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Plans BUP2015 - 00321 S ITE 440 / 450 RECEIVED NOV 10 2015 Architecture - Interiors CITY OF TIGARD Planning Engineering BUILDING DIVISION TENANT IMPROVEMENT Portland, OR TRIANGLE III 03.224.9 60 503.224.9560 Vancouver, WA 0,6953879 13221 SW 68TH PARKWAY 36eattle, WA Seattle, WA 206.749.9993 TIGARD, OREGON www.mcknze.com MACKENZIE.. DESIGN DRIVEN I CLIENT FOCUSED INDEX OF DRAWINGS DEFERRED SUBMITTAL (DESIGN BUILD) LEGEND Cent 2014 OSSC SECTION 107.3.4.2 (by separate permit) T1.0 CODE SUMMARY PLAN AND NOTES FIRE SPRINKLER o EXISTING WALL TO REMAIN A2.1 PARTIAL FOURTH FLOOR DEMO PLAN, FLOOR PLAN, KEY PLAN AND NOTES FIRE ALARM CBRE A6.1 PARTIAL FOURTH FLOOR CEILING DEMO PLAN, REFLECTED CEILING PLAN, KEY PLAN AND NOTES MECHANICAL ® NEW WALL TO UNDERSIDE OF GRID, SEE 2/A8.1 A8.1 DETAILS ELECTRICAL CB RICHARD ELLIS A8.1 DETAILS AND ELEVATIONS PLUMBING o EXISTING 1 HOUR RATED WALL TO REMAIN A9.1 SCHEDULES EXIT ILLUMINATION o EXISTING DEMISING WALL TO REMAIN SCOPE OF WORK NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN EXIT REQUIRED EXIT OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS Project ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS SUITE 440/450 DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW TENANT IMPROVEMENT FOR AN APPROXIMATELY 4,249 SQUARE FOOT TENANT ON THE FOURTH OF FIVE FLOORS. PRIOR TO SUBMITTAL NOT IN SCOPE OF WORK WORK TO INCLUDE NEW WALLS, DOORS, AND CASEWORK. TENANT APPROVAL' ® EXIT SIGN LOCATION TRIANGLE III 13221 SE 68TH PARKWAY 1�11 FIRE EXTINGUISHER LOCATION TIGARD, OR 97223 DESIGN/CODE DATA J GOVERNING CODE: 2010 OSSC OCCUPANCY: 8 T 3041A TO f� CONSTRUCTION TYPE: TYPE I—B TENANT AREA (APPROX): APPROX. 4,249 S.F. 0-3 OCCUPANCY LOAD: 43 *� PORTLAND, OREGON 1 REQUIRED EXIT, 2 EXITS PROVIDED j� ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE OF Q� BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION THROUGHOUT WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER 015 COMMON PATH OF © MACKENZIE SER ALL RIGHTS RESERVED EGRESS TRAVEL: 44'-4" THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, OF DIAGONAL = 31'-1N % / , i' WITHOUT PRIOR WRITTEN PERMISSION I REVISIONS REVISION DELTA S.W. IRVING S S� THIS CLOSING DATE �' / / iro SHEET Ire !/ TRIANGLE _ �.� % ,( ,EXIT CORPORATE SHEET TITLE: TY OF TIGARD SUMMARY CI PARK ._REVIEWED FOR CODE COMPLIANCE CODE �,� BUILDII�,�Ve� 1 � PLAN AND�� OTC: NOTES Permit#: /i i/ / ✓ / . i /' Address: Suite #: O By: Date: ' i f /. /' //> f '�/ Iii '' '` ✓"i �' / / P/- / i '/� �/ '�/,,'`', l :/ i / , / s-/�1� dh- . � � DRAWN BY: SYB OFFICE COPY CHECKED BY: DMR, PPA NORTH SHEET: DISTANCE BETWEEN DOORS = 48'-6" T1 .O CODE SUMMARY PLAN VICINITY MAP JOB N0. 2080243.36 NORTH PERMIT SET 11/10/15 208024336\4_DRAWINGS\ARCHITECTURAL\36-TI.O.DWG SIB 11/09/15 13:41 1:96.00 GENERAL NOTES LEGEND t4 6"Lll a" •" A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. I==-n c==-==� EXISTING CONSTRUCTION TO BE DEMOLISHED ACChlteCtUre � Interiors it it 8 B. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. Planning Engineering C. COORDINATE ELECTRICAL REQUIREMENTS WITH OWNER, ALL ELECTRICAL DRAWINGS it TYPit WILL BE BY DEFERRED SUBMITTAL. it o EXISTING WALL TO REMAIN tit it D. ALL NEW INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. ® NEW WALL TO UNDERSIDE OF GRID, SEE 2/A8.1 it it it it it E. ALL NEW INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING .- it ?i ?' STANDARD UNLESS NOTED OTHERWISE. o EXISTING 1 HOUR RATED WALL TO REMAIN it it it ii I it itII ....... F. OTHERWISE. CONTRACTOR TO F VERIFY 1 ® NEW 1 HOUR RATED WALL, SEE DETAIL 4/A8.1 !! ii OCi 503.224.9560 OUTLETS INDIA A G UNLESS NOTED OTHE FIELD 1 _ . LOWEROVOC PAINT ISYS EMS REQUIREMENTS UTILIZED,T TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. EXISTING DEMISING WALL TO REMAIN Vancouver,WA H VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START of WORK 606957879 it it4 !