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Plans (2) BU P2018-002 16 LEGEND AREA OF WORK • I EXISTING WALL TO REMAIN NEW WALL TO UNDERSIDE OF GRID, SEE 4/A5.20 Architecture Interiors SW Locust Street EXISTING 2 HOUR RATED WALL TO REMAINBRIDGEWELL Planning Engineering 2 EXISTING BASE FEED „ Q 0.° OC-_ .-° . .. *o coo L O ; J iii 0 , EXISTING QUADRUPLEX OUTLET t ri �:� '� OIL_/ p.',.,_../:'�°,,. L[NC i *6 NEW DEDICATED QUADRUPLEX OUTLET RECEIVED I o `.�.o �i of N RESC) URCESPortland, OR 4 .4 C 4 4 . 1 0 *.''I ;;� EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION JUL 17 2018 503.224.9560 O C.) 0 C f) 0 C .) 4 ,,, -4. ) , STRUCTURED PARKING '' ` l 0 NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION CITY TIGARD Vancouver, WA 40- y • oo l BUILDING DIVISION 360.695.7879 Oa -- �} <�j` EXISTING COVERPLATE TENANT IMPROVEMENT Seattle, WA c w' 206,749.9993 \ _____L,,,-/ 0I \ LINCOLN V EXISTING LIGHT SWITCH www.mcknze.com ro ,°4�? �- 4LINCsOLN NEW LIGHT SWITCH WITH OCCUPANCY SENSOR 5 LINCOLN Lr — f. •\\ . ',4 T r �, __ O �� 4 CARD READER LOCATION MACKENZIE --✓2 �'S DESIGN DRIVEN 1 CLIENT FOCUSED l 'N it`f Lf o�c 3 LOBSTER rg `'ti ■ �c FIRE STROBE Client <._. ...,_ , _...„..., _.... ,, '11 f3 LINCOLN �� EXISTING THERMOSTAT 10200 SV'/ GREENBURG RD {r., . k , , �. \I H lk;, /i KEY NOTE FOR REFERENCETIGARD, OREGON 1-1::,) • a'' d#*`O` t"fo° ...' : ` ; *;14 DOOR NUMBER SYMBOL EXIT REQUIRED EXIT .: r.. BRIDGEWELL a n 9 LINCOLN - .p,, LINCOLN EXISTING CEILING GRID OWNER RESOURCES - TO ER I ■ ti SHORENSTEIN REALTY SERVICES ` ! EXISTING 2'x4' LIGHT FIXTURE TO REMAIN I ROB FABIAN - PROJECT MANAGER - CONSTRUCTION �.., RFABIAN@SHORENSTEIN.COM Project U U i r` c 1 I RELOCATED 2'x4' LIGHT FIXTURE 5335 MEADOWS ROAD, SUITE 275 BRIDGEWELL PLAZA LAKE OSWEGO, OREGON 97035 RESOURCES , F : STRUCTURED PARKING STRUCTURED PARKING EXISTING 2'x4' PHONE: (503)412-4844 LIGHT FIXTURE TO BE RELOCATED SUITE 540 ' EXISTING SUPPLY/RETURN VENT TO REMAIN GENERAL CONTRACTOR SW Oak Street EXISTING SMOKE DETECTOR RUSSELL CONSTRUCTION 5 LINCOLN 10200 SW GREENBURG RD EXISTING EXIT SIGN DONN STURDIVANT/ARNE WAYRYNEN TIGARD, OREGON DSTURDIVANTORUSSELLCONSTRUCTION.COM �� 20915 SW 105TH AVENUE ' °' 25' 50 1'00` 200, EXISTING SPRINKLER HEAD TUALATIN, OREGON 97062 0 EXISTING SPRINKLER HEAD TO BE RELOCATED PHONE: (503)692-9002 $!3D 1 SITE PLAN EXISTING RECESSED CAN LIGHT TO REMAIN Go.o INDEX OF DRAWINGS = _ K • • ! EXISTING GYPSUM BOARD CEILING TRUE €,.,:v,,.. r G0.01 TITLE SHEET, SITE PLAN, KEY PLAN CODE SUMMARY, LEGEND AND NOTES NORTH /P0'. P : � u ' $ PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE A1.10 DEMOLITION PLAN, PARTIAL FIFTH FLOOR PLAN, REFLECTED CEILING PLAN AND NOTES ' 0 �' « TO BE CONFIRMED THROUGH SEPARATE PERMIT A5.20 DETAILS AND SCHEDULES /2>z, I OF ops . SCOPE OF WORK , I PROJECT GENERAL NOTES THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS MACKENZIE 2018 ALL RIGHTS RESERVED A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN FOR AN APPROXIMATELY 16,094 SQUARE FOOT TENANT ON THE FIFTH OF SEVEN FLOORS. THESE DRAWINGS ARE THE PROPERTY DISTANCE BETWEENWORK TO INCLUDE MINOR DEMOLITION, NEW WALLS, DOORS AND RECITES. OF MACKENZIE AND ARE NOT TO BE -\ INTENT. THE PROJECT INTENT IS 70 PROVIDE FORA COMPLETE, WORKING SYSTEM. USED OR REPRODUCED IN ANY MANNER, EXITS = 99'-8" B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE WITHOUT PRIOR