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Plans (5) BUP 0 14 00123 PEGK OFFICE = OFFICE OFFICE D GK I / r)rz 303 304 1 w 8 o ,� Architecture Interiors NANTAs.1 ` " Planning IMPROVEMENT Engineering 303A 304A 305A O (�' � 4 t MAY 2014 �t 3o2A _ (— BREAK . ....... ... ....... ....... 1. ....... ......-.1.... .... . ... . . . ....... .... -- �,—.J 30CITY OF TICARD RECEPTION-- 2 12 CONFERENCE w 301 I 306A 1 ' / 1(o)"300REE PLANNING/ENGINEERING Portland,OR 302 . 'u�. u., N 503.224.9560 Vancouver,WA 14'-0 1 POR`TL 360.695.7879 TYP. AND7 OREGON -'��, Seattle,WA r I `:: e 206.749.9993 EXIT 301A 7 EQ EQ 10 } www.mcknze.com M 44113 T T INDEX OF DRAWINGS MACKENZIE. DESIGN DRIVEN 1 CLIENT FOCUSED 3 6 a A2.1 DEMO PLAN, PARTIAL THIRD FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN, SITE PLAN AND NOTES F, /7 A8.1 DETAILS AND ELEVATION A9.1 SCHEDULES OPEN OFFICE i i 307 SCOPE OF WORK SHO R S T E , H ,- __ _________________ :tti THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS I�::::=.. - "- FOR AN APPROXIMATELY 2,071 SQUARE FOOT TENANT ON THE THIRD OF FIVE FLOORS. ;; F:.. y WORK TO INCLUDE MINOR DEMOLITION, NEW WALLS, DOORS, RELITES, CABINETRY, AND PLUMBING. �y 11 TENANT APPROVAL Project TYP. WEST COAST .., h ; CAREERS DESIGN/CODE/ DATA SUITE 308 I� GOVERNING CODE: 2010 OSSC TENANT - - OCCUPANCY: B IMPROVEMENT CONSTRUCTION TYPE: TYPE I—B 1 LINCOLN TENANT AREA (APPROX): APPROX. 2,071 S.F. 10300 SW GREENBURG RD 1 ®EMO PLANri� PARTIAL THIRD FLOOD PLAN 3 REFLECTED CEILING PLAN OCCUPANCY LOAD: 21 PORTLAND, OREGON AZ1 1/8"=1'-0" A2,1 1/8"=1'-0" �211/8"=1'-0" 1 REQUIRED EXIT, 1 EXIT PROVIDED ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE ` -*: VALUATION OF WORK = $38,080 LEGE GENERALNOTES U; EXISTING WALL TO REMAIN A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. DEFERRED I L B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 2010 OSSC SECTION 107.3.4.2 (by separate permit) , , f: ,� , C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. 1 Y azzzzzzxzn NEW WALL TO UNDERSIDE OF GRID, SEE 2/A8.1 FIRE ALARM D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"f (EXISTING) AFF, UNLESS NOTED MECHANICAL4. EXISTING 2 HOUR RATED WALL TO REMAIN OTHERWISE. ELECTRICAL E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE PLUMBING EXISTING 1 HOUR RATED WALL TO REMAIN DETAILS 1/A8.1. F. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS EXIT ILLUMINATION E 2014 EXISTING DEMISING WALL TO REMAIN IN CENTER OF 2x2 PORTION OF 2x4 TILE, UNLESS NOTED OTHERWISE. © ALL RIGHTS I RESERVED EXISTING CONSTRUCTION TO BE DEMOLISHED G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN THESE DRAWINGS ARE THE PROPERTY ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS OF MACKENZIE AND ARE NOT TO BE PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. USED OR REPRODUCED IN ANY 'MANNER, EXISTING DUPLEX OUTLET H. TENANT OR TENANT VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT WITHOUT PRIOR WRITTEN PERMISSION REQUIREMENTS AND FINAL LAYOUTS OF FURNISHINGS. DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW �® NEW ELECTRICAL OUTLET AND VOICE/DATA ROUGH IN LOCATION I. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT VENDOR TO PRIOR TO SUBMITTAL crff OFTIGA.RD REVISIONS: EXISTING COVERPLATE LOCATION TO RECEIVE NEW VDICE/DATA ROUGH IN CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. REVIEWED FOR CODE COMIIUNCE NQ REVISIONS REVISION DELTA J. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON Appro�ed� °� > THIS CLOSING DATE EXISTING COVERPLATE COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. �o SHEET K. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. EXISTING LIGHT SWITCH L. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. AREA OF WORK Address: NEW LIGHT SWITCH WITH OCCUPANCY SENSOR M. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS44 BEEN PERFORMED (ON 11/22/2013 WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING �jA EXISTING CEILING MOUNTED FIRE STROBE INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TOVISIBLE/ACCESSIBLE SWLOC,wISUeeI - - - $31; * ate: AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH r TENANT. Q EXISTING THERMOSTAT N. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH7f3 _ , PRODUCTS. i OFFICE C��� STRUCTURED PARK NGS KEY NOTE FOR REFERENCE 0. 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 EXISTING BUILDING INFRASTRUCTURE IN CEILING. ! �`"" ' ' ' ' ' P SHEET TITLE: x INTERIOR ELEVATION FOR REFERENCE .` �" - NUM P. ALL DIMENSIONS SHOWN AS PLUS/MINUS (f) ARE FOR GENERAL LAYOUT AND REFERENCE ®EMO PLAN, Q Wit, ONLY. { v PARTIAL THIRD Q. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO 300A DOOR NUMBER SYMBOL � FLOOR PLAN MATCH EXISTING. ;a �` ' �� AREA OF WORK: 2,071 SF Ti EXIT R. ADD SOUND INSULATION IN ALL NEW WALLS. ��` _ yREFLECTED i REQUIRED EXIT w % , ,� ,.: r` .`. r CEILING PLAN �/ „ , EXISTING 2X2 CEILING GRID KE 1 NT r °, r', s `, a:,` \ ' �� �-� .;� ' � _,. �� � KEY PLAN, SITE 1. ALIGN NEW WALL WITH EXISTING WALL. '' ' ' I - ' ` ®®® PLAN AND NOTES "'�' , ,; a '-t j o f J EXISTING 2'x4' LIGHT FIXTURE TO REMAIN 2. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 6/A8.1. MODIFY EXISTING ;ISI ' , Q \ (I �!lII.�.`1?};I�, l* >r.:I'+�•I'a�.akll.Ci.... y. WINDOW COVERINGS AS REQUIRED. I �� 3' DRAWN BY: CLM EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED 3. CENTER NEW WALL WITH CENTER OF EXISTING COLUMN. r, �' . Ir, ISI 4. NEW 2'—O"± WIDE TEMPERED RELITE TO MATCH SUITE STANDARD, SEE DETAIL 4/A8.1. ... } BTRubTURED`PARK NG STRUCTURE PARK NG 1i H r'}I ":i't t� ii CHECKED BY: SBH/PDK ® NEW OR RELOCATED 2'x4' LIGHT FIXTURE 5. RELOCATE EXISTING RELITE. 0 6. RELOCATED EXISTING RELITE. SHEET: 7. NEW (2) 5'-0" WIDE TIMELY FRAMED TRANSOM RELITES @ 6' AFF, ALIGN TOP OF swoaRsu�c_..._, "__"..............._.-___.., is 7`. f.. EXISTING SUPPLY/RETURN VENT TO REMAIN -•�---- -- -- TRANSOM WITH TOP OF DOOR. SEE SIMILAR DETAIL 4/A8.1. ,—�, EXISTING EXIT SIGN 8. NEW P—LAM UPPER AND LOWER CABINETRY, SINK, FLOORSTOPPER, P—LAM MICROWAVE z PATHEOF COMMON SHELF AND PLUMBING. EGRESS TRAVEL=64'-2" 9. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT A21311 EGRESS LIGHTING PATH — CONTRACTOP. TO CONFIRM EGRESS LIGHTING VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL NEW SOUND ATTENUATION BATT INSULATION LAYOUT. 