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Plans (152) BUP2O15 - 00308 Y{uM1 f it ii iiis KPD INSURANCE ,•-••i ---_ : Architecture InteriorsTENANT IMPROVEMENT -.-- T *" Planning a Engineering LINCOLN TOWER ECEIVEP = -- --------= -= 10260 SW GREENBURG ROAD OrT 292015 Portland,OR ----- 503.224.9560 TIGARD OREGON C''yOf�°GAK`� r' •; !! Vancouver,WA M .ee.:s:=Eee; .`o ' 13�ILDII�G DIVISION 360.695.7879 Seattle,WA ^ INDEX OF DRAWINGS EJ?;; ti;::•,• 206.749.9993 -., -�----:.::::::�;>;--------- �' ;, www.mcknze.com JJ_•---s-,-:°-°°> ---�=:----=�°-°-.t=-�' '� T1.1 DEMO PLAN, KEY PLAN, SITE PLAN AND NOTES A2.1 PARTIAL FIFTH FLOOR PLAN, REFLECTED CEILING PLAN AND NOTES MACKENZIE, DESIGN DRIVEN I CLIENT FOCUSED A8.1 DETAILS AND ELEVATIONS A9.1 DETAILS AND SCHEDULES Client SCOPE OF WORK THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS FOR AN APPROXIMATELY 3,866 SQUARE FOOT TENANT ON THE FIFTH OF TWELVE FLOORS. s H o R E s T E I N WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RELITES, AND NEW CABINETRY. 1 DEMO PLAN TENANT APPROVAL: DESIGN/CODE DATA Project LEGEND KPD INSURANCE GOVERNING CODE: 2014 OSSC SUITE 51% EXISTING CONSTRUCTION TO BE DEMOLISHED EXIT REQUIRED EXIT OCCUPANCY. B TENANT CONSTRUCTION TYPE: TYPE I—B IMPROVEMENT u- TENANT AREA (APPROX): APPROX. 3,866 S.F. o EXISTING WALL TO REMAIN OCCUPANCY LOAD: 39 LINCOLN TOWER o EXISTING 2 HOUR RATED WALL TO REMAIN 10260 SW GREENBURG RD 1 REQUIRED EXIT, 2 EXITS PROVIDED TIGARD,OREGON EXISTING 1 HOUR RATED WALL TO REMAIN ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION m EXISTING DEMISING WALL TO REMAIN WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER ����` ARC,, GENERAL DEMOLITION NOTES DEFERRED SUBMITTAL L° KI A. REMOVE EXISTING CARPET AND RUBBER BASE THROUGHOUT. EXISTING VCT TO REMAIN. PATCH, REPAIR AND 2014 OSSC SECTION 107.3.4.2 (by separate permit) PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A9.1 FOR FINISHES. FIRE SPRINKLER q��PORT OR N B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY CONFLICTS, FIRE ALARM INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE CALLED TO THE MECHANICAL ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. ELECTRICAL OF C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. EXIT ILLUMINATION D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN © MACKENZIE lois D. CAP ALL ABANDONED ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS REQUIRED. ALL RIGHTS RESERVED E. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS THESE DRAWINGS ARE THE PROPERTY F. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY ARE SCHEMATIC ONLY: .THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT OF MACKENZIE AND ARE NOT TO BE COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE USED OR REPRODUCED IN ANY MANNER, LONGEST COMMON DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW WITHOUT PRIOR WRITTEN PERMISSION ARCHITECT/DESIGNER. PRIOR TO SUBMITTAL ogd G. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE—USE. PATH OF EGRESS TRAVEL: �/' I REVISIONS: 38'-9" VALUATION 5_I REVISIONS REVISION DELTA >w THIS CLOSING DATE 1/3 OF DIAGONAL: CITY OF TIGARD �o SHEET 33'-11" VALUATION OF WORK = $29,337 BUILDING IS COMPLIANT REAWED FOR C DE COMPLLANCE 1 I PP OTC: DISTANCE BETWEEN Permit 3u P;i Sob 30 g + I EXITS: 35'-1" (i[C68. td2�.+'� ��i 11_ai�1��-• I-1 r are } k e .�S I Suite t #: Date: K h I y s ' " F OFFICE COPY SH TITLE: { L DEMO PLAN, KEY IT PLAN, SITE PLAN .. i1t9:4:1i EAREA OF WORK AND NOTES 0 01 cf t 0 DRAWN BY: KJF C CHECKED BY: MRT, PDK sTa crvaeoana<nc smucn;aeD vw . SHEET: _ CITY Cr TIGARD SW Oak 5110 7,Z7�z Approved :.�y Planning Date: t o/'2-``Aj T1.1 Initials: � 2 KEY PLAN s SITE PLAN JOB NO. 2110954.5s %" _n 1 NTS NTS T1,1 TRUE PLAN PERMIT SET: 10-28-15 NORTH NORTH .211095456.C:\TEMP\ACPUBLISH_6352\56—TI.I.DWG LER 10/27/15 15:16 1:96.00 LEGEND EXISTING WALL TO REMAIN EXISTING CEILING GRID HOUR RATED WALL TO REMAIN NEW CEILING GRID EXISTING I HOUR RATED WALL TO REMAIN o EXISTING DEMISING WALL TO REMAIN EXISTING 2'x4' LIGHT FIXTURE TO REMAIN Architecture-Interiors !"OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 506 F5-07-1 50 r 5-0-9-1 F-510� NEW WALL TO UNDERSIDE OF GRID, SEE 3/A8.1 EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED Planning Engineering F--8-1 J'Z*t -n= OFFICE NEW OR RELOCATED 2'x4' LIGHT FIXTURE x1s 508A 509A XIS XIS 512A NEW PARTIAL HEIGHT WITH GLAZING ABOVE EXISTING 24 HOUR LIGHT FIXTURE TO BE RELOCATED 3 NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS 111110117� OPEN OFFICE OPEN OFFICE 1 505 F-5-05--1 14 4 60 NEW BASE FEED, (2) CIRCUITS EXISTING 2'x2' LIGHT FIXTURE TO REMAIN OR-N 513A Portland,OR TYP. TYP. OFFICE NEW FLUSH FLOOR ELECTRICAL WITH DATA ROUGH IN LOCATION503.224.9560 EXISTING PENDANT LIGHT FIXTURE TO BE REMOVED 1 517 NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION EXISTING RECESSED CAN LIGHT FIXTURE TO BE REMOVED Vancouver,WA 514A qpA 360.695.7879 EXISTING DUPLEX OUTLET EXISTING SURFACE MOUNTED LIGHT FIXTURE Seattle,WA OFFICE 515 EXISTING COVERPLATE LOCATION TO RECEIVE NEW VOICE/DATA ROUGH IN LOCATION 206.749.9993 x 6 OPEN www.mcknze.com 6 9 OFFICE 515A EXISTING SUPPLY/RETURN VENT TO REMAIN EXISTING COVERPLATE LOCATION TO RECEIVE NEW DUPLEX OUTLET OPEN R516 CONFERENC OFFICE WO EXISTING COVERPLATE MACKENZIE , SERV R S DESIGN DRIVEN I CLIENT FGCVSED F-50-4-1 F5-03-1 "J: 20 8 1 HALL 518 VV + EXISTING QUADRUPLEX OUTLET 19 7 EXISTING SUPPLY/RETURN VENT TO BE REMOVED/RELOCATED A8.1 12 Client 8.1 A y 5, '0' 2 5-6 8"± 7�7 EXISTING DEDICATED NEMA DUPLEX OUTLET 8 F7 'n m j-'R. EXISTING SPRINKLER TO REMAIN EXISTING LIGHT SWITCH EXISTING SPRINKLER TO BE REMOVED/RELOCATED 502A 6 5 NEW LIGHT SWITCH WITH OCCUPANCY SENSOR CLOSET 519A 5 H 0 R E s T E I N 502 1.2 EXISTING FIRE EXTINGUISHER EXISTING EXIT SIGNAGE 10 tD A9.1 f RECEPTION 13 EXISTING THERMOSTAT KEY NOTE FOR REFERENCE K F501 TYP. 10 KP 9 TENANT PROVIDED KEYPAD ACCESS IDA DONEW DOOR BELL a INTERIOR ELEVATION FOR REFERENCE 4 NUM Project 11 10 DOC NEW DOOR BELL CHIME ALIGN FACE OF FINISH WITH FACE OF FINISH