Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
BUP2013 00309 LEGEND2 LINCOLN DEC 19 2013 ===:L EXISTING CONSTRUCTION TO BE DEMOLISHED ' CITY OF FIGANQ 0 DING DIVISIOA, T T ..- ' EXISTING WALL TO REMAIN Architecture Interiors AANEW WALL TO UNDERSIDE OF GRID, SEE 2/A8.1 �. 4 Planning Engineering CLASSROOM TYp• NEW 1 HOUR RATED WALL, SEE 3/A8.1 J JE _ UEXISTING QUADRUPLEX OUTLET CONFERENCE EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN TENANT Portland,OR IMPROVEMENTI.; �i A NEW OUTLET AND VOICE/DATA ROUGH IN 503.224.9560 _ I Vancouver,WA -------- NEW 2 LINCOLN ( y � 360.695.7879 - 7 NEW FLUSH FLOOR/DATA OUTLET 08.1 6 5 = 206.749.9993 EXISTING LIGHT SWITCH Seattle 93 N 10220SWGREENBURG RD mcknze.com C14 6 , NEW LIGHT SWITCH WITH OCCUPANCY SENSOR . < 2°,A OHTTAND CHEGON MACKENZIE. A (D EXISTING THERMOSTAT �r" •` 1 2 R `` ' DESIGN DRIVEN I CLIENT FOCUSED .__ i� `° OF IC 1 STORAGE EXIT 20 i KEY NOTE FOR REFERENCE Client . I Zo,B 202A 203A X INDEX OF DRAWINGS INTERIOR ELEVATION FOR REFERENCE 3 3 3EXIT 18 CLR. 2 1 NUM A2.1 DEMOLITION PLAN, PARTIAL SECOND FLOOR PLAN, REFLECTED CEILING DEMOLITION ' PLAN, REFLECTED CEILING PLAN, KEY PLAN, NOTES AND FINISH SCHEDULE. 40(i DEMOLITION PLAN 2 . PARTIAL DOOR NUMBER SYMBOL 08.1 DETAILS, ELEVATION AND SCHEDULES SECOND FLOOR PLAN.1 i/8„=1'-0” A2.1 1/8"=1'-0" EXIT REQUIRED EXIT I I SCOPE OF WORK 15 EXISTING CEILING GRID THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS FOR AN APPROXIMATELY 914 CONFERENCE ROOM ON THE SECOND OF SIX FLOORS. Project KEYNOTES NEW CEILING GRID WORK TO INCLUDE DEMOLITION, NEW WALLS DOORS AND CABINETRY. 2 LINCOLN GONFERENCE ROOM 1. ALIGN NEW WALL WITH EXISTING WALL. ® NEW OR RELOCATED 2'x4' FLUORESCENT LIGHT FIXTURE TENANT APPROVAL' TENANT IMPROVEMENT 15 2. ALIGN NEW WALL WITH EDGE OF EXISTING COLUMN. 0 11 0 3. PATCH AND REPAIR EXISTING CORRIDOR AS NEEDED, MATCH a NEW RECESSED WALL WASHER FIXTURES ° EXISTING FINISHES TO BUILDING STANDARD. 2 LINCOLN 4. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. p NEW OR RELOCATED RECESSED CAN LIGHT 10220 SW GREENBUM RD. TENANT OR TENANT VENDOR TO CONFIRM BUILT CONDITIONS FOR DESIGN/CODE DATA PORTLAND, OREGON ° <=`ri SPATIAL REQUIREMENTS AND FINAL LAYOUT. 0 EXISTING RECESSED CAN LIGHT TO REMAIN 5. NEW 36"H P-LAM LOWER CABINETRY WITH P—LAM COUNTERTOP GOVERNING CODE: 2010 OSSC OCCUPANCY CALCULATION 6. NEW ARTWORK LOCATION, DEMOLISHED RECESSED CAN LIGHT FIXTURE TO BE RELOCATED �t s OCCUPANCY: B OCCUPANCY FLOOR AREA OCCUPANTS ��'�4 7. NEW FLUSH FLOOR POWER/DATA MONUMENT. FINAL LOCATION TO CONSTRUCTION TYPE. TYPE I—B ASSEMBLY 799 SF � � EXISTING SUPPLY/RETURN VENT TO REMAIN (LF=20) 40rY• =- BE COORDINATED WITH TENANT, A/E, AND FURNITURE VENDOR. 8. RELOCATE MOTORIZED SCREEN IF POSSIBLE. TENANT AREA (APPROX): APPROX. 914 S.F. (CLASSROOM)' 9. PROVIDE ELECTRICAL AND BRACING AS REQUIRED FOR NEW OR n EXISTING SPRINKLER HEAD BUSINESS 115 SF (LF-=100) 2 10 I ==• OCCUPANCY LOAD: 56 TOTAL OCCUPANTS 42 -�•`;.