4' SITE PLAN 5 K Y L A IN' 10. ALIGN NEW WALLS. JOB NO. WES1001mu COAST CAREERS 11. WORK STATION BY OTHERS. COORDINATE POWER REQUIREMENTS WITH TENANT. A2.1 LINCOLN CENTER NTS A2.1 THIRD FLOOR NTS 2110955.24r 12. PROVIDE SOUND ATTENUATION BATT INSULATION ABOVE CEILING TILES, 4'-0" CENTERED NORTH TRUE PERMIT ��� 2� 14 OVER ALL NEW WALLS AT CONFERENCE ROOM. NORTH ®�I 11095524\ARCH\24—A2.1.DWG Kilt 05/28/14 10:09 1:96.00 FLOOR OR ROOF STRUCTURE 1 LINCOLN STUD SIZE 2 1/2" CLIP POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 8" MAX. SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT LIMITING WALL. HEIGHT TABLE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER o ATTACH STUD TRACK ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ° \ / / THROUGH GRID TO INTE WR NON STRUCTURAL WALLS L/240 0 5psf WITHIN 8" OF PERIMETER ® a ` BRACE ABOVE DE IGMTION SPACING MAX. WALL HEIGHT rLATERAL BRACING WITH APPROVED VERTICAL\ SUSPENDED CLG " " COMPRESSION STRUT AT 12'-0" OC EA WAY �`i/8 y ASSEMBLY \ \ / / 2505125-18 24 s -4 Architecture ■ Interiors COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ` fl� �°• 45' 250S225-18 16" 9'-7" Planning a Engineering "ATTACHED �� \ / 250S125-27 24" 9'-10" WALL" % `D, % 2505125-18 16" 11'-3" /" "�/' '1 CUT TILE FOR TIGHT 25 GA 3 1/2" METAL STUD BRACING �,~J� J EDGE AT WALL FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" 362S125-18 24" 13'-5" ANOTE: FOR UNATTACHED WALLS PROVIDE A 1 2" CASING BEAD USG 200-A OC W/ (2) #8 SHEET METAL 362S125-18 16" 14'-4" Portland,OR A / SCREWS AT EACH END. BRACING 503.224.9560 TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP GYP BD EA SIDE TO BE PROVIDED WHERE DISTANCE 3625162-33 16" 16'-5" -- DO NOT SCREW BERC 2 CLIP TO TRACK 3625162-43 16" 18'-0" Vancouver,WA SOUND ATTENUATION BETWEEN PERPENDICULAR INTERSECTING 360.695.7879 AT ALL NEW WALLS, TYP. WALLS OR HORIZONTAL BRACING TABLE MAX. LENGTH fi00S162-33 1fi" 24'-6" Beattie,WA CROSS RUNNERS FIT BETWEEN MAIN RUNNERS1 2" DIA CONDUIT EMT 5'-10" BETWEEN WALLS EXCEEDS 8'-0" OC 206.749.9993 MAIN RUNNERS AT 4'-0" OCMETAL STUDS 6'- " MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR 3 4 DIA CONDUIT EMT 7�8" METAL STUDS SEE WALL HEIGHT TILE FACS W L/3 0 1 DIACONDUIT DIA 9 -960 0 5psf www.mcknze.com " . WITH #10 WIRE AT 5'-0- OC EA WAY SGL 162S125-33 MTL STUD 12'-0" GYP BD EA SIDE TABLE FOR GAUGE AND SPACING LATERALLY BRACE MAIN RUNNER TO1-5 8"x20GA CONT ACOUSTIC SEALANT DESIGNATION SPACING MAX. WALL HEK�-IT MACKENZIE. EA SIDE AGAINST TRACK DESIGN DRIVEN 1 CLIENT FOCUSED NOTE.-. STRUCTURE AT 12'-O" OC EA WAY. BACK TO BACK 162S125-33 15'-0" NO SEALANT AT SIM GOND 362S125-18 16" 12'-4" � ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x2OGA 362S125-33 16" 14'-3" UI CONNECTION DEVICES 70 BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" 1/2" MAX APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF 2-1 2"x2OGA BOTTOM TRACK TO FINISH CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG /BACK TO BACK 250S125-33 15'-0" CONCRETE SLAB FLOOR W POWDER DRIVEN WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH ~- STRUCTURE. TRAPEZE DUCT WORK 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX I— WIRES TO HAVE A 200# CAPACITY. MTL STUDS 2-1 2"x2OGA ANCHORS AT 4'-0" OC = AND OTHER LARGE OBSTRUCTIONS s H o R x s T e I H iSUSPENDED CEILING BRACING 2 NOWBEARING WALL WALL HEIGHT TABLE W �Aej) NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTSz A8.1 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" 9 A .1 J THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v z 12" CLF. 11 U.N.O. Project ADJ MELAMINE WEST COAST SHELF, TYP CAREERS WALL AS OCCURS GYP BD PARTITION SEE PLAN w SUITE 3Q$ --SOUND BATT AS OCCURS -SOUND ATTENUATION BATT --SOUND ATTENUATION BATT w TENANT A ALL WALLS, TYP. �, I��PROVEMENT GYP BD AS OCCURS 1 LINCOLN --- GYP BD WALL AS OCCURS UPPER CABINETS, DEPTH LINE OF SILL AS OCCURS MAY VARY AS REQ'D, 1= SW GREENWRG RD DBL STUD AT JAMB TYP SEE CASEWORK ELEVATIONS PORTLAND, OREGON > 25" P.L. TOP w01 ALUMINUM TRIM PIECE "CEE" w U.N.O. h `s W IN- RETURNS, FINISH w 4" BACKSPLASH RETURN °''` ` DOUBLE STUD AT JAMB, TYP / N 1'-5" MAX TO MATCH WINDOW FRAMES AT END WALL CONDITIONS TIMELY HOLLOW MTL KNOCKDOWN (ANODIZED BUILDING TO FAUCET' .. STANDARD) CONTROLS FRAME; MATCH BLDG STD TIMELY FRAME; pppp M1g�t ' MATCH BLDG STD NEOPRENE SEAL - .--�-- WRAP ALL EXPOSED PIPET ` PER CODE .w° 4'4J r(� 8" J 4 Ve—z v o ? i STOREFRONT GLAZING N MACKENZIE 2014 SIDE LIGHT AS OCCURS SYSTEM -f` ,o Q ALL RIGHTS RESERVED WITH 1/4" TEMP GLASS6» N I OPEN BELOW PER CODE THESE DRAWINGS ARE THE PROPERTY It N OF MACKENZIE AND ARE NOT TO BE m 1 0) USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 1 ��, z'-0" REVISIONS: J f— C�.9 .J Z J z 4 TYP INTERIOR DOOR 5 TYP INTERIOR DOOR s BALL AT EXTERIOR BULLION CABINET SECTION UJUJJREVISIONS REVISION DELTA S�THIS CLOSING DATE "=III-Off c » r » » : » —� N p SHEET A8.1 JAMB SIMILAR 3ao A8.1 HEAD SIMILAR 3 =1 -o a A8.1 3 =1 -0 Q A8.1 TYPICAL 3/4'=I#-Opm Q O 3 U L 13" 01 13" (1) ADJ. �- U.N.O. MELAMINE SHELVES NOTM, (2) ADJ. MELAMINE SHELF P-LAM FACES A. FINISH ENDS, TYP D. ALL CABINET FACES AND DOORS w S. CONFIRM REQUIREMENTS TO BE PL-1 w,i w FOR ALL EQUIPMENT/APPLIANCES E. SHIM AS REQUIRED W Lai PRIOR TO CONSTRUCTION OF F. ALL EXPOSED EDGES AT DOORS AND SHELVING w ; CABINETRY TO BE P-LAM TO MATCH ADJACENT _ C. ALL COUNTER TOPS, EDGES AND VERTICAL SURFACES. -- P.-LAM FACES P-LAM UNDERSIDE AND BACKSPLASHES, PL-2 SHEET TITLE: INSIDE OPENING DETAILS AND 4" BACK AND MICROWAVE, NIC SIDE SPLASH AS > 6" sHE F ELEVATION > 25" P.L. TOP N SHELF S 4" BACK AND SIDE 8 7 9 w OCCURS w SPLASH AS OCCURS A8,1 A8.1 A8,1 w " P-LAM COUNTERTOP AND cn 2u TOP P-LAM COUNTERTOP AND CEILING SPLASH SPLASH WITH SELF EDGE A GN W/ LOWERS REFRIGERATOR, NIC DRAWER AS OCCURS IN ELEVATION PROVIDE COLD WATER I i r t r I SUPPLY PRAWN BY: CLM •-•-•-- (1) ADJ MELAMINE o > SHELF, NO DRAWER OR > (1) ADJ MELAMINE o 1 i INSULATE EXPOSED CHECKED BY: SBH/PDK SHELF AT SINK LOCATION SHELF, NO DRAWER OR 1 N SHELF AT SINK LOCATION ' s _ _ _ _ I I 1 PIPES PER CODE SHEET: P-LAM N P-LAM FACES 1 N OPEN BELOW PER I I CODE w RUBBER BASE RUBBER BASE o (3)EQ 2'-9" (3)EQ L 3'-2"f A801 d- nr-9» 2'-0" 2t!1�3F M �l Y JOB NO. s COUNTER SECTION W g CABINET SECTION WKoi_oCASEWORKo ELEVATION r 2110955.24 TYPICAL 3/4"=1'-0" m TYPICAL 