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Plans (48) BU P2019-00117 OF T THE ISSUANCE OF A PERMIT ARCHITECTURAL LEGENDfri BASED ON CONSTRUCTION sw LOCUS[Stree1 DOCUMENTS AND OTHER °L�o 0_.Qc0_00, L : c: •J ' 80 ' 1 I 1 DATA SHALL NOT PREVENT ! I b O f EA F EXISTING CONSTRUCTION TO BE DEMOLISHED THE CODE OFFICIAL FROM r 0 ;�A0',0, 0 0`-0--` J t.' • a SITE ;REOUfiRING THE CORRECTION o 1 .. 0 , r 9v i� `l ,,..�, -�,g' STRUCTURE°PARKING EXISTING WALL TO REMAIN OF ERRORS. °SSC 105.4 O C p -0 u k ; C�� 3 LINCOLN Architecture Interiors } , cc EXISTING 2-HOUR RATED WALL TO REMAIN Planning Engineering ri✓ EXISTING DEMISING TO REMAIN y - - a `: ® NEW WALL TO UNDERSIDE OF CEILING, SEE 71A5.21 -• -.,,7, i TENANT IMPROVEMENT „ GID _, _4:.,; '' 5 4 f• r , ac �}'� f o• II 'y EXISTING CEILING GRID `�� e y RECEIVED Portland,OR; 7 - - V, _ RAN DSTAD : S U ITE 235 503 Z.:;-,, '< - -•r:,�: ."'- EXISTING GYPSUM BOARD CEILING MAY 7 2019 ., . .. Vancouver, WA ®O EXISTING SUPPLY/RETURN VENT TO REMAIN 10220 GREEN B U R G R014D CITYTIGARD 360.695.7879 a >g Seattle,WA 4 ' nEXISTING CEILING MOUNTED SMOKE DETECTOR 206.749.9993 toDa 1 u � \ , �.„ + EXISTING SPRINKLER HEAD TIGARD O www.mcknze.com u 1 r FE FIRE EXTINGUISHER CABINET LOCATION ' MACKENZIE STRUCTURED PARKING STRUCTURED PARKING FE ® EXISTING EXIT SIGN ' DESIGN DRIVEN I CLIENT FOCUSED Client SW Oak Street EXISTING DUPLEX OUTLET a. 25' 50• 100• 200' EXISTING QUADPLEX OUTLET iEXISTING DATA/PHONE ROUGH IN LOCATION N I ` L —) : 3f :Su EXISTING COVERPLATE 5-a/9""J.A J 4..% `' ti( c,U( :ssa•il)1W SHORE STEIN A, 1 VICINITY MAP LIQ r)(J ,/'Jt�yi :# ► twj ii •0.0 COVERPLATE TO RECEIVE NEW VOICE/DATA Q,Q NOT TO SCALE i 1 :D.LO fJ EXISTING BASE FEED [ p1i wdcitl t'�OI``:VI'IdItiDD 77(io7 II OA ❑>1r. J1A J}1 1,______cif + j EXISTING THERMOSTAT Q��:�i� �U � 11. i \, i ( a - a la -( IL_ . EXISTING LIGHT SWITCH ��0� � ���� Project f �I � 4) NEW DUPLEX OUTLET �J RANDSTAD INDEX OF DRAWINGS SUITE 235 I'....... i ,: '' ® NEW BASE FEED, (2) CIRCUITS TENANT IMPROVEMENT 1 ....-� • Ia GENERAL 0I ',I• G0.01 TITLE SHEET, VICINITY MAP, KEY PLAN, CODE SUMMARY, LEGEND, AND GENERAL NOTES IF : 0 _ w EXISTING 2'X4' LIGHT FIXTURE TO REMAIN ILA ! r — — N. i EXISTING TRACK LIGHT FIXTURE TO REMAIN ARCHITECTURAL 3 LINCOLN m �QaF" A1.10 PARTIAL SECOND FLOOR DEMOLITION, FLOOR, AND REFLECTED CEILING PLANS, AND NOTES t ....... . ,I or ouottri , _ . A5.21 INTERIOR DETAILS 10220 GREENBURG ROAD TIGARD OREGON rte-, ,, -- _ _: ...�... SCOPE OF WORK �� J i •� Jr •I I � :.�.�.., �" THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF C! .. .. APPROXIMATELY 2,540 SQUARE FEET ON THE SECOND FLOOR OF SIX FLOORS TOTAL. WORK TO INCLUDE ,� a .� � Ili_ I ' � y: r . _ - DEMOLITION, NEW WALL, DOOR, AND FINISHES e� '� ./ , • ..,-• VALUATION: $11,000 �h / Pi . 1 1 �� , , l CODE SUMMARY LEGEND DESIGN/CODE DATA 1f o�3 OF j \.` GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE 4 ••� • C- ■ AREA OF WORK SIT EXIT ACCESS OCCUPANCY: B \ / / CONSTRUCTION TYPE: TYPE 1-BMACKENZIE 2[719 \�/� I TENANT AREA: APPROXIMATELY 2,540 SQUARE FEET © ALL RIGHTS RESERVED I NOT IN SCOPE OCCUPANCY LOAD: 26 OF MACKETHESE WINE AND ARE NOGS ARE THE ROTOR BE II l USED OR REPRODUCED IN ANY MANNER, COMMON PATH OF EGRESS TRAVEL = 100'-0" MAX. 1 REQUIRED EXIT, 1 EXIT PROVIDED. WITHOUT PRIOR WRITTEN PERMISSION BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY REVISIONS: A 98' 10° GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. o ci _I- TRAVEL THIS CLOSING DATE REVISIONS REVISION DELTA TRAVEL DISTANCE 300'-0" MAX. (TABLE 1016.2) DEFERRED SUBMITTAL ce o SHEET Al 111 2 CODE SUMMARY PLAN A ❑ 1631-5'1 2014 OSSC SECTION 107.3.4.2 (BY SEPARATE PERMIT) I ill 0.0 2ND FLOOR NTS FIRE SPRINKLER I FIRE ALARM MECHANICAL • I ELECTRICAL PROJECT GNOTES SYMBOLS AND REFERENCES NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FORA COMPLETE, WORKING SYSTEM. PROJECT NORTH ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL. I B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. ii : SHEET TITLE: C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY Mgr - TRUE NORTH CONTACTS MILE SHEET, CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. VICINITY MAP, D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL KEYNOTE 0 ARCHITECT CONTRACTOR KEY PLAN, CODE SUMMARY, BE CALLED TO THE ATTENTION OF MACKENZIE. SPACE NAME MACKENZIE RUSSELL CONSTRUCTION E. REFER TO DETAILS WHERE INDICATED FOR ADDITIONAL INFORMATION. DETAILS TAKE PRECEDENCE OVER PLANS, IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. OFFICES SPACE # 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE LEGEND, AND ROOMISPACE IDENTIFICATION 114 PORTLAND, OR 97214 TUALATIN, OR 97062 GENERAL NOTES F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE, EXIST. FLOOR FINISH P RB WALL BASE FINISH CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. WALL FINISH TEL: 503.224.9560 TEL: 503.692.9002 , H. DO NOT SCALE DRAWINGS. FAX: 503.228.1285 EMAIL: DRAWN BY: JST EMAIL: LCarpenter@mcknze.com DSTURDIVANT@RUSSELLCONSTRUCTION.COM I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. f�9A DOOR SYMBOL NUMBER CHECKED BY: LJC, MRT, PDK J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR LANDLORD/OWNER I RECYCLING/RE-USE OF DEMOLITION DEBRIS, SHEET: K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH SHORENSTEIN REALTY SERVICES DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. 5335 MEADOWS ROAD, SUITE 275 CITY OF TIGARD LAKE OSWEGO, OR 97035 Approved by Planning L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. CONTACT: ROB FABIAN Date: 5//iii GO.01 M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH TEL: 503.412.4844 THE OWNER. EMAIL: RFABIAN@SHORENSTEIN.COM Iflltlaig; -. I JOB NO. 2150952.31 PERMIT SET: 04/30/19 215095231\DRAWINGS\ARCHITECTURAL\G0.01.DWG JST 04/29/19 15:45 1:96.00 ari di j Of •- GENERAL NOTES Im D9w Clit BREAK 0 O 206 A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE, 1D RECEPTION CONFERENCE0 ©I "' • Ex B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. - rS P I aArchitecture Interiors 201 208 © + C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. Planning Engineering 1 EX P EX a PEI EX I G SERVER 0 CI D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 31A5.20. 