WRITTEN PERMISSION EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. TENANT APPROVAL' U - Li 6i - - IN iii ii C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START REVISIONS: OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY z CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE OFFICE COPY oQ REVISIONS REVISION DELTA PERFORMED AT NO ADDITIONAL COST TO THE OWNER. DESIGN/CGDE DATA mw SHE CLOSING DATE ma $HELY 7 D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THECinMEZIGARD CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES !N THE PLANS OR------ei .7 REVIEWED FOR CODE COMPLIANCE • SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. GOVERNING CODE: 2014 OSSC I + E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. OCCUPANCY: B Approved:N I + 77 itr ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE CONSTRUCTION TYPE: TYPE I-B OTC: ] EXIT / ,i ��//, / f j//��� / PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE TENANT AREA (APPROX): APPROX. 16,094 S.F. Permit#: &/.46ZO[g�rjr),�� + f�I PRICED. OCCUPANCY LOAD: 161 `? i ; 174 I -1 / F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS Address: + 00 Gr mer &, r v I I R �- . I' -_ // ■ J OCCUR, UNLESS NOTED OTHERWISE. Suite #. - 5 k! '� '/ ' • - I T - / G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL 2 REQUIRED EXITS, 2 EXITS PROVIDED B : �.4 Date: I I 0 . IIS- I I /III IIIALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE ----it � '- 7' I�• - - I I I • �' 11- FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS . ,, I I FLOOR. BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION I H. DO NOT SCALE DRAWINGS. WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER SHEET TITLE: frff.... : ) 1 1 1- I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN r +Ifad • PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. TITLE SHEET, SITE _ : T J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING SEPARATE PERMIT PLAN, KEY PLAN I T' / 7777777 J���• 77/ ,77 MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR CODE SUMMARY / /// l RECYCLING/RE-USE OF DEMOLITION DEBRIS. 2014 OSSC SECTION 107.3.4.2 (separate permit by others) ' �__ / r. K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE FIRE SPRINKLER LEGEND AND CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY FIRE ALARM ELECTRICAL REVIEWED FOR NOTES MATERIAYLS,TENANT. BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING MECHANICAL 121 LONGEST EGRESS COMMO53N'-8PATH THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY CODE COMPLIANCE [ L OF = " B / L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. ' % M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND DRAWN BY: KGB p ; p PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL NOTE: DESIGN BUILDERS FOR FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE 27COORDINATE WITH THE OWNER. SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE CHECKED BY: MRT, PDK TOTAL DIAGONAL = 167'-10" SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT I DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW SHEET: i OF THE DIAGONAL = 55'-9" AREAS OF WORK PRIOR TO SUBMITTAL CITY OF TIGARD Approved by Planning Date: �-��-1� eiN2 KEY PLAN �� GO.