3 4"=1'-0" m ® BREAK 306 1/4"=1'-0" w A8.1 ¢ A8.1 / Q A8,1 ' PERMIT SET 05/28/14 11 KJF 05,28,14 07:15 1:1.00 U U W Architecture Interiors • Planning a Engineering Portland,OR 503.224.9560 Vancouver,WA 360.695.7879 Seattle,WA 206.749.9993 www.mcknze.com DOOR SCHEDULE MACKENZIE, DESIGN DRIVEN 1 CLIENT FOCUSED DOOR DOOR DOOR DOOR FRAME DETAILS HDWR RATING COMMENTS OPENING SIZE THK I TYPE I MAT'L FINISH MAT'L FINISH GROUP 301A 3'-0"x8'-3"t EXISTING DOOR 1,2 302A 3'-0"x8'-3"t I%- IFL/Rl SC S HMK FF 4/A8.1 H-1 -- -- 303A 3'-0"x8'-3"f EXISTING DOOR --- 304A 3'-0"x8'-3"t EXISTING DOOR -- 305A 3'-0"x8'-3"f EXISTING DOOR __ S x o R R S T e I H 306A 3'—O"x8'-3"± 1-X" I =SC S I HMK I FF I 5/A8.1 H-1 -- HARDWARE GROUPS: ABBREVIATIONS, H-1: PASSAGE EXIST EXISTING LATCHSET F75 GRADE 1, FF FACTORY FINISH BUTTS, SEAL, STOPS FG FULL GLAZED VISION PANEL Project FL/R FLUSH WITH ADJACENT RELITE WEST COAST HMK HOLLOW METAL KNOCKDOWN CAREERS S STAIN SUITE W8 Sc SOLID CORE WOOD TENANT IMPROV hAENT DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: 1 LINCOLN A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, 11M gni GREENWRG FID i. EXISTING DOOR AT EXISTING AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. PORTLAND, OF E SON RATED CORRIDOR. B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR 2. PROVIDE NEW FULL GLAZED WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. VISION PANEL AT EXISTING C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, DOOR. MAINTAIN EXISTING INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. r� CORRIDOR RATING AS D. ALL DOORS, FRAMES AND HARDWARE TO MATCH SUITE REQUIRED. STANDARDS. E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. " F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. ROOM FINISH SCHEDULE MACKENZIE 2014 ROOM FLOOR BASE N. WALL E. WALL S. WALL W. WALL� , , , , CEILING CEILING ALL RIGHTS RESERVED NO ROOM NAME MAT"L MAT L MAT L MAT L MAT'L MAT L HT. FINISH THESE DRAWINGS ARE THE PROPERTY FINISH FINISH FINISH FINISH FINISH FINISH MATT COMMENTSOE MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, 301 RECEPTION CPT-1 RB-1 GB/P P GB/P GB/P EXIST EXIST WITHOUT PRIOR WRITTEN PERMISSION 302 CONFERENCE CPT-1 RB-1 P GB/P GB/P GB/P EXIST EXIST REVISIONS: 303 OFFICE CPT-1 RB-1 P P P P EXIST EXIST 304 OFFICE CPT-1 RB-1 P P P P EXIST EXIST 'a 305 REVISIONS REVISION DELTA OFFICE CPT-1 RS-1 P P P P EXIST EXIST S-.1 THIS CLOSING DATE 306 BREAK VCT-1 RB-1 GB/P P P GB/P EXIST EXIST a UJ SHEET 307 OPEN QMCE CPT-1 I RB-1 I P GBP P P I EXIST I EXIST FINISH SCHEDULE NOTES: EVjATIONS: A. ALL INTERIOR FINISHES TO BE BUILDING STANDARD, CPT CARPET COLORS TO BE COORDINATED WITH LANDLORD AND EXIST EXISTING TENANT. GS GYPSUM BOARD B. PATCH AND REPAIR ALL EXISTING WALLS WHERE P PAINT AFFECTED BY NEW WORK. PAINT NEW AND EXISTING WALLS THROUGHOUT. RB RUBBER BASE C. PROVIDE NEW FLOOR FINISH AND RUBBER BASE VCT VINYL COMPOSITE TILE THROUGHOUT. SHEET TITLE: SCHEDULE OF INTERIOR FINISHES SCHEDULES CPT-1: TBD VCT-1: TBD PL-1: TBD PL-2: TBD P--1: TBD RB-1: TBD DRAWN BY: CLM CHECKED BY: SBH/PDK SHEET: A9ml JOB NO. 21155.24 PERMIT SET 05/2814 1 ARCH\24-A9.1.OWG KiF 03J28J14 07:1$ 1:1.00