(� ® NEW WALL TO STRUCTURE, SEE DETAIL 3/A8.1 0 3 i........F, I. PATCH AND REPAIR EXISTING WORK DAMAGED DURING CONSTRUCTION TO NEW CONDITION. Seattle, WA 6 9993 i' _"""""""""""" AL, ELECTRICAL AND PLUMBING DESIGN/BUILD BY OTHERS. NEW WALL TO 48 AFF. PROVIDE SOLID WOOD TOP CAP, SEE DETAIL 5/A8.1 .74 . `: r-------------y T� -.: . .: ::-:�....� N ea....... Ei-'- K REUSE ALL OPERATIONDANDMAPPEARANCE.ERE }t EXISTING OUTLET AND TELEPHONE/DATA - i :' : : - -""--" -" - POSSIBLE. SERVICE OR REPAIR TO PROVIDE www.mcknze.com i " _ ' L. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR REQUIRED CLEANING --------- a p-.-.�.:.::::::.::.:.:: :i �� NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION MACKENZIE, - --"" THROUGHOUT THE STRUCTURE, DEEMED TO BE THE RESULT OF THEIR WORK. THE !T� DESIGN DRIVEN I CLIENT FOCUSED 5 ;E pW',' _ MATERIALS, M H U A TELEPHONE/DATA Client OUTLET AND nNEW BASE F ij �/� ;. ; M COMPLETION OFTHEOD, (2) CIRCUITS ;; ---------;-== ;---- „ 5 i; M. ALLL DIMENSIO SO SHOWN AS P US/M NUS (t) AREFOR GENERAL LAYOUT AND REFERENCE ONLY. Vi% DEMOLISHED ED ig it 't ''' °W' ''----_---------------------- ' VERIFY N CONDITIONS PRIOR START OF WORK NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION i y................... i AND CONFIRM ALL DIMENSIONS AND RIO TO !i ? - - , " DISCREPANCIES PRIOR TO START OF WORK -------------- ...... NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANC E 3 N. THE CONTRACTOR SHALL COORDINATE MECHANICAL, ELECTRICAL AND FIRE SPRINKLER DRAWINGS NEW DEDICATED QUADRUPLEX OUTLET CBRE ` Y WITH ARCHITECTURAL TENANT IMPROVEMENT DRAWINGS. ADVISE ARCHITECT/DESIGNER PROMPTLY rs CB RICHARD ELLIS rt s. OF ANY CONFLICTS BETWEEN DISCIPLINES. f5 EXISTING FIRE STROBE it it 3 0. PROVIDE SOUND ATTENUATION BATT AT ALL NEW AND EXISTING WALLS. 1 KEY NOTE FOR REFERENCE v \ ".I` P. THE CONTRACTOR SHALL SUPPLY ALL ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED ` M"� , FOR ALL OTHER PERMITS. 20oA DOOR NUMBER SYMBOL 7 Q. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF ALL FURNISHINGS, FINISHES, BUILDING STRUCTURE, EQUIPMENT, AND SYSTEMS, AS REQUIRED. ALIGN FACE of FINISH WITH FACE OF FINISH Project 4440/450R. TENANT DOOR HARDWARE SHALL BE BUILDING STANDARD, IF APPLICABLE, WITH FINISH TO SUITE ------ MATCH BUILDING STANDARD. - . - TENANT IMPROVEMENT S. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. r' " " NEW LVT LOCATION, SEE SPECIFICATION T. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. U. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. TRIANGLE III ANY CONFLICTS, INCLUDING BUT NOT LIMITED To BUILT CONDITIONS OF M.E.P. AND FIRE ALARM 13221 SE 68TH PARKWAY IN THE PLANS SHALL BE CALLED To THE ATTENTION OF THE ARCHITECT/DESIGNER PRIOR TO TIGARD, OR 97223 OF A COST FOR CONSTRUCTION, SO THAT THE CLARIFICATION CAN BE ISSUED. 1 V. DASHED LINE FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT PARTIAL FOURTH FLOOR DEMO PLAN VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. Q� A2,1 1/8"=1'-O" ELECTRICAL COORDINATION W/ FURNITURE BY TENANT OR TENANT VENDOR. 304'"�C�jf� ®RTLANO., �R 4T0 DEMOLITION KEYNOTESy OREGON �1 1. REMOVE EXISTING FLOORING AND BASE- TYPICAL. 3 2. REMOVE EXISTING TENANT ENTRY DOOR AND RELITE. OF 00 3. DEMO EXISTING CORRIDOR WALL TO RECEIVE NEW TENANT ENTRY DOOR AND RELITE. r7m- -' 4. DEMO EXISTING TOILET, SINK, COUNTER AND PLUG EXISTING PLUMBING. I ( a y {' ` - 5. DEMO EXISTING CABINETRY AND SINK. MACKENZIE 2015 _j IF 18 i ! CO FERlJ 0 �' 6. DEMO EXISTING CABINETRY. © ALL RIGHTS RESERVED ! ! ( ! , I^ I � TYP 7. DEMO EXISTING RELITE AND PREP FOR NEW WALL. THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE 8. DEMO AND RECYCLE EXISTING EXTERIOR WINDOW COVERINGS, TYP. USED OR REPRODUCED IN ANY MANNER, OFFICE 4 TY 11 WITHOUT PRIOR WRITTEN PERMISSION J 405 ( ( ! OPEN ! ! ! O KEYNOTES REVISIONS: OFFICE Z 11 6 405A I ! ! ! ! { 404 -T - - _ - _ 403A 1. ALIGN NEW WALL WITH EXISTING WALL OR CORNER. of REVISIONS REVISION DELTA THIS CLOSING DATE 2. ALIGN NEW WALL WITH EDGE OF EXISTING COLUMN. Wo SHEET 11 OFFICE 406A ! 