$ 5TH FLOOR VALUATION Initials: GO.01 NTS I TRUE PLAN VALUATION OF WORK = $12,286 JOB NO. 50950.30 NORTH NORTH PERMIT SET: 07/12/2018 •215095030• C:\TEMP\ACPUBLISH_8836\30_G0.01.DWG KGB 07/12/18 08:54 1:96.00 I ! I, u GENERAL DEMOLITION NOTES 442t, A. EXISTING FLOOR FINISH AND RUBBER BASE TO REMAIN THROUGHOUT. UNLESS NOTED OTHERWISE. SEE SHEET A5.20 FOR FINISHES. Architecture Interiors 1 B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO Planning Engineering BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE ICO CLARIFICATION CAN BE ISSUED. C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION 0 DEBRIS.E. - - - [111 1 _ CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS REQUIRED. Portland, OR _ - F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. 503.224.9560 F --gal I 1 ._ '-' ., I ❑ ti US G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY N IE Q 504A OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. Vancouver,360.695/879 WA IL T it Seattle,WA 206.749.9993 0 (1,_ ia GENERAL NOTES www.mcknze.com I. - A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. MACKENZIE © WORK E 0 1°— 0 4111 OPEN OFFICE 2 -- CONFERENCE B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 501 503 • 504 C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. DESIGN DRIVEN I CLIENT FOCUSED • D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 2/A5.20. Client L. U j II III 4 E. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING 11 O REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. 1.T. _i___ - II F. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE 0444 pi1 OVERRIDE HVAC BUTTON. 5o2 502 I � I . - 5048 G. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. kie _ H. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. O El1. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OBSERVATION OF AREAS OF WORK ONLY HAS BEEN PERFORMED (ON _ 1 I I[LI ---- O 07/06/2018, WHILE OCCUPIED) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO BRIDGEWELL "1J IJ 1 VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. RESOURCES J. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. K. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. 0 L. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-9"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. M. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS Project I NOTED OTHERWISE. BRIDGEWELL N. ADD SOUND INSULATION IN ALL NEW WALLS. RESOURCES Cr 0. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR D AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO SUITE 500 } I, REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION 5 L.INOOL.N 1 PARTIAL FIFTH FLOOR PLAN THROUGH DEFERRED SUBMITTAL. 10200 SW CiEENBURQ RD OPP4111)C' A1.10 1/8"=1'-o" 'TIGARD, OREGON I , TRUE PLAN KEYNOTES NORTH NORTH �� Y�'�I,r 'AUL D . 1. ALIGN NEW WALL WITH EXISTING WALL. ear' 10 2. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. 3. NO WORK THIS AREA. O.'RTLA I D. ,, 4. NEW 2'-0"± WIDE FRAMED RELITE TO MATCH TENANT SUITE STANDARD, SEE DETAIL 8/A5.20. DESIGN INTENT IS TO MATCH RELITES AT EXISTING CONFERENCE ROOM ON WEST SIDE OF THE FLOOR. 5. RELOCATE EXISTING SPRINKLER HEAD IF REQUIRED BY NEW CONSTRUCTION. " OF 0 1 II MACKENZIE 2018 0 ALL RIGHTS RESERVED - THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION I REVISIONS: Z 1 I I I1....�1 REVISIONS 1YOL. ''. '.--...''...''. X NS REVISIONDATE DELTA�, II i , MI; SJHCLOSING�� ao SHEETC5I I I -O• _ • \ILL ® • I T OP_ I d 1 I ..r..i.;:: .-:..:•.:. i,...:::;‘..•:.:.:::...