KPD INSURANCE SUITE 550 SotA DOOR NUMBER SYMBOL F TENANT PARTIAL FIFTH FLOOR PLAN qtxts EXISTING DOOR TO REMAIN PROPOSED PATH OF EGRESS IMPROVEMENT �2.1 EXIT REQUIRED EXIT LINCOLN TOWER 10260 SW G69EENBURG RD TIGARD,OREGON GENERAL NOTES A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. X m A- B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. L C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. CEILINGSE.,% L:.s D. SUSPENDED ACOUSTICAL TILE AT 8'-11"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 11A8.1. PORT F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. Ti H G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH OF TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL,. ", . / . : .�5 .' /i i/ �i�%�•<�;-.:,° ,. , / H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT'S VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL. % LAYOUTS. 1. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. 118) MACKENZIE 2015 x J. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. AL L RIGHTS RESERVED _71 L, L °' '; �l K. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH SUITE STANDARD UNLESS NOTED OTHERWISE. THESE DRAWINGS ARE THE PROPERTY < 7 L OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON 04-23-2015, WHILE VACANT) AND PLAN, ELECTRICAL OF MACKENZIE AND ARE NOT TO BE AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL USED OR REPRODUCED IN ANY MANNER, Il WITHOUT PRIOR WRITTEN PERMISSION -J x REQUIREMENTS WITH TENANT. N. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT REVISIONS: >xl-" ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. REVISIONS REVISION DELTA 0. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO THIS CLOSING DATE [> NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. o'o SHEET P. REPLACE DAMAG*ED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. Q. ADD SOUND INSULATION IN ALL NEW WALLS, EXCLUDING PARTIAL HEIGHT WALLS. x V� KEYNOTES 16 1. ALIGN NEW WALL WITH EXISTING WALL. 2. ALIGN NEW WALL WITH EDGE OF EXISTING COLUMN. SHEET TITLE: 3. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 4/A8.1. MODIFY EXISTING WINDOW COVERINGS AS REQUIRED. PARTIAL FIFTH 4. NEW 3'-0" WIDE TEMPERED RELITE TO MATCH SUITE STANDARD OF DEMOLISHED RELITES, SEE DETAIL 6/A8.1. 5. NEW 4x8 PLYWOOD PHONE BOARD. FLOOR PLAN, 6. CONFIRM IF EXISTING OUTLET IS DEDICATED. IF NOT, CONVERT OUTLET TO BE DEDICATED. REFLECTED 7. PROVIDE BLOCKING, POWER AND DATA ROUGH IN LOCATION FOR TENANT PROVIDED FLAT SCREEN. CEILING PLAN 8. CONFIRM FINAL LOCATION AND SPECIFICATIONS WITH TENANT AND TENANT'S FURNITURE VENDOR. REFLECTED CEILING PLAN 9. RAISE EXISTING DUPLEX OUTLET TO HEIGHT INDICATED. AND NOTES A2.1 1/8"=1'-0"1/8'=I'-O' 10. PROVIDE ELECTRIFIED HARDWARE FOR TENANT PROVIDED KEYPAD ACCESS SYSTEM. CONFIRM FINAL SPECIFICATIONS WITH TENANT. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 11. PROVIDE ELECTRIFIED HARDWARE FOR TENANT PROVIDED DOOR BELL AND CHIME. CONFIRM FINAL LOCATIONS AND SPECIFICATIONS FOR DOOR BELL AND CHIME WITH TENANT. 