•'`,: , RELOCATED MOTORIZED DROP DOWN SCREEN. ; 10. REMOVE EXISTING SOFFITS AND GRID AND TILE. NEW 2X2 GRID NEW DIRECT/INDIRECT FIXTURE 2 REQUIRED EXITS, 2 EXITS PROVIDED i MAIN. TO MATCH AND ALIGN WITH EXISTING GRID AND TILE TO RE ALL EXIT ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE S — ----------- --, ,; • v •• ;• 11. ® NEW EXIT SIGN BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION THROUGHOUT ' EXTEND CORRIDOR GRID AND TILE AT NEW RECESSED EXIT ® M ' sr•••• - ' PROVIDE BUILDING STANDARD CORRIDOR LIGHTING AS REQUIRED. WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER �, s w.- --;--- '___ 12. NEW DIRECT/INDIRECT LIGHT FIXTURE, LF-1, PROVIDE SEPARATE SWITCH AND TO BE DIMMABLE. - i3. REMOVE EXISTING IN FOCUS MACHINE AND CEILING ELECTRICAL. GENERAL NOTES DEFERRED SUBMITTAL `___ ° PATCH AND REPAIR CEILING AS REQUIRED. ' MACKENZIE 2013 14. NEW CEILING MOUNTED PROJECTOR. PROVIDE ELECTRICAL AND 2010 OSSC SECTION 107.3.4.2 (by separate permit) © ALL RIGHTS RESERVED BRACING AS REQUIRED. COORDINATE FINAL LOCATION AND A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT AS NOTED BELOW. FIRE SPRINKLER THESE DRAWINGS ARE THE PROPERTY ____:- __ REQUIREMENTS WITH A/V CONSULTANT AND LIGHTING LAYOUT. B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS & ALARM OF MACKENZIE AND ARE NOT TO BE 15. REMOVE EXISTING SCREEN LOCATION AND PATCH AND REPAIR NOTED OTHERWISE. MECHANICAL USEDWITOR REPRODUCED IN ANY OR WRITTEN PERMISSION MANNER, CEILING TILES AS REQUIRED. C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"f (EXISTING) AFF, ELECTRICAL UNLESS NOTED OTHERWISE. EXIT ILLUMINATION REVISIONS: ALTERNATE UPGRADES E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL 3 REFLECTED CEILING EQUIPMENT SEE DETAILS 1 A8.1. ina REVISIONS REVISION DELTA / NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN » THIS CLOSING DATE F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS �o SHEET �AV) DEMOLITION PLAN 1/8"-1'-0" PROVIDE SEPARATE PRICING FOR THE FOLLOWING: AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT 1 X IN PROGRESS AA. REMOVE EXISTING FABRIC PANELS AND SUBSTRATES. PROVIDE NOTED OTHERWISE. G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW NEW FABRIC WRAPPED TAC PANELS, WC—i. PRIOR TO SUBMITTAL F I BB. NEW P—LAM 36"H LOWER CABINETRY WITH SOLID SURFACE GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING COUNTERTOP. REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED LF-2. PROVIDE (4) ADDITIONAL SUBMITTAL. ADA IMPROVEMENTS CC. NEW INDIRECT LIGHT FIXTURE, H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR O o RECESSED LIGHT FIXTURES IF LF-2 IS SELECTED, FINAL LAYOUT TENANT VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL TBD. REQUIREMENTS AND FINAL LAYOUTS. VALUATION OF WORK = $20,500 ° CC. NEW ARMSTRONG DUNE 2x2 CEILING TILE THROUGHOUT, I. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED 25% VALUATION FOR UPGRADE _ $5,125 ' O O O EXISTING GRID TO REMAIN WHERE APPLICABLE. UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE ADA UPGRADE = REMOVAL OF ALL BARRIERS, UPGRADED MISC. . OVERRIDE HVAC BUTTON. HARDWARE AND NEW ADA COMPLIANT CABINETRY J. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED " SHEET TITLE: O ° O O D ° SCHEDULE OF INTERIOR FINISHES. K. ALL INOTHERTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH "A" OCC oP NCY DEMOLITION PLAN, CITY OF TIGARD RTIAL SECOND 9BUILDING STANDARD UNLESS NOTED OTHERWISE. MINOR ACCESSORY USE Approved. CPT-1: BENTLEY PRINCE STREET, UPC 4UP340630R, CASHIER 404174 Conditionally Approved...... FLOOR PLAN, O o o L. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE 0 ° ° ANDVERPLAN,ON HAS BEEN ELECTRICAL AND CEILING ED INFORMON ATION°13, WHILE HAS BEEN UPDATEDOCCUPIED) "B" OCCUPANCY :,n. See Letter to:Follow......„•••..... ? REFLECTED • LF-1: LEDALITE, VOICE, SUSPENDED, 7306FO2IN-4—7-1—E—W Attac ed � (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBHLE AREAS). CEILING PLAN,�r KEY CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS , ress:, '`r PLAN, NOTES AND LF-2: EUREKA, DUSK, BILLOW 74135-48-2xFT5—VOLT—DIM7—AC60—SAA WITH TENANT. _ Add O O o ° o M. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL FINISH SCHEDULE C P-1: BENJAMIN MOORS COLOR PREVIEW, SLEEKER BEIGE HC-80 AS FINISH PRODUCTS. 0-T-C N. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. Occupancy Type � DRAWN BY: MRN e e e O ° PL-1: FORMICA, 3202-90 OTTER, GLOSS FINISH FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL Occupancy toad p CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES ConstructionTypp RB-1: ROPPE, BLACK/BROWN, i 93 EXISTING BUILDING INFRASTRUCTURE IN CEILING. Rated Corridor CHECKED BY: MRT/PDK 0. ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR GENERAL LAYOUT Energy Coda AND REFERENCE ONLY. Accessibility M�> SHEET: SS-1: ZODIAQ, WARM TAUPE P. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. Approved plans WC-1: CARNEGIE XOREL, STRIE 6423, 829 Q. ADD SOUND_ INSULATION IN ALL NEW WALLS, EXCLUDING PARTIAL HEIGHT WALLS. shall be on job site. A21 R. PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES, 4'-0” WALLSRED ON WALL AT ALL NEW AND EXISTING CONFERENCE ROOM � 5 KEY PLAN _ OFFICE COPY Joe No. 4 REFLECTED CEILING PLAN A2.1 SECOND FLOOR NTS 2110951.02 �AV) 1/8"—i'-o� NORrH PERMIT SET- 12/17/13 211095102\ARCH\A2.1.DWG MRN 12/16/13 18:02 1:1.00 FLOOR OR ROOF STRUCTURE AT WALLS INDICATED ONE HOUR RATED ON PLANS POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 » PROVIDE UL DESIGN #U465 INCLUDING: FIRE SAFING AT RATED ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP 8 MAX. WALLS BETWEEN FLUTES, ` SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT NO FIRE SAFING REQUIRED STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER ° , ATTACH STUD TRACK v AT DEMISING, NON—RATED WALLS ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ° ► THROUGH GRID TO v v� DEFLECTION HEAD W/ WITHIN 8" OF PERIMETER ® , BRACE ABOVE DEFLECTION SPACE LATERAL BRACING WITH APPROVED VERTICAL ` o (DO NOT FASTEN STUDS COMPRESSION STRUT AT 12 —0 OC EA WAY SUSPENDED CLG 4 1 MIN OR GYP BD TO RUNNER) COUNTERSLOPE HANGERS IF' THAN 1:6 OUT OF PLUMB /8 r ASSEMBLYCONT 18 GA METAL v R Architecture Interiors FASTENED TO DECK ® 2'-0" Planning • Engineering " .o // / 45' METAL DECK OC STAGGERED ATTACHED _ WALL" � � AS OCCURS 1" MIN • FIREDAM SPRAY