1 i 7 . 3. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 7/A8.1. 406 I ! t •_ € ! f �. �' 4. FULL HEIGHT GLASS DOORS WITH FULL HEIGHT BUTT GLAZING RELITES, TYP. SEE SPECIFICATION �( _, - -- - - -a•- - -- • - I 1,415. „ FOR DOOR PULL. SEE DETAIL 8/A8.2 ,';j� x 5. NEW P-LAM UPPER AND LOWER CABINETRY W/ SOLID SURFACE COUNTERTOP, SEE ELEVATION 1/A8.2 _' 'j 6 PROVIDE BEER TAP AT BREAK AREA. I H VT, A E of WALL. \.. R 7 PROVIDE NEW L ALIGN WITH EDGE 6' 2 9��=5�" '� 8. NEW P-LAM UPPER AND LOWER CABINETRY SEE ELEVATION 2/A8.2 1 BREAK :_ CONFERENCE 11 4o7A PHONE CLO T AREA :. CLOSE -7-0-2-1;, 9. NEW P-LAM COUNTERTOP. 411A A8.2' 413A OFFICE 408 411 412 413 0 9 TYp 4 10. PROVIDE NEW SLIDING POCKET DOOR. 407 10 11. PROVIDE NEW CARPET, SEE SPECIFICATION. - !� :x 12'-4" 10 -22 = r I 408A , - ,µ -HM �"-y 12. SEALED CONCRETE WITH DIAMOND POLISH AND MDF BASE AT RECEPTION AND WAITING AREA. SEE SPECIFICATION. SHEET TITLE -4 402A 1 13. CARPET TILE RUG LOCATION, SEE SPECIFICATION. AREA OF WORK 16'-8 " F - 14. ACCENT TEXTILE WALL PANELING LOCATION, SEE SPECIFICATION. PARTIAL FOURTH U) 7 14 TP-1 12 14 TP i' ...._ 's 15. NEW BUILDING STANDARD TENANT ENTRY DOOR WITH FULL GLAZED VISION PANEL AND RELITE. FLOOR DEMO PLAN, 8 2'-6" 16 A8.2 7'-7"t RECEPTION I ? 16. ADJUSTABLE MELAMINE SHELVES. FLOOR PLAN 17. PROVIDE NEW VCT AT STORAGE/IT ROOM, SEE SPECIFICATION. KEY PLAN 2 -3 2 15 18. NEW WINDOW COVERINGS AT EXTERIOR WINDOWS, TBD. AND NOTES I A8.2 13 ORK COPY 401A o 409 9,-31,. c 409A. I 410A I DRAWN BY: SYB 17 L1 L CHECKED BY: DMR, PPA -ASTORAGE IT 410 LTJ SHEET: fiv 2 PARTIAL FOURTH FLOOR PLAN 3 KEY PLAN NTS JOB N0. A2.1 1/811=11-0. A2.1 2080243.36 NORTH PERMIT SET: 11/10/15 208024336\4_DRAWINGS\ARCHITECTURAL\36-A2.1.DWG SYB 11/09/15 13:34 1:96.00 GENERAL NOTES LEGEND A. OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT --- - EXISTING CONSTRUCTION TO BE DEMOLISHED Architecture E r ; „ FOR SEISMIC BRACING SHED Architect Interiors ---- --- :---- --- i -._.. ----- {. +. {- ;�}-----t- 1- -, ..... F.....j�_._,i-----�---...F-•i'r,...-- ----;---;-----�- - .-.f...--{-H--+-----� �iSEE DETAILS 1/A8.1. • i i?: :� •.�: ' """ � � """ ' *' - - - - - NTS WITH TENANT, ALL ELECTRICAL -' Plannl g Engineering r r; ' "•'• ••:• B. DRAWINGS o �� rs COORDINATE ELECTRICAL REQUIREMENTS ,;; ,,r; ; ;;, - - EXISTING WALL TO REMAIN r ;:r ;,: , r r _ _ _ �j- 'n WILL BE BY DEFERRED SUBMITTAL S G N jr., ru ;;'•, ;?; ;;; C N COMPLETION NEW WALL TO UNDERSIDE OF GRI SEE 81 r .r. ,,r r •r . ,,• , . r r r r r r r ,•r i ! TON r r r r r r rr i i !i HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUT _ _ o i + i ,s + ,. �------.- 4 , ; .r - - - - - ---+-- --+---- ---'}-----+-- - ----+-�. '- D. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. EXISTING 1 HOUR RATED WALL TO REMAIN ;;,;;; ,•. , N ENERGY CODE ALLOWANCES AND ® Portland, NEW 1 HOUR RATED WA SEE DETAIL 8.1 ;•.....:.. .•, .,. r .., ,r, , - _ LLQ cl FINAL LIGHTING LAYOUT IS DEPENDANT ON OREGON 4 A Portla R EXISTING BUILDING INFRASTRUCTURE IN CEILING / 503.224.9560 r r .0 r r EXISTING D er,WA ... _-------------- ii id E. Y, ONLY EVALUATED APPROVED SHOT-IN ANCHORS DEMISING WALL TO REMAIN r• moi:' .. 0 SCHEDULE IF SEISMIC UPGRADE IS NECESSARY, / Vancouv -t ' =}j ALLOWED FOR USE !N SEISMIC OVERHEAD INSTALLATION. CONTRACTOR T ® 3606957879 : ;; " ro: NEW WALL TO STRUCTURE, SEE DETAIL 3/A8.1 ----+-----t'—,L-----�-----+-----�-----i•--�F- ---+"-•--�---�iL....� �- - -- - - ----- -- � ----- ----- --- ------ - -----f---- -:a---- i--I-- Seattle WA r ;;, -„- - ;-”","-?-"" -` ;�•,�--;T;_ SPECIAL INSPECTIONS REQUIRED BY CODE IF USING SHOT IN ANCHORS r••; •r r•• r ,, . , ; � I .749.9993 i iii ; ii! r i r• „ • � r. „.r r ..r rr r ,. r, �"- .._F.._—'+---��� � r r r .•, r rr, r r r—.—}_.—'j--yr r. r r r r I I¢.....'... ", 1 u; ,,, ;, „ DEMO EXISTING CEILING GRID www.mcknze.com _ F SUSPENDED ACOUSTICAL TILE CEILINGS AT 9'—O"± E 206 SUS E (EXISTING) AFF UNO k r r r r r r ' G. BY CODE. : - - ---..