12. PROVIDE NEW DISHWASHER AT EXISTING DISHWASHER LOCATION. CONFIRM EXISTING REMAINING CABINETRY CLEAR DIMENSIONS WILL ACCOMMODATE NEW DRAWN BY: KJF DISHWASHER SPECIFICATION; 13. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUT. .CHECKED BY: MRT, PDK 14. WORK STATION BY OTHERS. COORDINATE POWER REQUIREMENTS WITH TENANT. SHEET: 15. REMOVE EXISTING PENDANT LIGHT FIXTURES. PROVIDE NEW CEILING TILES AS REQUIRED TO MATCH EXISTING WHERE REMOVED. 16, EXTEND EXISTING GRID AND PROVIDE NEW CEILING TILES AS REQUIRED TO MATCH EXISTING WHERE SOFFIT IS REMOVED. 17. CONFIRM EXISTING LIGHT DOES NOT INTERFERE WITH NEW WALL PLACEMENT. RELOCATE IF REQUIRED. 18. RELOCATE SPRINKLER AS REQUIRED TO ACCOMMODATE NEW LIGHT PLACEMENT. 19. RELOCATE HVAC AS REQUIRED TO ACCOMMODATE NEW LIGHT PLACEMENT. A 2.1 JOB N0.2110954.56 PERMIT SET: 10-28-15 211095456\4-DRAWINGS\ARCHITECTURAL\56-A2.1-DWG KJF 10/28/15 11:33 1:96.00 FLOOR OR ROOF STRUCTURE * LINCOLN TOWER STUD SIZE: 2 1/2" POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 8" MAX. ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT LIMITING WALL HEIGHT TABLE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER ° � ATTACH STUD TRACK ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ° A INTERIOR NON STRUCTURAL NON-COMPOSITE WAILS L/240 0 5psfID WITHIN 8" OF PERIMETER BRA�EGABOVE TO LATERAL BRACING WITH APPROVED VERTICAL ® " DESIGNATION SPACING MAX.WALL HEIGHT COMPRESSION STRUT AT 12'-0" OC EA WAY// SUSPENDED CLG %8'� 250S125-18 24" 8'-4" ASSEMBLY \ Architecture =Interiors COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB `.Q 0 2505125-18 16" 9'-7" "ATTACHED �04 2505125-27 24" 9'-10" �, / 45' Planning s Engineering WALL" �.m `.Q 250SI25-18 16" 11'-3" r1 \1[ t o- 3625125-18 24" 13'-5" CUT TILE FOR TIGHT METAL STUD BRACING CERIN EDGE AT WALL FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" A 362S125-18 NTS 16" 14'-4" OC W/ (2) #8 SHEET METAL NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" CASING BEAD Portland,OR 60 A TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 3625162-33 16" 16'-5" USG 200—A PER SCRESPAN WS TTABLE. BRACING TOEACH END. STUD BE SIZING 503.224.9560 -- DO NOT SCREW BERC 2 CLIP TO TRACK Vancouver,WA 362S162-43 16" 18'—O" SOUND ATTENUATION � PROVIDED WHERE DISTANCE BETWEEN 360.695.7879 TABLE MAX. LENGTH 600SI62-33 16" 24'-6" AT ALL NEW WALLS, TYP. PERPENDICULAR INTERSECTING WALLS CROSS RUNNERS FIT BETWEEN MAIN RUNNERS OR HORIZONTAL BRACING BETWEEN Seattle,WA 1/2" DIA CONDUIT (EMT) 5'-10" 206.749.9993 MAIN RUNNERS AT 4'-0" OC INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS WALLS EXCEEDS 8'-0" OC SUPPORT WITH #12 WIRE AT 4'-0" OC OR 314" DIA CONDUIT EMT 7'-8" WITH CERAMIC TILE FACING L/360 ® 5psf www.mcknze.com 6'-0" MAX 1" DIA CONDUIT EMT 9'-9" METAL STUDS SEE WALL HEIGHT WITH #10 WIRE AT 5'-0" OC EA WAY GYP BD EA SIDE 4 TZTABLE FOR GAUGE AND SPACING SGL 1625125-33 MTL STUD 12'-0" LATERALLY BRACE MAIN RUNNER TO 1-5 8"x20GA DESIGNATION SPACING MAX WALL HEIGHT M C CONT ACOUSTIC SEALANT DESIGN