-4" OF MACKENZIE AND ARE NOT TO BE ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS (1-5/8"x2OGA) 362S125-33 16" 14'-3" I� UWIT WD ITHOUT OR WRITTEN PERMISSION CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF (2-1/2"x2OGA) °Q° REVISIONS: CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH f- DOOR SCHEDULE BACK TO BACK 250S125-33 15'-0" . STRUCTURE. TRAPEZE DUCT WORK 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. I— oQ REVISIONS REVISION DELTA WIRES TO HAVE A 200# CAPACITY. MTL STUDS (2-1/2"x2OGA) _ » THIS CLOSING DATE AND OTHER LARGE OBSTRUCTIONS - a c? DOOR DOOR DOOR FRAME HDWR W W SHEET SUSPENDED CEILING BRACINGreiWALL HEIGHT TABLE DOOR DETAILS RATING COMMENTS �o OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP l [ < EXIST 3'-0"x8'-9"± EXISTING DOOR ��A6.1 I NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS J A6.1 Q 501A 3'-0"x8'-9"t -- G/R G CLR -- -- -- H-1 -- 1 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v I HARDWARE GROUPS: ABBREVIATIONS: H-1: LOCKING ENTRANCE EXIST EXISTING I BOTTOM RAIL MOUNTED G/R FULL GLAZED WITH ADJACENT FULL GLAZED RELITE I THUMB TURN KEYED CLR CLEAR GLAZING ' CYLINDER AND DUST G GLASS PROOF STRIKE AND SIGNAGE ON TENANT SIDE DOOR SCHEDULE NOTES: "THESE DOORS TO A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, SHEET TITLE: REMAIN UNLOCKED DURING AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. REFLECTED BUSINESS HOURS", B. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, PUSH-PULL, PIVOTS INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. CEILING PLAN, CONCEALED CLOSER C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE DOOR SCHEDULE, MEASUREMENTS BASED ON FIELD OBSERVATION. DETAILS AND DOOR SCHEDULE COMMENTS: NOTES 1. NEW BUILDING STANDARD FULL GLAZED TENANT ENTRY DOOR WITH ADJACENT FULL GLAZED RELITE. DRAWN BY: KMJ CHECKED BY: SBH, PDK I SHEET: A6 .1 , , JOB NO. 2150954.41 I I PERMIT SET: 03-06-2017 215095441\4_DRAWINGS\ARCHITECTURAL\41-A6.1.DWG KMJ 03/06/17 13:36 1:96.00