—..-----•-----•,-i------r--rr:-----• ------.....-•-----•----...�.-----•----•-----^------�---- :----;----=---------=---- - -- -- ----- - - - - - ----- -- - ----- - PROVIDE OCCUPANCY SENSORS AT ALL ENCLOSED ROOMS AS REQUIRED --- - PR CCU r r r r r ,,, r r r r r , r r r r rrr r r r r r r ; W r ;r r r r r r r r r r r r r - -- - NE CEILING GRI SEE SPECIFICATION r } , r + . I T r r r i;- . r r r r r r r r .;.;_ r r r r. r r r r r i;; �jf r . .. .rr MACKENZIE , ; ,,, _ _ DESIGN DRIVEN I CLIENT FOCVEED ;,s-- ; : EXISTING LIGHT FIXTURE TO BE REMOVED RELOCATED r r , r r r r r •,• ;; ;;: •.; - - - - � i<c:'_-�'•.. Client „r r , r r } , ^,—�; r rrr „r rr, �; .r r r r r r r r ^ f - ---j�----- ii'•. ;'ii _ IUH1, EXISTING RECESSED CAN LIGHT FIXTURE TO BE REMOVED : W----'----�-----�'---•+.._--+-----'�-'F----+'__�----- ----��---'�-----+-----%-"---�---- -- ---- -- ---- - -- - r'i---+------ ----- ---- ----- - ---+-----a----'---';F----'! -- SUSPENDED LIGHT FIXTURE, FLUXWERX PROFILE -- N i CBRE --- o E, TBD CB RICHARD ELLIS ' : N I UR " _ ,-- --•---- DECORATIVE PENDANT LIGHT FIXTURE,FINISHES TBD Y. e ' Ltd DECORATIVE PENDANT LIGHT FIXTURE, TBD , A. , , {. ;;•,,;;., ,,;;,; � � - - - �' ® NEW OR RELOCATED EXIT SIGN r--i UNDERCOUNTER LED LIGHT FIXTURE Project SUITE 440/450 ❑ NEW RECESSED SQUARE CAN LIGHT FIXTURE TENANT IMPROVEMENT ® NEW LITHONIA 2'x4' LIGHT FIXTURE x ------ ---- ----------- KEYNOTES _ 1. OPEN CEILING AT RECEPTION AREA, PAINT EXPOSED CEILING AND ALL HVAC WHITE. TRIANGLE III 2. PROVIDE NEW CEILING, SEE SPECIFICATION. 13221 SE 68TH PARKWAY 3. PROVIDE PRE-ENGINEERED HVAC FOR FUTURE OFFICES AT EAST WALL. TIGARD, OR 97223 4. PROVIDE GYP SOFFIT AT CEILING TRANSITION, SEE DETAIL 6/A8.1. 1 PARTIAL FOURTH FLOOR CEILING DEMO PLAN 5. PROVIDE 2' WIDE GYP SOFFIT, SEE DETAIL 12/A8.2. A6.1 1/8"=1'-O^ 3041 C�f ~ P E P ALTO 1' �-3 ORTLAND, OREGON -A © MACKENZIE 2015 ALL RIGHTS RESERVED Ell L I LTHESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, F IC WITHOUT PRIOR WRITTEN PERMISSION 4 5 REVISIONS: 0 FI E z 0 2 ❑ I ❑ o< REVISIONS REVISION DELTA P 5� THIS CLOSING A �o SHEET F IC 5 ❑ ❑ I I O O O 1 —r—I A8 2 I I ❑ ❑ REK CONFERENCE PH N CLOSET AREA CL ST 0 FIC 4 8 41 41 13 ❑ ❑ 8.1 AREA OF WORK SHEET TITLE: ° - PARTIAL FOURTH ° FLOOR CEILING vo RECEPTION DEMO PLAN, o 401 RELFECTED c CEILING PLAN, KEY PLAN AND NOTES OP Ji LL DRAWN BY: SYB cTnP4rF/11 CHECKED BY: DMR, PPA SHEET: A enI z PARTIAL FOURTH FLOOR RELFECTED CEILING PLAN 3 KEY PLAN A6.1 1/8.._1'-0" A6.1 NTS JOB NO.2080243.36'2080243.36 NORTH PERMIT SET: 11/10/15 208024336\4—DRAWINGS\ARCHITECTURAL\36—A6.I.DWG SYS 11/09/15 13:35 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 g" MAX. ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER , ATTACH STUD TRACK ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS 0 / THROUGH GRID TO v vQ METAL DECK AS OCCURS WITHIN 8" OF PERIMETER ® BRACE ABOVE ° v "y LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT 12'-0" OC EA WAY ��, SUSPENDED CLG \ / }'" DEFLECTION SPACE COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 4 45'/8 ° ASSEMBLY \ (DO NOT FASTEN STUDS ` ° u O m I v I I OR GYP BD TO RUNNER) PlanningtuInteriors Engln@@Clllg "ATTACHED ° > " �. 1MIN WALL" ° m° _ CONT 18 GA METAL R OO °ao- - FASTENED TO DECK AT 2'-0" 25 GA 3 1/2 METAL STUD BRACING CUT TILE FOR TIGHT OC W/ (2) TO FLOOR STRUCTURE AT 8#8 SHEET METAL'-O0' OC STAGGERED CBNOTE:UN EDGE A AT WALL FIT AT WALLS ? 