D E N Z I E DRIVEN I CLIENT FOCUSED NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 1625125-33 15'-0" 3625125-18 16" 12'-4" EA SIDE AGAINST TRACK ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x20GA 3625125-33 16" 14'-3" j� NO SEALANT AT SIM COND Client CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 2505125-33 MTL STUD 13'-6" _j 1/2" MAX APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF 2-1 2"x20GA °n TTOM TRACK TO FINISH CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK 2505125-33 15'-0" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH CONCRETE SLAB—Z ' LAB FLOOR W/ POWDER DRIVEN 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"x20GA) x ANCHORS AT 4'-0" OC AND OTHER LARGE OBSTRUCTIONS 3s H o R E S T E I N 1 SUSPENDED CEILING BRACING WALL HEIGHT TABLE s NON—BEARING WALL z q81 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z A8.1 ¢ A81 AT FLOOR AND SUSPENDED CEILING THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v 3 NOTES, --SOUND ATTENUATION BATT A. FINISH ENDS, TYP C. ALL CABINET FACES AND DOORS TO Project AS OCCURS B. CONFIRM REQUIREMENTS AND SIZES MATCH EXISTING ADJACENT P-LAM GYP BD WALL AS OCCURS FOR ALL EQUIPMENT/APPLIANCES SURFACES AT BREAK 518 SUITE KPD INRANCE SUSU 550 GYP BD PARTITION SEE PLAN _ _ — — PRIOR TO CONSTRUCTION OF D. SHIM AS REQUIRED CABINETRY TENANT SOUND ATTENUATION BATT IMPROVEMENT AT ALL WALLS, TYP. SOUND ATTENUATION BATT AS OCCURS LINCOLN TOR LINE OF SILL AS OCCURS 7 GYP BD WALL AS OCCURS DOUBLE STUD AT JAMB, TYP 0260 W GREENBURG RD - — — TIGARD,OREGON ALUMINUM TRIM PIECE "CEE" *SIM.W/ 1�" RETURNS, FINISH CD METAL DOOR FRAME TO CEILING KREG TO MATCH WINDOW FRAMES DOUBLE STUD AT JAMB, TYP z (ANODIZED BUILDING z� MATCH SUITE STANDARD ��LIGN W/ LOWERSTANDARD) o w EXISTING COUNTER5 EQ.TIMELY FRAME, w TO REMAIN MATCH SUITE STANDARD U)F- PORTNEOPRENE SEAL L Ll In STOREFRONT GLAZING2015 SYSTEM iI M © ALL RIGHTSIRESERVED SIDE LIGHT AS OCCURS THESE DRAWINGS ARE THE PROPERTY WITH 1/4" TEMPERED GLASS OF MACKENZIE AND ARE NOT TO BE g USED OR REPRODUCED IN ANY MANNER, (Y WITHOUT PRIOR WRITTEN PERMISSION li I iI REVISIONS: 4 WALL AT EXTERIOR MULLION 5 TYP INTERIOR DOOR 6 TYP DOOR W/ NON INTEGRAL RECITE � CABINETRY ELEVATION ca REVISIONS REVISION DELTA m » THIS CLOSING DATE A81 3"=1'-0" q81 HEAD SIMILAR 3"=1'-0" o q81 HEAD SIMILAR 3"=1'-0"o q81 ® BREAK 518 1/4"=1'—O" w ro SHEET ES 1"' I A. FINISH ENDS, TYP D. SHIM AS REQUIRED B. CONFIRM REQUIREMENTS AND SIZES E. ALL CABINET FACES AND DOORS TO I (2) ADJ. CONTINUOUS P—LAM EDGE, FOR ALL EQUIPMENT/APPLIANCES MATCH EXISTING ADJACENT P—LAM MELAMINE SHELF P—LAM TBD PRIOR TO CONSTRUCTION OF SURFACES AT WORK/SERVER 520 > —_ PLAS. LAM. ON ALL CABINETRY F. ALL EXPOSED EDGES AT DOORS AND SHELVING w i I EXPOSED SURFACES, C. ALL COUNTER TOPS, EDGES AND TO BE P—LAM TO MATCH ADJACENT P—LAM TBD BACKSPLASHES TO MATCH EXISTING VERTICAL SURFACES. w s— ""_ STEEL HANGRAIL N --- ADJACENT P—LAM SURFACES AT P—LAM FACES SHEET TITLE: WORK/SERVER 520 ; — DETAILS 4" BACK AND SIDE SPLASH