0L - - . A :t7- 207 . f\ • c EX 2 ---I E. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. © •(410 fl P EX I COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. i /16F. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON, Portland, OR CID OPEN OFFICE 503.224.9560 205 ® Vancouver, WA P ® / G. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. 360.695.7879 0 0 HUDDLE i j H. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD Seattle, WA © F204 ' / UNLESS NOTED OTHERWISE, 206.749.9993 O. P EXEX I. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN WWW.mCknze.COm CONFERENCE );Li 1 I �v / PERFORMED (ON 04/25/2019, WHILE OCCUPIED) AND PLAN, ELECTRICAL AND CEILING INFORMATION 202 . G HUDDLE / HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO MACKENZIE P1 EX 203 FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. DESIGN DRIVEN I CLIENT FOCUSED CO / Ex / J. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. Client TPTEX _; / K. PAINT NEW AND EXISTING WALLS THROUGHOUT. SPEC: TBD. 1111 N, A I II- - - L. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH 0 EXISTING. S H O R E S T E W IV M. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8`-5" (EXISTING) AFF, UNLESS NOTED OTHERWISE, PARTIAL S ECO N D FLOOR DEMOLITION AND F LOO R P LAN N. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF TILE, UNLESS NOTED OTHERWISE. I/ i oli? 118"=1'-0" 0. ADD SOUND INSULATION IN ALL NEW WALLS. P, 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 Project ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO RANDSTAD REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY sun 235 CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. TENANT IMPROVEMENT CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION OT'YP AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED I IT Y / a BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. ► ion c ENBUR ROAD • '•' �1�'1R� OREGON f . . _�II! - 1 AE › KEYNOTES I1 I� �' 1. NEW 8' H x 3'W, SOLID CORE WOOD, FLUSH DOOR, FRAME, AND ASSOCIATED PASSAGE HARDWARE MO OD 4 a -- , _- - TO MATCH EXISTING BUILDING TENANT STANDARD. OPENING FORCE SHALL BE 5 POUNDS-FORCE P •�4 INA + •�+- (LBF) (22.2 N). t, ® �- � ? / jel 41#4s I I1 A I I 2. NEW TENANT PROVIDED CONTRACTOR INSTALLED WALL COVERING AT TWO (2) WALLS, WHERE I ,�f + INDICATED. CLEAN AND PREP WALLS TO RECEIVE NEW WALL COVERING. CONFIRM LOCATIONS WITH / V , _ . . . ,/ TENANT AND PROVIDE WALL DIMENSIONS TO TENANT. ,� Pi . ' 1 GO + � • + + >< 111111104)4 // 3. PROVIDE NEW LAMINATE ON EXISTING COUNTERTOP. COORDINATE SPECIFICATION WITH TENANT. I ENSURE EXISTING COUNTERTOP SUBSTRATE IS IN GOOD-WORKING CONDITION, AND IS FREE OF ' $1• • ` -- MOISTURE OR OTHER DEFECTS THAT WILL COMPROMISE THE INSTALLATION OF NEW LAMINATE. OF O AV 4. CABINETRY (UPPERS AND LOWERS) TO BE CLEANED AND IN GOOD-WORKING CONDITION, INCLUDING _ Z1 + �/ HARDWARE. CONFIRM REQUIREMENTS WITH TENANT. MACKENZIE 2019 ISIIZI •4 , „ 5. STRIP AND RE-WAX EXISTING VCT THROUGHOUT. CONFIRM REQUIREMENTS WITH TENANT. © ALL RIGHTS RESERVED `% THESE DRAWINGS ARE THE PROPERTY 6. CONFIRM NEW ELECTRICAL OUTLET LOCATION WITH TENANT, WHERE INDICATED. OF MACKENZIE AND ARE NOT TO BE + 4 + + + „ + 4/ USED OR REPRODUCED IN ANY MANNER, a 01111141 ri •�3 . CONFIRM EXITING BASE FEED LOCTIN CAN ACCMMDATE 7 ANT'S FURNITURE POWER REQUIREMENTS COORDINATE WITH A EONANT AND TO ANT'S FURNITIURE VENDOR. MODIFY EXISTING , WITHOUT PRIOR WRITTEN PERMISSION � � '/ REVISIONS: iz FEED AS REQUIRED. III IliL / 8. RELOCATE EXISTING CEILING COMPONENTS, AS REQUIRED PER NEW CONSTRUCTION. z oQ REVISIONS REVISION DELTA ::.. ; . : ... r. . . SHEET CLOSING DATE z j J THIS Q 9. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION, OBSERVATION IS wa LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE PARTIAL SECOND FLOOR REFLECTED CEILING PLAN CONFIRMED ON SITE BY CONTRACTOR. I Milk di I I vi 118"=11-0" ALTERNATE UPGRADES I I I PROVIDE SEPARATE PRICING FOR THE FOLLOWING: AA. IF MODIFICATION TO EXISTING BASE FEED LOCATION IS NOT FEASIBLE TO SUPPLY POWER TO TENANT'S WORKSTATIONS, PROVIDE NEW BASE FEED LOCATION, WHERE INDICATED I I SHEET TITLE: PARTIAL SECOND FLOOR DEMOLITION, FLOOR, AND REFLECTED CEILING PLANS, AND NOTES DRAWN BY: JST CHECKED BY: LUC, MRT, PDK SHEET: A1 .1O JOB NO. 2150952.31 PERMIT SET: 04/30/19 21 569 52 31\DRAWINGS\AR CHI TECTURAL\A1.10.DWG JST 04/29/19 15:47 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE WALL ANGLE _—\_\#//,/, 11., ....-__ CLIP STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER BERG 2 8" MAX. ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF PERIMETER LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT ATi 1 12'-0" OC EA WAY Af'7' MAIN RUNNER COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB �,o• Architecture u Interiors • J 2„ • . • Planning ■ Engineering / • • Q 0 (2K) "ATTACHED •q 1 WALL" • .°• •a 0 r' L SECURE ALL HANGERS TO BLDG Cr , Portland,OR STRUCTURE. TRAPEZE DUCT EDGE AT WALL NTS 503.224.9560 WORK AND OTHER LARGE O CEILINGNOTE: FOR UNATTACHED WALLS PROVIDE A Vancouver,WA OBSTRUCTIONS 360.695.7879 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP Seattle,WA `.. 1, �— CROSS RUNNERS FIT BETWEEN MAIN RUNNERS -- DO NOT SCREW SERC 2 CLIP TO TRACK 206.749.9993 �IAX MAIN RUNNERS AT 4'—O" OC SUPPORT WITH #12 WIRE AT 4'-00" OC www.mcknze.com 6'-0" MAX OR WITH #10 WIRE AT 5i-0" OC EA WAY --j1;" , LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA TABLE MAX. LENGTH MACKENZIE. WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" FROM 1/2" DIA CONDUIT (EMT) 5'-10" DESIGN DRIVEN I CLIENT FOCUSED I , CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 3/4" DIA CONDUIT (EMT) 7'-8" Client 1NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND S DIA CONDUIT (EMT) 12'-9'-9O SGL 162S125-33 MTL STUD (1-5/8"X20GA) 12'-0" HAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. BACK TO BACK 162S125-33 MTL STUDS (1-5/8"X2OGA) 15'—O" SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND SGL 250S125-33 MTL STUD (2-1/2"X20GA) 13'-6" ASTME580 BACK TO PACK 250S125-33 MTL. STUDS (2-1/2"X20GA) 15'—O" . 