5/8" TYPE 'X' GYP. BD. EA. SIDE FOR UNATTACHED WALLS PROVIDE A 1/2" CASING BEAD USG 200-A W/1" TYPE 'S' DRYWALL SCREWS Portland, OR TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP GYP BD EA SIDE SCREWS AT EACH END. BRACING 8' OC AT VERTICAL JOINTS AND 503.224.9560 - TO BE PROVIDED WHERE DISTANCE 12" OC @ FLR AND DO NOT SCREW BERC 2 CLIP TO TRACK Vancouver,WA SOUND ATTENUATION BETWEEN PERPENDICULAR INTERSECTING INTERMEDIATE STUDS 360.695.7879 TABLE MAX. LENGTH AT ALL NEW WALLS, TYP. WALLS OR HORIZONTAL BRACING (GA FILE NO. WP 1200) CROSS RUNNERS FIT BETWEEN MAIN RUNNERS BETWEEN WALLS EXCEEDS 8'-0" OC FASTEN RUNNER TO Seattle,WA 1/2" DIA CONDUIT (EMT) 5'-10" 206.749.9993 MAIN RUNNERS AT 4'-0" OC METAL STUDS - p. AT 2'-0" OC 3 4 DIA CONDUIT EMT 7 -8' METAL STUDS SEE WALL HEIGHT SOUND BATT INSULATION AS OCCURS www.mcknze.com 6'-0" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR - WITH #10 WIRE AT 5'-0" OC EA WAY 1" DIA CONDUIT EMT 9'-9" GYP BD EA SIDE TABLE FOR GAUGE AND SPACING TYP AT DEMISING WALL SGL 162S125-33 MTL STUD 12'- CONT ACOUSTIC SEALANT METAL STUDS SEE WALL HEIGHT M AC IC E N Z I E S. LATERALLY BRACE MAIN RUNNER TO 1-5 8"x2OGA EA SIDE AGAINST TRACK TABLE FOR GAUGE AND SPACING DESIGN DRIVEN I CLIENT FOCUSED NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 1625125-33 15'-0" NO SEALANT AT SIM COND CONT ACOUSTIC SEALANT ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OFMTL STUDS 1-5 8"x20GA EA SIDE AGAINST TRACK 0 Client CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" 1/2" MAX 1/2" MAX NO SEALANT AT SIM COND APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF 1(2-1/2 x20GABOTTOM TRACK TO FINISH 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 FLOOR W/ POWDER DRIVEN F= STRUCTURE. TRAPEZE DUCT WORK WIRES TO HAVE A 200# CAPACITY. MTL STUDS (2-1/2"x2OGA) ANCHORS AT 4'-0" OC SLAB ANCHORS AT 4'-0" OC AND OTHER LARGE OBSTRUCTIONS CBRE 1 SUSPENDED CEILING BRACING W CB RICHARD ELLIS z 2 NON-BEARING WALL 3 3 GYP BD PARTITION at METAL DECK U) A8.1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z A81 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" w A8.1 3"=1'-O" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTFE SAFING AT RATED v z 3 WALLS BETWEEN FLUTES, HARDWOOD CAP EASE NO FIRE SAFING REQUIRED EDGES TO MATCH BUILDING AT DEMISING, NON-RATED WALLS „ Project DEFLECTION HEAD W/ PARTIAL WALL ® 4 -0 AFF STANDARD v v 450 (0 NOT FASTESPACE N STUDS TENANSUITE T IMPROVEMENT REVEAL PAINT BLACK v v OR GYP BD TO RUNNER) GYP BD PARTITION SEE PLAN ' WALL TO UNDERSIDE OF CONT 18 GA METAL R T/ANGLE SUPPORT ® 3 -8' AFF 4 I 1 MIN FASTENED TO DECK ® 2'-O” _ EXISTING DECK SOUND DL WALLS, TYP. BATT v I� OC STAGGERED FIREDAM SPRAY TYP, 362S125-30 METAL STUD TRIANGLE III TAL DECK EACH SIDE OF TRACK OR ® 16" oc W/ BOTT TRACK 362S125-18 METAL STUDS LINE OF SILL AS OCCURS 13221 SE 68TH PARKWAY OCCURS�J 1 ' MIN FIRE SAFING SEALANT TYP & DOUBLE TOP TRACK L`' ® 16" oc TiGARD, OR 97223 — SOUND ATTENUATION INSULATION AS OCCURES ALUMINUM TRIM PIECE "CEE" STEN RUNNER TO R 5/8" TYPE 'X' GYP. BD. EA. SIDE 2'-0" OC W/1" TYPE 'S' DRYWALL SCREWS L3x3x POST ® CL OF BRACE u• W/ 1�" RETURNS, FINISH 4 + � 8" OC AT VERTICAL JOINTS AND TO MATCH WINDOW FRAMES 3041 f� UNSUPPORTED END OF -- 362S125-30 METAL STUD ETE ALTO 12" OC ® FLR AND WALLS & 4'-0" oc (ANODIZED BUILDING INTERMEDIATE STUDS BRACING TO ROOF STANDARD) 11 (GA FILE NO. WP 1200) STRUCTURE AT EA STUD %20 GA x3 1/2" METAL STUDS ® — " GYP BD EA SIDE �C�t10NAREA ALTERNATING ORT ND, OREGON 2'-0" OC, UNO j BOTTOM TRACK TO FINISH NEOPRENE SEAL FLOOR WITH POWDER DRIVEN IL' x4x4 EA VERT OF Og x ANCHORS AT 4'-0" O.C. BASE EA SIDE ANGLE SIONSUPPORT W W/" 4" 16B/CEILING ¢ CONT ACOUSTIC SEALANT EXPAN9'-0" AFF EACH SIDE AGAINST TRACK EMBED STOREFRONT GLAZING MACKENZIE 2015 NO SEALANT AT SIM COND SYSTEM CONCRETE SLAB ^ © ALL RIGHTS RESERVED SAT CEILING THESE DRAWINGS ARE THE PROPERTY .a 4 ° d ° 4 ° USED OR REPRODUCED R ANY MANNER, °°� . � � a � RE NOT TO BE b . ° as A ° g U WITHOUT PRIOR WRITTEN PERMISSION F I I CONCRETE SLAB REVISIONS:� 4 1—HOUR WALL 5 PARTIAL HEIGHT STUD WALL a 6 CEILING TRANSITION WALL AT EXTERIOR MULLION >� REVISIONS REVISION DELTA `» THIS CLOSING DATE — r N I "= r " J „— E r I w SHEET A81 TO STRUCTURE 3"-1 -0 = A8.1 1 1/2 -1 -0 3 A8.1 1 1/2 -1'-0" � A8.1 3'=1'-0" 3 �w ATTACH FRAME AS PER MFR RECOMMENDATIONS TYP; ATTACH CHANNEL AS PER FULL HEIGHT TEMPERED 9 HOLLOW MTL KNOCK MFR RECOMMENDATIONS TYP 9 BUTT GLAZING , LIMITING AS.t DOWN FRAME, TYP A8'2 INTERIOR