TYP, CUT TILE FOR TIGHT 25 GA 31/2 METAL STUD BRACING FIREEACHSA�NG SEALANT E OF TRACK OR �Q TO FLOOR STRUCTURE AT 8'-0" FASTEN RUNNER TO R CEILING EDGE AT WALL FIT AT WALLS ® 2'-0" OC SOUND ATTENUATION INSULATION A NOTE: FOR UNATTACHED WALLS PROVIDE A 1 2" CASING BEAD USG 200-A OC W/ (2) #8 SHEET METAL Portland,OR q / SCREWS AT EACH END. BRACING 5/8" TYPE 'X' GYP. BD. EA. SIDE 503.224.9560 TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP GYP BD EA SIDE TO BE PROVIDED WHERE DISTANCE ATTACH WITH 1" LONG TYPE S SCREWS Vancouver,WA --- DO NOT SCREW SERC 2 CLIP TO TRACK SOUND ATTENUATION BETWEEN PERPENDICULAR INTERSECTING METAL STUDS, SEE STUD SPACED 8" OC ALONG EDGES AND 12" 360.695.7879 AT ALL NEW WALLS, TYP. HEIGHT TABLE ® 2'-0" OC TABLE MAX. LENGTH WALLS OR HORIZONTAL BRACING OC IN THE FIELD OF THE BOARD. Seattle,WA CROSS RUNNERS FIT BETWEEN MAIN RUNNERSBETWEEN WALLS EXCEEDS 8'-0" OC JOINT TAPE AND COMPOUND (2 COATS 206.749.9993 1 2" DIA CONDUIT (EMT) 5'-10" TO JOINTS AND SCREW HEADS) MAIN RUNNERS AT 4'-0" OC 3/4- DIA CONDUIT EMT 7'-8" METAL STUDS METAL STUDS SEE WALL HEIGHT www.mcknze.com 6'-0" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR 1" DIA CONDUIT EMT 9'-9" TABLE FOR GAUGE AND SPACING BOTTOM TRACK TO FINISH FLOOR WITH #10 WIRE AT 5'-0" OC EA WAY GYP BD EA SIDE SGL 162S125-33 MTL STUD 12'-0" CONT ACOUSTIC SEALANT x WITH POWDER DRIVEN ANCHORS MACKENZIE. LATERALLY BRACE MAIN RUNNER TO 1-5 8"x20GA AT SIM COND a AT 4—O 0.C. NO SEALANT EA SIDE AGAINST TRACK DESIGN DRIVEN 1 CLIENT FOCUSED NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 162S125-33 15'-0" N0 SEALANT AT SIM COND ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x20GA CONT ACOUSTIC SEALANT Client CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" 1/2" MAX EACH SIDE AGAINST TRACK Ll APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF (2-112"x20GA 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 CONCRETE SLAB WIRES TO HAVE A 200# CAPACITY. STRUCTURE. TRAPEZE DUCT WORK MTL STUDS (2-1/2 x2OGA) ANCHORS AT 4'-0" OC - T AND OTHER LARGE OBSTRUCTIONS ri_ SUSPENDED CEILING BRACING z riNOWBEARING WALL r3 1-HOUR WALL 3 3 A& NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z A81 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" W A8.1 TO STRUCTURE 3 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v z T- LIMITING WALL HEIGHT TABLE 2°LIcNCOLN NTEPoOR NON STRUCTURAL COMPOSITE WALLS L/240 ® 5psf CONFERENCE ROOM DESIGNATION SPACING MAX. WALL HEIGFIT TENANT IMPROVEMENT 362S125-18 24" 13'-5" SOUND ATTENUATION BATT DOOR SCHEDULE 362S125-18 16" 14'-4" AS OCCURS DOOR DOOR DOOR FRAME HDWR GYP BD WALL AS OCCURS DOOR DETAILS RATING COMMENTS 2 LINCOLN 362S162-33 16" 16'-5" OPENING SIZE THK TYPE MATT FINISH MAT'L FINISH GROUP 10220 SW GREENWRG RD _ 201A PR 3'-0"x8'-0"t EXISTING DOOR 1 PORTLAND, OPECON 3625162-43 16" 18'-0" 2018 3'-0"x8'-0" 1 j" FL SC S HMK FF 6/A8.1 H-1 20 MIN 2 600S162-33 16" 24'-6" d' 202A 3'—O"x8'-0" 1 " FL Sc S HMK FF 6/A8.1 H-1 20 MIN 2 UdTERIOR NDN STRUCTURAL COMPOSITE WALLS 203A 3'-0"x8'-0" 1 " FL SC S HMK FF 6/A8.1 H-1 20 MIN 2 ' L/360 0 5psf DOUBLE