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Plans BUP2O1 6M0335 15'-2" IT- / 1 7 ,i, ,r1t) P qp",,, it -- sia isi . i . e:tic"; :a *t. '=;=8 .. ' e VP. • CONFERENCE II ae g OPEN OFFICE 202 trIDIR # . :_a :: 203 .+�6 I Rim :‘Di _ O O� I Architecture ® Interiors ►L TYP.'ffi 11 :. :: . „ �� ' TENANT �• y:+ : :: :• , - Planning y Engineering 1 :1 . w ro E; * 4'-0" 0 © 1i _ - E ; CL • • a= Ill RIliciLINCOLN RECEIVE I i - BREAK --- •P C` a _I- T- Portland,OR q ; 204 +,, �= RECEPTION ° ,` I © j 20, `� ® GREENIRURG RD DEC s Z°16 �� 503.224.9560 • r r e:; f Vancouver WA � � _ J� �_ C'<T��F�I��)� 360.695.7879 Q OFFICE :l, v�. „, leF © +++ 205 ® ti a r T1 1— ® R BUILDING DIVISIONSeattle,WA #,7i; ® • +u '; \ \ r r j 1 IGARD, OREGON 206.749.9993 xis , • •• www.mcknze.com Q DEMO PLAN 2 PARTIAL SECOND FLOOR PLAN 3 REFLECTED CEILING PLAN e, r�AC K E N Z I E A21 1/8"=1'-0" A2.1 1/8"=1'-O" A2.1 1/8"=1'-0" DRAWINGS` DESIGN DRIVEN I CLIENT FOCUSED I I GENERAL DEMOLITION NOTES KEYNOTES LEGEND A2.1 PARTIAL SECOND FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN, SITE PLAN, FINISH SCHEDULES AND NOTES Client A8.1 DETAILS AND ELEVATIONS A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS 1. ALIGN NEW WALL WITH EXISTING WALL. c==_n c EXISTING CONSTRUCTION TO BE DEMOLISHED REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A2.1 FOR FINISHES. 2. NEW 3'-0"± WIDE TEMPERED RELITE TO MATCH EXISTING SUITE STANDARD, SEE B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE DETAIL 4/A8.1. SCOPE OF' WORK SHORE STEIN I EXISTING WALL TO REMAIN VY WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. 3. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL ® NEW WALL TO UNDERSIDE OF GRID, SEE 2/A8.1 SO THAT THE CLARIFICATION CAN BE ISSUED. LAYOUT. THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR 4. NEW 25"H X 24"W X 24"D TENANT PROVIDED SERVER RACK WITH (1) DEDICATED EXISTING 1 HOUR RATED WALL TO REMAIN FOR AN APPROXIMATELY 1,214 SQUARE FOOT TENANT ON THE SECOND OF THREE FLOORS. FUTURE USE. QUADRUPLEX OUTLET WHERE INDICATED. PROVIDE BLOCKING AT WALL AS REQUIRED. . . . ........... . . EXISTING r DEMISING WALL TO REMAIN WORK TO INCLUDE DEMOLITION, NEW/ WALLS,. DOORS AND RELITES, AND NEW CABINETRY. D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF CONTRACTOR TO CONFIRM FINAL SPECIFICATION WITH TENANT. NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION TENANT APPROVAL TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. 5. WORK STATION BY OTHERS. COORDINATE FINAL POWER SPECIFICATIONS AND Project D. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB LOCATIONS WITH TENANT AND TENANT'S VENDOR. S EXISTING QUADRUPLEX OUTLET UTILITIES AS REQUIRED. VARIANT E. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. 6. FINAL PROVIDE BLOCKING LO KIN ON WITH"ANT TENANROVIDED FLAT SCREEN TELEVISION. COORDINATE ° NEW DEDICATED QUADRUPLEX OUTLET /� SUITE 215 T. F. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO 7. NEW 3'X7', 1 " THICK STAINED FLUSH SOLID CORE DOOR, 202A, AND FACTORY DESIGN/CODE DATA1 TENANT DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING °05 NEW DEDICATED OUTLET WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. FINISH FRAME TO MATCH SUITE STANDARD. HARDWARE: LATCHSET F75 GRADE 1, t19 EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION GOVERNING CODE: 2014 OSSC IMPROVEMENT G. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. BUTTS, SEAL, STOP. 8. EXTEND CEILING GRID AND TILE. ASSUME NEW CEILING COMPONENTS TO MATCH "1OCCUPANCY: B 0 EXISTING OUTLET WITHIN BASE 4 LINCOLN GENERAL MOTES EXISTING SUITE STANDARDS, UNLESS NOTED OTHERWISE. CONSTRUCTION TYPE: TYPE I-B 9. CONFIRM EXISTING LIGHT FIXTURE PLACEMENT FEASIBILITY WITH NEW WALL DEMOLISHED OUTLET AND TELEPHONE/DATA10250 GREENBURG RD TENANT AREA (APPROX): APPROX. 1,214 S.F. ROREGON LOCATION. RELOCATE EXISTING LIGHT FIXTURE IF REQUIRED. 9A NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION OCCUPANCY LOAD: 13 A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. , 1 B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. ALTERNATEKEYNOTES EXISTING COVERPLATE WITHIN BASE 4-EXISTING COVERPLATE C. WALL THICKNESSES ARE NOMINAL UNLESS NOTED OTHERWISE. to 61 REQUIRED EXIT, 1 EXIT PROVIDED VB ghfr D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 9'-0"± (EXISTING) AFF, UNLESS NOTED ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE OTHERWISE. PROVIDE SEPARATE PRICING FOR THE FOLLOWING: `; EXISTING LIGHT SWITCH BUILDING IS FULLY SPRINKLED AND HAS "FPA SMOKE DETECTION top E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE AA. PROVIDE NEW WHITEBOARD PAINT, WHERE INDICATED. ASSUME IDEA PAINT, OR SIMILAR. EXISTING LIGHT SWITCH WITH OCCUPANCY SENSOR WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER D. 1' N " C� DETAILS 1/A8.1. BB. IN LIEU OF WHITEBOARD PAINT, PROVIDE NEW WRITABLE GLASS BOARD ON METAL "` / y F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER STANDARDS. CONFIRM FINAL SPECIFICATIONS WITH TENANT. NEW LIGHT SWITCH WITH OCCUPANCY SENSOR DEFERRED SUBMITTAL • —ppR D, 'EGS CEILING PENETRATIONS IN CENTER PORTION OF 1x5 OR 2X5 TILE, UNLESS NOTED CC. WITHIN EXISTING CEILING GRID AND TILE, PROVIDE NEW BUILDING STANDARD LIGHTS EXISTING THERMOSTAT RR OTHERWISE. THROUGHOUT. CONFIRM FINAL FIXTURE COUNT WITH LANDLORD. tJaj j ` G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT DD. WITHIN EXISTING CEILING GRID AND TILE, IN LIEU OF BUILDING STANDARD LIGHTS, PROVIDE IO KEY NOTE FOR REFERENCE 2014 OSSC SECTION 107.3.4.2 (by separate permit) 1 ' ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND AVANTE LIGHT FIXTURES THROUGHOUT. CONFIRM FINAL FIXTURE COUNT WITH LANDLORD. FIRE SPRINKLER OF 0$ PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. EE. WITHIN EXISTING CEILING GRID AND TILE, IN LIEU OF BUILDING STANDARD AND AVANTE © INTERIOR ELEVATION FOR REFERENCE FIRE ALARM H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT'S VENDOR LIGHTS, PROVIDE LED LIGHT FIXTURES THROUGHOUT. CONFIRM FINAL FIXTURE COUNT WITH ® MECHANICAL TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. LANDLORD. ASSUME 2'X4' LED FLUXWERX TRANSOM LIGHT FIXTURES. I J ELECTRICAL I. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON FF. IN LIEU OF EXISTING CEILING GRID AND TILE TO REMAIN, PROVIDE UPGRADED 2X4 CEILING (loot) NEW DOOR NUMBER SYMBOL EXIT ILLUMINATION © ALMRIGHTS IRESERVED COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. GRID AND TILE. ASSUME ARMSTRONG 2'X4' SAT GRID AND TILES, CIRRUS OR SIMILAR. J. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. GG. IN LIEU OF EXISTING BUILDING STANDARD EXTERIOR BLINDS PROVIDE NEW EXTERIOR ROLLER Ch EXISTING DOOR TO REMAIN THESE DRAWINGS ARE THE PROPERTY K. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH SUITE SHADES. ASSUME MECHOSHADE 3000 SERIES, OPENESS TBD, OR SIMILAR. EXITREQUIRED EXIT NOTE: DESIGN BUILDERS FOR M.E.P. AND FI'. ARE FULLY RESPONSIBLE FOR THE DESIGN OF MACKENZIE AND AIN MY MANNER, RE NOT TO BE SHOWN ON DOCUMENTS USED WITTHOUTREPRODUCED HH. IN LIEU OF EXISTING BUILDING STANDARD DOOR HARDWARE, PROVIDE NEW BUILDING OF THESE SYSTEMS/COMPONENTS. THESE STANDARD UNLESS NOTED OTHERWISE. SYSTEMS/COMPONENTSTTEN PERMISSION L. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS STANDARD DOOR HARDWARE THROUGHOUT IN NEW FINISH, ASSUME BRUSHED STAINLESS. ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT I BEEN PERFORMED (ON 11/23/2016, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING II. PROVIDE NEW WATER CHILLER SYSTEM AT NEW SINK WHERE INDICATED. CONTRACTOR TO EXISTING CEILING GRID DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW REVISIONS: INFORMATION HAS BEEN UPDATEDPRIOR TO SUBMITTAL ACCESSIBLE VISIBLE IS LIMITED TO OBSERVATION COORDINATE FINAL SPECIFICATIONS WITH TENANT AND LANDLORD. Z ( / o AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH JJ. IN LIEU OF BUILDING STANDARD DOOR AND RELITE, PROVIDE NEW FULL GLAZED DOOR WITHREVISIONS REVISION DELTA o EXISTING RECESSED LIGHT FIXTURE TO BE REMOVED TENANT. ADJACENT 11 -2" ± WIDE FULL BUTT GLAZED RELITE WITH EQUAL PANELS, WHERE INDICATED -» THIS CLOSING DATE M. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH AT CONFERENCE ROOM. EXISTING 2'x4' PARABOLIC LIGHT FIXTURE TO REMAIN VALUATION LUATION (ro SHEET PRODUCTS. KK. PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES, 4'-0" CENTERED ON WALL AT ALL • N. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE NEW AND EXISTING CONFERENCE ROOM AND INTERIOR PRIVATE OFFICE WALLS ONLY. ::; EXISTING 2'x4' LIGHT FIXTURE TO BE DEMOLISHED OR RELOCATED VALUATION OF WORK = $30,261 I I *BUILDING IS COMPLIANT CITY OF TIGARD ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. EXISTING 2'x4' LIGHT FIXTURE TO REMAIN REVIEWED FOR CO COMPLIANCE I 0. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO ,;' NEW OR RELOCATED EXISTING 2'x4' LIGHT FIXTURE Approved: ( �� AREA OF WORK c I MATCH EXISTING. OTC: P. ADD SOUND INSULATION IN ALL NEW WALLS. ROOM F I N I S H SCHEDULE - EXISTING 2'x4' 24 HR EGRESS FLUORESCENT Permit#t Q. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LIGHT FIXTURE TO REMAIN T. " 4.,, ,,,,.0/ - • , FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING ei. permit.: 4 r dam' ' �� LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON ROOM CEILING L „ T�%��.I``�Jit__ OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE INROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L FINISH pp EXISTING SUPPLY RETURN VENT TO REMAIN NO HT. /� / / 1---gr-HS. ns Suite •• Z CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS _ �i„• DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE 201 RECEPTION CPT RB GB/P P P P EXIST EXIST 1 EXISTING SPRINKLER HEAD = �f a �_=` Byt Lila Date: t .• I� PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. FINAL LAYOUT TO BE REVIEWED 202 CONFERENCE CPT RB P P GB/P GB/P EXIST EXIST 1 CI EXISTING FIRE STROBE TO REMAIN 3#1EET TITLE: c J v ® L 4 a ~ +� ' , ;INfo o. i PARTIAL SECOND AND APPROVED BY ARCHITECT. 203 OPEN OFFICE CPT RB P GB/P GB/P P EXIST EXIST 1 0 — FLOOR PLAN, 204 BREAK VCT RB GB/P P P P EXIST EXIST ����' CITY TIGARD REFLECTED SCHEDULE OF INTERIOR FINISHES 205 OFFICE CPT RB P P P P EXIST EXIST 1 E1Ii7J I pprov r' }' Planning CEILING PLAN, KEY FINISH SCHEDULE NOTES: a rc, ' � ; '. �� A g CPT-1: TBD ABBREVIATIONS: �� Date: #2 (p PLAN SITE PLAN A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET "_- ( ' / LONGEST COMMON PATH , TO BE COORDINATED WITH TENANT, BY LANDLORD. ,;•---7':..1.) I4 OF TRAVEL = 57'-10" Initials: FINISH SCHEDULES VCT-1: TBD B. PATCH AND REPAIR ALL EXISTING WALLS WHERE EXIST EXISTING `1 ~ AND NOTES AFFECTED BY NEW WORK. PAINT NEW AND EXISTING GB GYPSUM BOARD I ,” . PL-1: TBD d u " /. i cJ r WALLS. P PAINT _ - _ _ : I C. PROVIDE NEW PAINT, FLOOR FINISH AND RUBBER BASE RB RUBBER BASE r - L, , ca PL-2: TBD n �` _; DRAWN BY: KMJ THROUGHOUT. VCT VINYL COMPOSITION TILE _li •UH OFFICE COPY D. PRIME EXISTING ACCENT PAINT LOCATIONS " CHECKED BY: SBH, PDK P-1: TBD I - I I r I r cw THROUGHOUT PRIOR TO NEW PAINT APPLICATION. E. ASSUME 20% OF WALLS TO RECEIVE ACCENT PAINT ", ° c _ AREA OF WORK I I - — - I - - =r P-2: TBD UP TO 2 COLORS. COORDINATE FINAL LOCATIONS WITH — _I I-• _eI I- I_ _ ~ SHEET: 98-1: TBD TENANT. �_ J u : I I I T I I I C FINISH SCHEDULE ALTERNATE NOTES: " I ^ ■1 1. IN LIEU OF BUILDING STANDARD CARPET, PROVIDE �g a��� L� NEW CARPET TILE THROUGHOUT, UNLESS NOTEDI OTHERWISE. ASSUME $50/SQUARE YARD, MATERIAL PRICING TO CONTRACTOR ONLY FOR CARPET TILE. 4 SITE PLAN KEY PLAN ' A2.1 NTS 4Y44+ GjE. 'J? SECOND FLOR NTS JOB N0'2150953.06 TRUE PLAN PERMIT SET: 12/02/16 NORTH NORTH 215095306\4_DRAWINGS\ARCHITECTURAL\06—A2.1.DWG KMJ 12/02/16 09:08 1:96.00 - FLOOR OR ROOF STRUCTURE * 4 LINCOLN, STUD SIZE: 2� " ,r -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 MEMBER ( / THROUGH GRID TO INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf WITHIN 8" OF PERIMETER ON... 3� BRACE ABOVE- LATERAL BRACING WITH APPROVED VERTICAL ®/ m % _ ""' ° _ DESIGNATION SPACING IJIAX. WALL HEIGHTCOMPRESSION STRUT AT 12'-0" OC EA WAY / ° e �I SUSPENDED CLGN. It/ ° m ASSEMBLY _ / 250S125-18 24" 8 -4' - Architecture a Interiors • COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB - e ��I� 2505125-18 16" 9'-7" Planning Engineering "ATTACHED � 250S125-27 24" 9'-10" ��� Rei• ] WALL" ° m .01 — OO } 1111 2505125-18 16" 11'-3" 4o- ` CUT TILE FOR TIGHT METAL STUD BRACING FIT AT WALLS lki ! TO FLOOR STRUCTURE AT 8 -0 3523125-18 24" 13'-5" O EDC AT WALL NTS OC W/ (2) #8 SHEET METAL 3625125-18 16" 14'-4" O NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" CASING BEAD - Portland, OR iUSG 200-A I SCREWS AT EACH END. STUD SIZING 362S162-33 503.224.9560 TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP ( I 1 16" 16'-5" -- DO NOT SCREW BERC 2 CLIP TO TRACK 1 PER SPAN TABLE. BRACING TO BE Vancouver, WA Irill SOUND ATTENUATION I I PROVIDED WHERE DISTANCE BETWEEN 362S162-43 16" 18'-0" 360.695.7879 AT ALL NEW WALLS TYP. 1 6005162-33 16' 24'-6" Seattle, WA �` TABLE MAX. LENGTH II PERPENDICULAR INTERSECTING WALLSeCROSS RUNNERS FIT BETWEEN MAIN RUNNERS OR HORIZONTAL BRACING BETWEEN 206.749.9993 1/2 DIA CONDUIT (EMT) 5 —1O, _ MAIN RUNNERS AT 4'-0" OC i�� WALLS EXCEEDS 8'—O" OC INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS 3/4" DIA CONDUIT (EMT) 7 -8' I i L/360 O 5 sf www.mcknze.com 6'-O" MAX SUPPORT WITH #12 WIRE AT 4'- OC OR 1" DIA CONDUIT (EMT) 9'-9" i� 1 METAL STUDS SEE WALL HEIGHT WITH CERAMIC TILE FACING P - I H #10 WIRE AT 5 0 OC EA WAY GYP BD EA SIDE I I I MAC I<E N Z I E SGL 162S125-33 MTL STUD 12'-0" I � 1 TABLE FOR GAUGE AND SPACING DESIGNATION SPACING MAX. WALL HEIGHT LATERALLY BRACE MAIN RUNNER TO (1-5/8"x2OGA) I I j CONT ACOUSTIC SEALANT - DESIGN DRIVEN I CLIENT FOCUSED NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 162S125-33 15'-0" ;� EA SIDE AGAINST TRACK 3625125-18 16" 12'-4" cc m I " cn Client ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS (1-5/8"x2OGA) NO SEALANT AT SIM COND 362S125-33 16" 14'-3" I CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 2505125-33 MTL STUD 13'-6" 1/2" MAX I,,; - J 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 t- STRUCTURE. TRAPEZE DUCT WORK1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. t- WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS MTL STUDS (2-1/2"x2OGA) ANCHORS AT 4'-0" OC r SHORE STEIN CSUSPENDED CEILING BRACING 2 NON—BEARING WALL s WALL HEIGHT TABLE _ t NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z A$1 7 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" ¢ AB� Q THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. -J / 13" CLR. J,13" CLR. 11111111111 SOUND ATTENUATION BATT• \ / U.N.O. I U.N.O. f • Project (2) ADJ.AS OCCURS , • I (2) ADJ MELAMINE \ h VARIANT GYP BD WALL AS OCCURS I MELAMINE SHELVES — — — — - > SHELVES , J - W - SUITE 215 4.1 w �._ _ w s P-LAM FACES TENANT IMPROVEMENT rall € r P-LAM FACES _r= —i '1 DOUBLE STUD AT JAMB, TYP \ C ' " I 1 10250 GREENBURG RD ej_iirt 25" P.L. TOP \ h` 'TIGARD, OREGON / / J U.N.O. > 25" P.L. TOP 25" P.L. TOP Li J SIDE SPLASH WHERE U.N.O. 4" BACK AND SIDE \ w 1 -5" MAX w METAL DOOR FRAME TO La / TO FAUCET / W OCCURS SPLASH AS OCCURS �� C�i Z [a.. �� MATCH SUITE STANDARD CONTROLS to P-LAM COUNTERTOP AND ` P-LAM COUNTER TOP AND �� SPLASH WITH SELF EDGE y2PAU D U� J leir 4 BACKSPLASH, RETURN ------- y a AT END WALL CONDITIONS SPLASH WITH SELF EDGE . / y \ \ \ - -- I L • w �.