NON STRUCTURAL HEIGHT WALLS BLE 5psf DESIGNATION SPACING MAX. WALL HEIGHT SOUND ATTENUATION BATT 362SI25-18 24" 13'-5" AS OCCURS 362S125-18 16" 14'-4" GYP BD WALL AS OCCURS 362S162-33 16" 16'-5" SHEET TITLE: 362S162-43 16" 18'-0" DETAILS 600S162-33 16" 24'-6" II, 8 A8.2 INTERIOR NON STRUCTURAL COMPOSITE WALLS DOUBLE STUD AT JAMB, TYP WITH CERAMIC TILE FACING L/360 ® 5psf O � O _J o w w DESIGNATION SPACING MAX. WALL HEIGHT Li —TIMELY FRAME; " V) V) MATCH BLDG STD N 362S125-18 16 12'-4 9 362S125-33 16" 14'-3" DRAWN BY: SYB A8.1 CHECKED BY: DMR, PPA SHEET: WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. A812-1 FIN FLR SEE DOOR SEE DOOR (2) EQUAL PANELS F SCHEDULE SCHEDULE ATTACH CHANNEL TO FLOOR AFLUSH DOOR B GLASS DOOR W1 RELITE PER MFR RECOMMENDATIONS A8.2 w ~ x s DOOR ASSEMBLY J 9 TYP INTERIOR DOOR 10 WALL HEIGHT TABLE JOB NO.ZOSOZ43.3G A8.1 112"=I'-O' o A81 HEAD SIMILAR 3 =1 -0 g A8.1I/10/15 [] Q 208024336',Zt�DRAWINGS\ARCHITECTURAL\36-AS.I.DWG SYB 11/09/15 13:36 1:1.00 LTE�L NOTES: CONFIRM MICROWAVE 12" CLR. FINISH ENDS, TYP F. SHIM AS REQUIRED A. FINISH ENDS, TYP D. SHIM AS REQUIRED 22" L INSTALLATION REQUIREMENT U.N.O. CONFIRM REQUIREMENTS AND SIZES G. ALL CABINET FACES AND DOORS, PL-1 B. CONFIRM REQUIREMENTS E. ALL UPPER CABINET FACES AND DOORS, PL-3 MIN FOR ALL EQUIPMENT/APPLIANCES H. ALL EXPOSED EDGES AT DOORS AND SHELVING FOR ALL EQUIPMENT/APPLIANCES F. ALL LOWER CABINET FACES AND DOORS, PL-3 (2) ADJUSTABLE ADJ MELAMINE F G. ALL EXPOSED EDGES AT DOORS TO BE MELAMINE SHELVES > SHELF, TYP PRIOR TO CONSTRUCTION O PRIOR TO CONSTRUCTION OF CABINETRY TO BE P-LAM TO MATCH ADJACENT w NEW QUARTZ SOLID SURFACE VERTICAL SURFACES. CABINETRY P-LAM TO MATCH ADJACENT VERTICAL : w �. P-LAM FACES ;r.�„ COUNTERTOP, SS-1 I. CONTRACTOR TO PROVIDE DEDICATED OUTLET C. ALL COUNTER TOPS, BACKSLASHES, SURFACES. w = _ _ _ = w ?- - FULL TILE BACK SPLASH AND COMPRESSOR FOR BEER TAB PL-2 H. PULLS, H-1 w ;. V SEE SPECIFICATION J. PROVIDE UNDER CABINET LIGHTING w Architecture © Interiors UPPER CABINETS, DEPTH cn = _ _ _ - = IN LAM UNDERSIDE AND MAY VARY AS REQ'D, Planning Engineering CONTRACTOR TO PROVIDE DEDICATED K. PULLS, H-1 • INSIDE OPENING OUTLET FOR ADA DISHWASHER 3 4 5 6 SEE CASEWORK ELEVATIONS A8.2 _ _ _ _ _ _ BUILT-IN MICROWAVE, iUj 25 P.L. TOP A8.2 A8.2 A8.2 SEE SPECIFICATION w U.N.O. (8) EQ CEILING w w FULL TILE BACKSPLASH, CEILING � w „ ALIGN W/ LOWERS PL_3 w 25" TOP V 1 -5 MAX CT-1 Portland,OR GLOSS FINISH P-LAM, w SOLID SURFACE COUNTERTOP TO FAUCET 503.224.9560 /. /._ - _./ .,.�. �. . /. �._ w U.N.O. P-1 N CONTROLS Vancouver, WA BEER TAB360.695.7879 - - - - N _ _. _ SOLID SURFACE COUNTER TOP, SS-1 N I T. _i i _I �__ _I I PL-2 WRAP ALL EXPOSED PIPE Seattle, WA o . - _ 206.749.9993 ULL TILE BACKSPLASH, o I o b 1:, PER CODE SUIL RM - , , IUEk -° I °' I N PL-3 1 ADJ MELAMINE www.mcknze.com INSULATE EXPOSED s N N > O 8 U PIPES PER ADA CODE - - - I 11 I � 1 � w SHELF, NO DRAWER OR z o MACKENZIE. q _ _ o _. __ _ .._ __ _, ._ __ ._ _ __ _ w - SHELF AT SINK LOCATION ? 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ON ALL w w EXPOSED SURFACES, w w P-LAM, PL-3 w w H;;;;� STEEL HANGRAIL SEAL ® PERIMETER TYPICAL ww V) CLEAR SILICONE TRIANGLE III P-LAM FACES , P-LAM FACES t 13221 SE 68TH PARKWAY I 1 .4 FULL TILE BACK SPLASH, CT-1 TIGARD, OR 97223 > 25" P.L. TOP > 25" P.L. TOPS LU SIDE SPLASH WHERE OCCURS 0 � 4 4' 1/4" TEMP GLASS w - w io LIGHT AS OCCURS �l w w f ;°.. — BUTT GLAZED SIDE 041 OD ARC U SOLID SURFACE COUNTERTOP, SS-1 w a, CTE ALTO N P-LAM COUNTER TOP AND �w SPLASH WITH SELF EDGE DRAWER AS OCCURS IN ELEVATION FULL GLASS DOOR tjll POR D, OR GON F.T. WOOD BLOCKING �Q (1) ADJ MELAMINE v"v > I SHELF, NO DRAWER OR > (1) ADJ MELAMINE 5 1�2" 11 1/2" s OF � G I SHELF AT SINK LOCATION Li SHELF, NO DRAWER OR LU w Li = _ _ - w - - - g SHELF AT SINK LOCATION w w g END & INTERMEDIATE }. © MACKENZIE 2015 � P-LAM P-LAM BRACKETS - SPACE TO N ALL RIGHTS RESERVED n THESE DRAWINGS ARE THE PROPERTY 50% AT 5'-6'H AFF ALLOW MAX. 36 