STUD AT JAMB, TYP HARDWARE GROUPS: ABBREVIATIONS: y WITH CERAANC TILE FACWG H-1: CORRIDOR EXIST EXISTING DESIGNATION SPACING MAX. WALL HEKaHT LOCKSET F84 GRADE I, FF FACTORY FINISH ` IA Y3 l 362S125-18 16" 12'-4" TIMELY FRAME; BUTTS, SEAL, STOP, CLOSER FL FLUSH MATCH BLDG STD HMK HOLLOW METAL KNOCKDOWN ,,,�Jm�► ., ,,u. 362S125-33 16" 14'-3" P PAINT S STAIN Sc SOLID CORE WOOD2013 WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH MACKENZIE DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: � ALL RIGHTS RESERVED 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. 1. EXISTING DOOR AT EXISTING A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE RATED CORRIDOR AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. USED OR REPRODUCED IN ANY MANNER, Q 2. NEW RATED DOOR AT B. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, WITHOUT PRIOR WRITTEN PERMISSION �- EXISTING RATED CORRIDOR INSTALL COVERPLATES OR CHANGE DOORS AS �- AVAILABLE. REVISIONS: C. ALL DOORS, FRAMES AND HARDWARE TO MATCH z 4 WALL HEIGHT TABLE wri'�TYP INTERIOR DOOR TENANT -BUILDING STANDARDS. 5_j REVISIONS REVISION DELTA = D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE W W THE CLOSING DATE A81 ¢ A8•1 HEAD SIMILAR 3"=1'-0" o MEASUREMENTS BASED ON FIELD OBSERVATION. �o SHEET 3 o E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING 1 IN PROGRESS INVENTORY OR RELOCATED WITHIN SUITE WHERE NOTES: POSSIBLE. A. FINISH ENDS, TYP C. SHIM AS REQUIRED B. ALL COUNTER TOPS, EDGES AND D. ALL CABINET FACES AND DOORS PL-1 BACKSPLASHES, PL-2 E. ALL EXPOSED EDGES AT DOORS AND SHELVING .(PROVIDE SEPARATE PRICE FOR TO BE P—LAM TO MATCH ADJACENT SOLID SURFACE, SS-1 IN LIEU VERTICAL SURFACES. OF PL-2) ROOM FINISH SCHEDULE ROOM FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING SHEET TITLE: NO ROOM NAME MATL MAT,L MAT L MATL MATL MAT, ,L HT CEILING FINISH DETAILS 6 FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS ELEVATION AND �� 4" BACK AND A8.1 201 CLASSROOM CPT-1 XIST/0- P-1 P-1 GB/P-1 we-t/P-t EXIST EXIST 1,2 SIDE SPLASH AS CEILING 202 SECURITY OFFICE CPT-1 R6-1 GB/P-1 GB/P-1 GB/P-1 GB/P-1 EXIST EXIST SCHEDULES 25" P.L. TOP OCCURS 203 STORAGE CPT-1 RB-1 I GB/P-1 P-1 GB/P-1 GB/P-1 EXIST EXIST P—LAM COUNTERTOP AND ART FINISH SCHEDULE NOTES: ABBREVIATIONS: SPLASH PL-2 (ALT: SS-1) A. ALL INTERIOR FINISHES TO BE COORDINATED WITH CPT CARPET _ OWNER. EXIST EXISTING B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GS GYPSUM BOARD 1 MELAMINE PL-1 AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT DRAWN BY: MRN O ADJ WALLS. SHELF C. PROVIDE NEW FLOOR FINISH AND RUBBER BASE RB RUBBER BASE THROUGHOUT. WC WALL COVERING CHECKED BY. MRT/PDK w — — — — COMMENTS: SHEET: w P—LAM (3) EQ. 1. EXISTING WOOD BASE AT UPHOLSTERED WALLS TO REMAIN. RUBBER BASE 10'-2n 2. PROVIDE SEPARATE PRICING FOR NEW FABRIC A881 WRAPPED TAC PANELS, WC-1, AT EXISTING FABRIC d PANEL LOCATIONS. 2 —O 3 a_ JOB N0. 2110951.02 s COUNTER SECTION CABINETRY ELEVATION ; PERMIT 1 3 �A&1) TYPICAL 3/4 =1 —0 a A81 ® CONFERENCE ROOM 201 1/4"=I'—O" w SET 12/ 7/1 211095102\ARCH\A8.1.DWG MRN 12/16/13 18:03 1:96.00 0 w