-:,.:....,..!, ; i f I f I :1 :-�a I `�. • SHEET TITLE: .. ... .... • X -_. . . . :.: ~ :` • DEMOLI"T"ION PLAN, :.. o. ;o:: . : : � 1 PARTIAL FIFTH F:.,_______[0 _ :: _r_ x _ X D C FLOOR PLAN, ,: 1 I I III I I I I I I I I I h I- i 5 )- 'U �- REFLECTED CEILING PLAN AND NOTES I I DRAWN BY: KGB CHECKED BY: MRT, PDK SHEET: , OIPANIO2 REFLECTED CEILING PLAN A1.10 1/8--.1'_0„ A1 .10 TRUE PLAN NORTH NORTH JOB No.2150950.30 I PERMIT SET: 07/12/2018 •215095030. C:\TEMP\ACPUBLISH_6836\3O_A1.10.DWG KG8 07/12/18 08:54 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 BERG 2 8" MAX. ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP mw\J\j/r- SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT ATTACH STUD TRACK STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETERSTABILIZER BAR / • ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS 01.- S 3\ / / ....1M j „____, BRACE ABOVE THROUGH GRID TO WITHIN 8" OF PERIMETER .c \ / -LATERAL BRACING WITH APPROVED WEARTICAL SUSPENDED CLG \ / �_ COMPRESSION STRUT AT 12'-O" OC WAY 2„ • ` J ASSEMBLY \ / / / ■ �COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB • . a I� / • i / Architecture • Interiors 1 0 �o. - - - \ // - / )45' - Planning • Engineering // N "ATTACHED "''�1 �1 ' WALL" 'D. • \ ' METAL STUD BRACING TO FLOOR •a CUT TILE FOR TIGHT STRUCTURE AT 8'-O" OC W/ (2) #8 OO a FIT AT WALLS SHEET METAL SCREWS AT EACH END. 0c9.J1QAT WALL NTS CASING BEAD � STUD SIZING PER SPAN TABLE. Portland,OR O r � 3O4E.GAPRUNATTACHED BETWEEN EDGE OALLS PROVIDE A F ANGLE AND CLIP USG 200-A BRACING TO BE PROVIDED WHERE 503.224.9560 / SOUND ATTENUATION DISTANCE BETWEEN PERPENDICULAR Vancouver,WA _� -- DO NOT SCREW SERC 2 CLIP TO TRACK AT ALL NEW WALLS, TYP. • INTERSECTING WALLS OR HORIZONTAL 360.695.7879uver, BRACING BETWEEN WALLS EXCEEDS '.,, i �� CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE MAX. LENGTH _ 8'-0" OC Seattle,WA S' N 1/2" DIA CONDUIT (EMT 5'-10" 206.749.9993 OAS MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 „ N .._• Cts---)..- www.ckn e.com 3/4 DIA CONDUIT EMT 7'-8" ' 6'-0" MAX WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'4' OC EAS WAY 1"" DIA CONDUIT f EMT 9'-9" - METAL STUDS SEE WALL HEIGHT , LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12-0 OC r GYP BD EA SIDE •� �TABLE FOR GAUGE AND SPACING • SGL 162S125-33 MTL STUD 12 -0 % - EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER ANDMACKENZIE. • (1-5/8"x2OGA) IIIIIIIIv' CONT ACOUSTIC SEALANT EA DESIGN DRIVEN I CLIENT FOCUSED 2 FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF SIDE AGAINST TRACK NO NOTE: BACK TO BACK 162S125-33 15'-0" ' ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG- MTL STUDS (1-5/8"x2OGA) 1/2" MAX SEALANT AT SIM GOND Client APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK SGL 250S125-33 MTL STUD 13'-6" I WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS (2-1/2"x2OGA) CONCRETE SLAB I- BOTTOM TRACK TO FINISH BACK TO BACK 250S125-33 15'-0" FLOOR W/ POWDER DRIVEN D SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ANCHORS AT 4'-O" OC ASTMC636 AND ASTME580 MTL STUDS (2-1/2"x2OGA) o w SUSPENDED CEILING BRACING 4 NON-BEARING WALL Z ' 5.2 0 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" Q A BR I D G EWE L L NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z T THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. --I RESOURCES / SOUND ATTENUATION BATT , WAIISAS OCCURS Project _ �� - GYP BD WALL AS OCCURS BRIDGEWELL RESOURCES . SUITE 500 T la: DOUBLE STUD AT JAMB, TYP 5 LINCOLN 10200 SW OREENBURG RD . NM TIGARD, OREGON DOOR SCHEDULE HARDWARE GROUPS ' DOOR DOOR DOOR FRAME HARDWARE ~� MATCH BUILDING STANDARD �° 11 NO. OPENING SIZE I I ' I , I DETAILS GROUP RATING COMMENTS H-1: PASSAGE LATCHSET. F75 GRADE 1, z � ��J THK TYPE MAT'L FINISH MAT L FINISH . S / a 4..