SPAN. wti OF MACKENZIE AND ARE NOT TO BE RUBBER BASE I RUBBER BASE 50% AT 4'-0"H AFF 3/4" PART. BD. — ANCHOR USED OR REPRODUCED IN ANY MANNER, TO ENDWALLS OF CLOSETWITHOUT PRIOR WRITTEN PERMISSION A 2'-0" 3 2'-0" 3 CHROME ROD REVISIONS: 5 COUNTER SECTION L s COUNTER SECTION w � COAT CLOSET SHELF AND ROD 8 GLAZED DOOR- L] o� REVISIONS CLOSING GN DELTA A8.2 TYPICAL 3/4 =1 -0 ¢ A8 2 TYPICAL 3/4"=I'-Om ¢ A8 2 3 o w W THIS CLOSING DATE n r n N 0 wp SHEET U U U NOTE: -WRAP ALL EXPOSED EDGES W/P-LAM ATTACH STUD TRACK -SCRIBE TO FIT CASEWORK AT ALL THROUGH GRID TO WALLS BRACE ABOVE WALL BEYOND 'SPENDED CLG \ / / / STRUCTURE ABOVE SHEET TITLE: ASSEMBLY TEMPERED GLAZING PER 45' SPECIFICATION DETAILS AND CUT TILE FOR TIGHT 25 GA 3 1/2" METAL STUD BRACING ELEVATIONS FIT AT WALLS EACH END AND CENTERLINE OF NEW BRUSHED ALUMINUM P-LAM COUNTER OPENING CHANNEL 5/8" GYP BD — RESILIENT SPACER K, TOP, PL-2 o ATTACHMENT ob B CEILING _ 9•-0" AFF _ -1 -8 - BOX HEADER W/ (2) °X FLOOR FINISH • 7 L as soFFl�r 362S162-43 AND (2) GYP BD w i7 F 8'T 8" A� DRAWN BY: SYB ANGLE 2x2xy4 @ 24 D.C. 362T200-43 W/#10 SCREWS GLAZING CHANNEL J ATTACH TO STUD W/ (4) SEE PLAN CHECKED BY: DMR, PPA SUSPENDED ®16 O.C. TEMPERED GLAZING #12 TEK SCREWS GYPSUM BOARD ACOUSTICAL SHEET: LU V) WALL, PER PLAN TILE CEILING WALL BEYOND BASE, PER PLAN WALL AS OCCURS 8,2 o FLOOR SYSTEMof U A _ Eliz I I ¢ BUTT GLAZING HEAD CONDITION Q RELITE SILL DETAIL AT FLOOR m m CABINET SECTION 12 SOFFIT F JOB NO.208O243.3s u , n N ,. „ , ~ 1 1/2 =1 -0 ¢ ® PHONE ROOM/HOTELING STATIONS 3/4 = 1'-0 I A8 2 4 X1/10/15 A8.2 A8.2 A8.2 208024336�ORAWINGS\ARCHITECTURAL\36-A62.OWG SYB 11/09/15 15:13 1:1.00 z 0 0 D O O R SCHEDULE SCHEDULE OF INTERIOR FINISHES SCHEDULE OF APPLIANCES DOOR DOOR DOOR DOOR FRAME DETAILS HDWR RATING COMMENTS SECTION 06 40 00 — WOOD. CASEWORK. METALS AND PLASTICS ALL APPLIANCES AT BREAK AREA TO BE BUILT—IN: Architecture G Interiors OPENING SIZE THK TYPE MAT'L FINISH MA FINISH GROUP MIN I. SOLID SURFACE — MICROWAVE: KITCHENAID KMBP107ESS Planning Engineering 401A 3'-0"x8'-0" 1 FG/R SC S HMK FF -- H-3 ,s MIN 2 SS-1: QUARTZ, WILSONART QUARTZ SERENE 0100 (BREAK AREA COUNTER TOP) — REFRIGERATOR: KITCHENAID KRFF507ESS, 402A 3'—O"x8'-0" GLASS DOOR 81A8.1 -- -- 4 — DISHWASHER: ASKO, ADA STAILESS STEEL DISHWASHER, MODEL NO. TBD 403A 3'-0"x8'-0" GLASS DOOR B/A8.1 -- -- 4 2. PLASTIC LAMINATE 405A 3'-0"x8'-0" GLASS DOOR 8/A8.1 -- -- 4 PL-1: FORMICA, COLORCORE2 3202-90 OTTER, GLOSS FINISH (UPPER/LOWER CABINETRY VERTICAL SURFACES) 407 4 A 3'-0"x8'-0" GLASS DOOR 8/A8.1 -- -- 4 PL-2: NEVAMAR, CREMA WZ0049T, TEXTURED (PHONE ROOM, WORK/COPY AREA, HOTEL STATION COUNTERTOPS) Portland,OR 4088A A 3'-0"x8'—O'� 134" FL SC S H-2 3 40 3'-0"x8'-0" GLASS DOOR 8/A8.1 -- -- PL-3: NEVAMAR, FOUNDRY S2084T, TEXTURED (WORK/COPY AREA VERTICAL SURFACES, COAT CLOSET SHELF) 503.224.9560 -- -- -- -- 409A 3'-0"x8'-0" EXISTING DOOR 1 MELAMINE: WHITE Vancouver, WA 41 OA 3'-0"x8'—O" EXISTING DOOR -- 360.695.7879 411A 3'-0"x8'-0" 1,X" FL SC S HMK FF 9/A8.1 H-1 -- -- 3. DRAWER PULLS Seattle,WA 413A 3'-0"x8'-0" 1%" 1 FL SC S HMK FF 9/A8.1 H-1 -- -- H-1: DOUG MOCKETT DP3 SERIES 10" TYP., SATIN CHROME FINISH 206.749.9993 HARDWARE GROUPS: ABBREVIATIONS: OR APPROVED EQUAL. www.mcknze.com H-1: PASSAGE EXIST EXISTING 4. DOOR PULLS LATCHSET F75 GRADE 1, FF FACTORY FINISH H-2: FORMS AND SURFACES, RECTANGULAR DOOR PULL, HDREC1511, US32D FINISH, 24" LENGTH HARDWARE M ASI I< E N Z I E BUTTS, SEAL, STOPS FG/R FULL GLAZED VISION PANEL WITH ADJACENT RELITE AT ALL OFFICES AND CONFERENCE ROOMS DESIGN DRIVEN i CLIENT FOCUSED H-2: SLIDING DOOR FL FLUSH Client POCKET DOOR PRIVACY 5. WOOD BASE HMK HOLLOW METAL KNOCKDOWN LATCH WD-1: 4" MDF PAINTED BASE (RECEPTION/WAITING AREA, CONFERENCE ROOMS), S STAIN P-1 BRE H-3: TENANT ENTRY DOOR SC SOLID CORE WOOD BUILDING STANDRAD ' SECTION 08 14 73 — SLIDING WOOD DOORS K CLOSER, SMOKESEAL, LATCHING 1. SLIDING WOOD POCKET DOOR CB RICHARD ELLIS SMS HARDWARE TBD DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: 