AS AND 9 w 25' P.L. rOP OCCURS `� ELEVATIONS CEILING A8'1 w �o A I W/ LOWERS w SOLID SURFACE COUNTERTOP EXISTING / AND SPLASH LLL DOOR / o R j (1) ADJ MELAMINE F.T. WOOD BLOCKING I o a SHELF DRAWN BY: KJF 5 1 211 11 1/2" CHECKED BY: MRT, PDK o w ——=—LLJ SHEET: w END & INTERMEDIATE N P-LAM BRACKETS - SPACE TO I Y 50% AT 5'-6"H AFF ALLOW MAX. 36" SPAN. ^ 8.1 4,_7„f RUBBER BASE 50% AT 4'-O"H AFF 3/4" PART. BD. - ANCHOR MIN. 4 EQ. > w TO ENDWALLS OF CLOSET H 2'-0” 3 CHROME ROD s CABINETRY ELEVATION s COUNTER SECTION ) 10COAT CLOSET SHELF AND ROD JOB No.2110954.56 WORK/SERVER 520 1/4"=1 —0 w TYPICAL 3/4"=1 —0 m 3"=1'-0" Q PERMIT SET- 10-28-15 A8.1 A8.1 Q A8.1 a 0 •211095456•C:\TEMP\ACPUBLISH_6352\56-A6.1.DWG LER 10/27/15 15:16 1:96.00 NOTES: A. PROVIDE (3) EQUAL BUTT GLAZED PANELS WITH CLEAR SILICONE ATTACH 9/16" 362S125-43 STUD BRACING CAULKING AT BUTT SEAMS. PROVIDE CLEAR STRUCTURAL SILICONE CAULKING L METAL TO "CEE" TO UNDERSIDE OF EXISTING WHERE GLAZING MEETS WALL. FLOOR/ ROOF AND STRIKE B. PROVIDE POLISHED GLAZING EDGE AT EXPOSED END GLAZING PANEL. BRAKE SHAPE W/ (2) #8 SMS AT EA END NEW WOOD CAP, WOOD TO ' DOOR S C H E D U L E MATCH EXISTING SUITE � WOOD SPECIES, STAIN AND 45' \ 45' 11 FINISH DOOR DOOR DOOR FRAME HDWR Architecture Interiors DOOR OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH DETAILS GROUP RATING COMMENTS Planning�Engineering L3"x 3"x%" POST ® \� EXIST 3'-0"x8'-8" EXISTING DOOR 3 UNSUPPORTED END OF WALLS �� 501A 3'-0"x8'-8" EXISTING DOOR 1,3 F— 502A (PR)3'-0"x8'-8" 1N" FL SC S HMK FF 5/A8.1 H-2 -- -- T/ANGLE SUPPORT HEIGHT TBD. ASSUME 504A 3'-0"x8'-8" 13/4" FL SC S HMK FF 6/A8.1 H-1 -- 2 `w v 508A 3'-0"x8'-8" IN" FL SC S HMK FF 6/A8.1 H-1 -- 2 = 1'-0" BELOW HALF WALL HEIGHT 1/8" BLACK NYLON Portland,OR — z SPACE — CONT. 509A 3'-0"x8'-8" IN" FL SC S HMK FF 6/A8.1 H-1 -- 2 503.224.9560 ¢'Q 512A 3'-0"x8'-8" 1 " FL SC S HMK FF 6/A8.1 H-1 -- 2 Vancouver,WA F 3%" 20 GA. METAL STUDS 513A 3'-0"x8'-8" 1%" FL SC S HMK FF 6/A8.1 H-1 -- 2 360.uver, A _ ® 16" o.c. 514A 3'-0"x8'-8" 13/a" FL SC S HMK FF 6/A8.1 H-1 -- 2 Seattle,WA Q515A 3'-0"x8'-8" I 1%" I FL SC S HMK FF I 6/A8.1 H-1 -- 2 Z 3 — 206.749.9993 519A 3'-0"x8'-8" EXISTING DOOR 1,3 0 PAINTED www.mcknze.com o GYP BD 1 HARDWARE GROUPS: ABBREVIATIONS: R 3/8"x6"x6" L W/ (2) H-1: PASSAGE EXIST EXISTING LATCHSET F75 GRADE 1, M AC K E N Z I E-. BASE 4 & (2) BUTTS, SEAL, STOPS FF FACTORY FINISH 3/8"OTHRU BOLTS A307 MIN 20 FL FLUSH DESIGN DRIVEN CLIENT FOCUSED SAT CEILING H-2: CLOSET GAUGE HMK HOLLOW METAL KNOCKDOWN Client DUMMY TRIM DOOR HANDLES S STAIN GLAZING CHANNEL EACH LEAF. PROVIDE T EXISTING CONC SLAB SC SOLID CORE WOOD BUTT GLAZING o POSITIVE LATCH ROLLER = CATCHES AT EACH DOOR I 04 o HEAD. PREP FRAME AS s H o R E S T E I N 1 PARTIAL HEIGHT STUD WALL 2 GLAZING a CONCEALED HEADER o REQUIRED. A9.1 Q A9.1 3"=1'-0" T DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: _ 1. EXISTING DOOR AT EXISTING A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, RATED CORRIDOR. PROVIDE AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. ELECTRIFIED HARDWARE FOR B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR TENANT PROVIDED KEYPAD WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. Project ACCESS SYSTEM. PROVIDE C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, KPD INSURANCE CONDUIT FOR SYSTEM TO INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. SUITE 550 CONNECT BACK TO D. ALL DOORS, FRAMES AND HARDWARE TO MATCH SUITE WORK/SERVER ROOM 520. STANDARDS. TENANT COORDINATE FINAL E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE IMPROVEMENT SPECIFICATIONS WITH TENANT MEASUREMENTS BASED ON FIELD OBSERVATION. AND TENANT'S VENDOR. F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING LINCOLN TOWER 2. NEW DOOR WITH NEW INVENTORY OR RELOCATED WITHIN SUITE WHERE ADJACENT NON INTEGRAL POSSIBLE. 10260 SW GREENBURG RD RELITE. TIGARD,OREGON 3. PROVIDE DOOR TOUCH UP THROUGHOUT AS REQUESTED D FI TENANT, IF FEASIBLE. ����'" FINAL TOUCH UP SCOPE TO BE REVIEWED AND APPROVED BY LANDLORD. D CL C� H ROOM FINISH SCHEDULE FDR , D N �1 FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING 0 ROOM ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING FINISH NO FINISH FINISH FINISH FINISH FINISH FINISH HT. MAT'L COMMENTS MACKENZIE 2015 501 RECEPTION CPT RB GB/P P P GP/P EXIST EXIST © ALL RIGHTS RESERVED 502 CLOSET CPT RB P GB/P P P EXIST EXIST THESE DRAWINGS ARE THE PROPERTY 503 OPEN OFFICE CPT RB -- P GB/P GB/P EXIST EXIST U5 D OR REPRODUCED A NE ANDY MAONNER, 504 CONFERENCE CPT RB GB/P GB/P GB/P P EXIST EXIST WITHOUT PRIOR WRITTEN PERMISSION 505 OPEN OFFICE CPT I RB P I -- GB/P P I EXIST EXIST IREVISIONS: 506 OFFICE CPT RB P P P P EXIST EXIST 507 OFFICE CPT RB P P P P EXIST EXIST ooa REVISIONS REVISION DELTA 508 OFFICE CPT RB P GB/P GB/P P EXIST EXIST s� THIS CLOSING DATE 509 OFFICE CPT RB P GB/P GB/P GB/P EXIST EXIST �o SHEET 510 OFFICE CPT RB P P P GB/P EXIST EXIST 511 OFFICE CPT RB P GB/P P P EXIST EXIST 512 OFFICE CPT RB P GB/P GB/P GB/P EXIST EXIST 513 OFFICE CPT RB P P GB/P GB/P EXIST EXIST 514 OFFICE CPT RB GB/P -- GB/P GB/P EXIST EXIST 515 OFFICE CPT RB GB/P -- P GB/P EXIST EXIST 516 OPEN OFFICE CPT RB GB/P GB/P P P EXIST EXIST 517 OPEN OFFICE CPT RB GB/P GB/P P P EXIST EXIST 518 BREAK EXIST RB P P P P EXIST EXIST 519 HALL CPT RB -- P P P EXIST EXIST 520 WORK SERVER EXIST RB P P P P EXIST EXISTSHEET TITLE: FINISH SCHEDULE NOTES: ABBREVIATIONS: DETAILS A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET AND TO BE COORDINATED WITH TENANT. EXIST EXISTING SCHEDULES B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GS GYPSUM BOARD AFFECTED BY NEW WORK. PAINT NEW AND EXISTING p PAINT WALLS THROUGHOUT. C. PROVIDE NEW BUILDING STANDARD CARPET AND RB RUBBER BASE RUBBER BASE THROUGHOUT. EXISTING VCT TO REMAIN VCT VINYL COMPOSITION TILE WHERE INDICATED. DRAWN BY: KJF SCHEDULE OF INTERIOR FINISHES CHECKED BY: MRT, PDK CPT-1: TBD SHEET: P-1: TBD RB-1: TBD A9.1 JOB NO. 2110954.56 PERMIT SET: 10-28-15 211095456\4-DRAWINGS\ARCHITECTURAL\56-A9.1.DWG KJF 10/28/15 11:34 1:96.00