0 SHORE STEIN SUSPENDED CEILING BRACINGCD I NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1'-0"=1'-0" z 0 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. —' U 33 MIL 3-1/2" METAL STUD BRACING , , TO FLOOR STRUCTURE AT 8'-0" OC Project W/ (2) #8 SHEET METAL SCREWS AT RANDSTAD ` EACH END. BRACING TO BE PROVIDED WHERE DISTANCE BETWEEN SUITE 235 6\ , ,/ �� PERPENDICULAR INTERSECTING WALLS TENANT IMPROVEMENT AvNilt l �� / OR HORIZONTAL BRACING BETWEEN SOUND ATTENUATION r-7 I NWALLS EXCEEDS 8'—O" OC r BATT AS OCCURS ), (_,4 ��- 3 SOUND ATTENUATION BATT. 4'-0" ftriv GYPSUM BOARD WALL AS 3 LINCOLN — — — • CENTERED ON WALL WHERE NOTED. OCCURS 10220 GREENBURG ROAD Pill -- - = - TIGARD, OREGON CUT TILE FOR TIGHT FIT AT WALLS . SUSPENDED - CEILING CASING BEAD USG 200—A • GYP BD 7 --\-- L ATTACH STUD TRACK THROUGH GRID ,4111 4 • EA SIDE DOUBLE STUD AT JAMB, • . E E mirrift SOU -4 'fft°' ND ATTENUATION INSULATION L f TYPICAL AS OCCURS -- SEE PLAN � = METAL STUDS TIMELY FRAME: +� - SEE WALL HT. BOTTOM TRACK TO FINISH FLOOR S MATCH BLDG STD / po r co, TABLE FOR WITH POWDER DRIVEN ANCHORS SIZE AND AT 4'-0" OC • SPACING CONT ACOUSTIC SEALANT EACH 1� 0‘ ' x OF a SIDE AGAINST TRACK NO SEALANT M AT SIM COND N CONCRETE SLAB © ALMEAAD USG ERESERVED \ A 7 THESE DRAWINGS ARE THE PROPERTY 1r`� 7frr, OF MACKENZIE AND ARE NOT TO BE I USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: a Z 0WALL - TO UNDERSIDE OF GRID 8 DOOR - TIMELY FRAME �� REVISIONS REVISION DELTA > THIS CLOSING DATE „ -� cc a SHEET AT FLOOR AND SUSPENDED CEILING 3 =1 —0 -.-1 A 5.21 HEAD SIMILAR 3"=1'-0" 0 a • I * 3 LINCOLN STUD SIZE: 2 1/2" LIMITING WALL HEIGHT TABLE SCHEDULE OF INTERIOR FINISHES INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf r DESIGNATION SPACING MAX. WALL HEIGHTr PL-1: (COUNTERTOP) TBD , 250S125-18 24" 8'-4" , 250S125-18 16 9'-7"rr P-1 : (GENERAL PAINT) TBD SHEET TITLE: 250S125-27 24" 9'-10" INTERIOR DETAILS P-2: (ACCENT PAINT) TBD 250S125-18 16" 11'-3" 362S125-18 24" 13'-5" WC-1: (WALLCOVERING) TBD 362S125-18 16" 14'-4" 362S162-33 16" 16'-5" PAINT NOTE: 362S162-43 16" 18'-0" EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH 600S162-33 16" 24'-6" AT WALLS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN AT 15%-25% AT 60 DEGREES. DRAWN BY: JST INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS WITH CERAMIC TILE FACING L/360 © 5psf CHECKED BY: LJC, MRT, PDK , DESIGNATION SPACING MAX. WALL HEIGHT SHEET: 362S125-18 16" 12'-4" 362S125-33 16" 14'-3" .. (I) A5.21 o: 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. -I JOB NO. 2150952.31 11 WALL HEIGHT TABLE �] PERMIT SET: 04/30/19 5.G, j 215095231\DRAWINGS\ARCHITECTURAL\A5.21.DWG JST 04/29/19 15:44 1:1.00