1. EXISTING DOOR AT EXISTING A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, SECTION 09 51 00 — SUSPENDED ACOUSTICAL CEILING RATED CORRIDOR AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA 1. SUSPENDED ACOUSTICAL TREATMENT Project 2, NEW BUILDING STANDARD B. ALL TENANT ENTRY DOORS TO RECEIVE NEW DOOR SUITE 440450 TENANT ENTRY DOOR AT HARDWARE WITH LOCKSET SAT-1: ARMSTRONG SECOND LOOK DUNE, 2x4 WHITE, 9/16" PRELUDE FINISH TENANT IMPROVEMENT EXISTING RATED CORRIDOR C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, 3. NEW SLIDING POCKET INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE DOOR D. ALL DOORS, FRAMES AND HARDWARE TO MATCH SECTION 09 30 00 — TILE 4. DOOR PULLS, H-2 PER TENANT BUILDING STANDARDS. 1. TILE BACKSPLASH SCHEDULE OF INTERIOR FINISHES CT-1: ANN SACKS, SAVOY MOSAICS, STANDARD GLAZE, COLOR CHALK, TYPE FIELD, DESIGN HIVE TRIANGLE III 13221 SE 68TH PARKWAY ROOM FINISH SCHEDULE 2. GROUT TBD -nGAR°' °R9'22s FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING NOTE: STANDARD GROUT: POLYMER MODIFIED CEMENT GROUT, SANDED OR UNSANDED, AS ROOM CEILING ROOM NAME MAT'L MATT MATT MAT'L MATT MATT FfNI4N SPECIFIED IN ANSI A118.7. SEAL ALL GROUT. NO FINISH FINISH FINISH FINISH FINISH FINISH ry I' MAT'L COMMENTS C� 401 RECEPTION SC WD GBP P GB/P P — OTS A PE'TfR P41AhT0 r� 402 CONFERENCE CPT-2 WD GB/P P GB/P GL/GB/P EXIST SAT i 403 CONFERENCE CPT-2 WD GL/P P GL/GB/ GB/P EXIST SAT SECTION 09 62 00 — SPECIALTY FLOORING 404 OPEN OFFICE CPT-1 RB GL/P GL/GB/ GB/P GL/GB/P EXIST SAT 1. SEALED CONCRETE IP TRO LAND, OREGON 405 OFFICE CPT-2 RB GL/P GL/P P GL/P EXIST SAT SC-1: SEALED CONCRETE, DIAMOND POLISH AND 4" MDF PAINTED BASE (RECEPTION/WAITING AREA) 406 OFFICE CPT-2 RB P GL/P P GL/P EXIST SAT `9 Oe 407 OFFICE CPT-2 RB P GL/GB/ P GL/P EXIST SAT OF 408 PHONE CPT-1 RB GB/P GB/P GB/P GB/P EXIST SAT 409 WORK COPY CPT-1 RB GB/P GB/P GB/P GB/P EXIST SAT SECTION 09 65 00 — RESILIENT FLOORING ACKENZIE 2015 410 STORAGE IT VCT-1 RB GB/P P P P EXIST SAT 1. RESILIENT FLOORING © ALL RIGHTS RIGHTS RESERVED 411 CLOSET CPT-1 RB GB/P GB/P GB/P GB/P EXIST SAT LVT-1: DEVINE CONTRACT, PRESS IN PLACE, DEVINE BLACK OAK, 30-05 PLANK 99919-C. THESE DRAWINGS ARE THE PROPERTY 412 BREAK AREA LVT-1 RB — GB/P GB/P GB/P EXIST SAT NOTE: PROVIDE METAL TRANSITION STRIP BETWEEN MATERIALS. of MACKENZIE AND ARE NOT To BE IN ANY MANNER, 413 CLOSET CPT-1 RB GBP GB/P GBEPRODUCED P GB P EXIST SAT UWITHOUTSED ORRPRIOR WRITTEN PERMISSION VCT-1: MANNIGNTON, PROGRESSIONS 55112 PEWTER (STORAGE/IT AREA) FINISH SCHEDULE NOTES: REVISIONS: ABBREVIATIONS: A. PAINT EXPOSED CEILING AND ALL MEP. EXIST EXISTING 2. RUBBER BASE z B. PATCH, REPAIR, AND PAINT ALL EXISTING WALLS WHERE GB GYPSUM BOARD RB-1: FLEXCO 4" STRAIGHT BASE U<, REVISIONS REVISION DELTA 5;_I THIS CLOSING DATE AFFECTED BY NEW WORK. PAINT NEW AND EXISTING WALLS. GL GLAZING �o SHEET LVT LUXURY VINYL TILE OTS OPEN TO STRUCTURE P PAINT SECTION 09 68 13 — CARPET TILE RB RUBBER BASE I. CARPET TILE VCT VINYL COMPOSITION CPT-1: INTERFACE, SCANDINAVIAN 6080303505, COLOR HELSINKI 303101 TILE INSTALLATION: QUARTER TURN CPT-2: INTERFACE, SCANDINAVIAN 6080302505, COLOR BERGEN 303100 (CONFERENCE AND OFFICES) INSTALLATION: QUARTER TURN CPT-3: SHAW HEXAGON PLANE CARPET TILE RUG, COLOR TBD (WAITING AREA) SHEET TITLE: ACTION 09 78 00 — INTERIOR PANELING SCHEDULES 1. TEXTILE PANEL (ACCENT WALL) TP-1: 3 FORM PARAMETER, HEXA, SILVER METALLIC SUPPORT WITH ANCHORS AT CEILING AND FLOOR COLOR SILVER METALLIC (WAITING AREA) SECTION 09 90 00 — PAINT AND COATINGS 1. P-1: BENJAMIN MOORE PM-3 DECORATORS WHITE (GENERAL PAINT, AND CEILING) DRAWN BY: SYB NOTE: NO VOC, LATEX SATIN PAINT TO BE USED ON GYPSUM BOARD WALLS UNLESS NOTED OTHERWISE. CHECKED BY: DMR, PPA ALL PAINTED CEILINGS TO BE FLAT FINISH. SHEET: SECTION 12 24 00 — WINDOW SHADES A �.�1. WINDOW COVERINGS WC-1: TBD JOB N0.2080243.36 PERMIT SET: 11/10/15 208024336\4_DRAWINGS\ARCHITECTURAL\36-A9.1.DWG SYS 11/09/15 15:07 1:1.00