__. _ I DRAWER AS OCCURS IN \ �� I WRAP ALL EXPOSED PIPE ELEVATION - - - - - - PO.1 •ND, 0' CON PER CODE (1) ADJ MELAMINE C\ •� \ SHELF, NO DRAWER OR > OF ' r, \\L---f: -' > i r SHELF AT SINK LOCATION J w.�. / / z o w W I WASTE HOUSING INSIDE m I . w I N.LC, �I� N W 0 a_ W MACKENZIE 2076 �,� `j ;� a P-LAM FACES a P--LAM FACES © ILL RIGHTS RESERVED ,c SIDE LIGHT AS OCCURS \ N I j + o I THESE DRAWINGS ARE THE PROPERTY • il,:i., I WITH 1/4" TEMPERED GLASS �6" _ N P-LAM FACES a I RUBBER BASE I I 1" CLEAR BENEATH OF MACKENZIE AND ARE NOT TO BE �f w \ Q \ II—I' ¢ I J } USED OR REPRODUCED IN ANY MANNER, CC ����"y}},R \\yyy,,, Z W 'L. DOOR J WITHOUT PRIOR WRITTEN PERMISSION • ��.J1 I 411 / 2'-0" / \� OPEN BELOW PER CODE cb•yiZ 2'-O" 0 2'-O" w REVISIONS: 11 cc Z TYP INTIERIOR DOOR 5CABINET SECTION wlINET SECTION ry REVISIONS REVISION DELTA UW O CABINET SECTION W ww THIS CLOSING DATE SHEETC":/ $1 7 HEAD SIMILAR 3"=1'-O" Q A81 TYPICAL 3/4"=1'-O" < COA8i TYPICAL 3/4"=1'-0" co A81 TYPICAL 3/4"=1'-O" U �o • I 13" CLR. 1, (1) ADJ. NOTES: NOTES: I 1 U.N.O. "I MELAMINE SHELF A. FINISH ENDS, TYP E. ALL EXPOSED EDGES AT DOORS AND A. FINISH ENDS, TYP E. ALL EXPOSED EDGES AT DOORS AND I B. CONFIRM REQUIREMENTS AND SIZES SHELVING TO BE P-LAM TO MATCH B. CONFIRM REQUIREMENTS AND SIZES SHELVING TO BE P-LAM TO MATCH > -; TFOR ALL EQUIPMENT/APPLIANCES ADJACENT VERTICAL SURFACES. FOR ALL EQUIPMENT/APPLIANCES ADJACENT VERTICAL SURFACES. kJ I PRIOR TO CONSTRUCTION OF PRIOR TO CONSTRUCTION OF F. CONTRACTOR TO PROVIDE DEDICATED W - = / P-LAM FACES CABINETRY WITH TENANT CABINETRY WITH TENANT QUADRUPLEX OUTLET FOR TENANT I N f C. ALL COUNTER TOPS, EDGES AND C. ALL COUNTER TOPS, EDGES AND PROVIDED SERVER RACK. CONFIRM • • MICROWAVE, NIC BACKSPLASHES, PL-2 BACKSPLASHES, PL-2 FINAL SPECIFICATIONS WITH TENANT. ' ' \ ! D. ALL CABINET FACES AND DOORS, PL-1 D. ALL CABINET FACES AND DOORS, PL-1 SHEET TITLE: \\ w: - P-LAM UNDERSIDE AND DETAILS AND > 16" SHELF INSIDE OPENING LL, _A__ © 0 0 6 ELEVATIONS -I w SIDE SPLASH WHERE OCCURS CEILING U' CEILINGW Nur W ���1 m �_ 25" TOP ALIGN W/ L M U.N.O. LOWERS —I _ SE P-LAM COUNTER TOP AND \ \ �- �I SPLASH WITH SELF EDGE P _ JII!I1 _ � b SERVER RACK, NICL - INSULATE EXPOSED o "'�;�"" ' o DRAWN BY: KMJ MIPIPES PER ADA CODE ;ca .' NIC —�� o ■ I b > acral ��i \ i„ n' i,, CHECKED BY: SBH, PDK w _os_ I- - - UNDERCOUNTER - :SIN) I w OPEN BELOW PERSHEET: �- SCHREDDER, TRASH LJ ADA CODE NIIIIIIiireg:"DiGtAhr,,!1 I N AND RECYCLE BIN, NIC 11111.11 111/1/ o v7 �-ii.........n I— — — \ \ A8:11 2'-9" t (3) EQ 3'-0" 4'-O" ,I, (4) EQ -F RUBBER BASE / CLR CLR / / CLR / __ �\ i A. / /9'-10"± B. / 9'-1O"± / g VERIFY VERFIY C CABINET SECTION W s CABINETRY ELEVATION ct JOB NQ-2150953.06 TYPICAL 3/4"=1'-O" ¢ A8.1 BREAK 204 / PERMIT SET: 12/02/16 1 4"=1'-U' w o 41 215095306\4_DRAWINGS\ARCHITECTURAL\06-A8.1.DWG KMJ 12/02/16 08:40 1:1.00