- AUL D 'S 'N EXIST 3'-0x8'-5" EXISTING DOOR - BUTTS, SEAL, STOPS H-2: NEW ELECTRIC HARDWARE C'1 502A 3'-0x8'-5" EXISTING DOOR H-2 - 1 W/CARD READER ON w • 504A 3'-0x8'-5" 1-3/4" FL/R SC S HMK FF 8/A5.20 H-1 - - ENTRY SIDE, COMPLY (r) Plir":•-.61F, • W/OSSC SECTION N 1 504B 3'-0x8'-5" 1-3/4" FL/R SC S HMK FF 8/A5.20 H-1 - - 1008.1.9.8 FOR ACCESS _---- CONTROL LOCKSET F86 14' OF & GRADE 1, BUTTS, SEALS, STOPS A I © MACKENZIE 2018 GENERAL NOTES SIDE LIGHT AS OCCURS ALL RIGHTS RESERVED ABBREVIATIONS THESE DRAWINGS ARE THE PROPERTY WITH 1/4 TEMPERED GLASS OF MACKENZIE AND ARE NOT TO BE A. ALL DOORS CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. rt USED OR REPRODUCED IN ANY MANNER, / EX EXISTING • - WITHOUT PRIOR WRITTEN PERMISSION B. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. I FF FACTORY FINISH w C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. / I- REVISIONS: D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE FL/R FLUSH WITH ADJACENT RELITE . '�� POSSIBLE. HMK HOLLOW METAL KNOCKDOWN ( o P PAINT S T'YP INTERIOR DOOR I ins REVISIONS REVISION DELTA S STAIN 5� THIS CLOSING DATE COMMENTS SC SOLID CORE WOOD EO HEAD SIMILAR 3"=1'-0" o �o SHEET 1. MODIFY EXISTING DOOR FRAME TO RECEIVE ELECTRIFIED HARDWARE (H-2) TO ACCOMMODATE NEW TENANT 1 * 5 LINCOLN STUD SIZE: 2N" I PROVIDED KEYCARD ACCESS SYSTEM. CONFIRM FINAL SPECIFICATIONS WITH TENANT AND TENANT'S VENDOR. 1 LIMITING WALL HEIGHT TABLE • FINISH LEGEND INTERIOR NON STRUCTURAL WALLS L/240 CO 5psf • • N. WALL E. WALL S. WALL W. WALL CEILING DESIGNATION SPACING MAX. WALL HEIGHT •• ROOM FLOOR MAT'L BASE MAT'LCEILING NO. ROOM NAME FINISH FINISH MAT'L MAT L MAT'L MAT'L MAT'L HEIGHT COMMENTS FINISH FINISH FINISH FINISH FINISH 250S125-18 24" 8'-4" 501 WORK EXIST EXIST/RB -- -- GB/P -- EXIST EXIST - 250S125-18 16" 9'-7" SHEET TITLE: 502 I.T. EXIST EXIST/RB GB/P -- -- -- EXIST EXIST - 250S125-27 24" 9'-10" DETAILS AND 503 OPEN OFFICE EXIST EXIST/RB -- GB/P -- -- EXIST EXIST - 250S125-18 16" 11'-3" SCHEDULES 504 CONFERENCE EXIST EXIST/RB -- -- -- GB/P EXIST EXIST - 3625125-18 24" 13'-5" FINISH SCHEDULE NOTES: ABBREVIATIONS: 362S125-18 16" 14'-4" A. ALL INTERIOR FINISHES SUITE STANDARD, TO MATCH EXISTING. EXIST EXISTING 3625162-33 16" 16'-5" B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW GB GYPSUM BOARD 362S162-43 16" 18'-0" CONSTRUCTION. PAINT NEW WALLS ONLY TO MATCH EXISTING. P PAINT C. PATCH AND REPAIR FLOOR FINISH AND RUBBER BASE WHERE AFFECTED BY RB RUBBER BASE 600S162-33 16" 24'-6" NEW CONSTRUCTION TO MATCH EXISTING. PROVIDE NEW RUBBER BASE AND AT ' NEW WALLS, TO MATCH EXISTING. INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS DRAWN BY: KGB • WITH CERAMIC TILE FACING L/360 ® 5psf uxl ) CHECKED BY: MRT, PDK DESIGNATION SPACING MAX. WALL HEIGHT m I SHEET: 362S125-18 16" 12'-4" ¢ 362S125-33 16" 14'-3" _ C.D w A5.20 WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. , 3 JOB N0.��50.30 12 WALL HEIGHT TABLE , A 5.21 f EHMI t' SL.T: 07/12/2018 215095030\4_DRAWINGS\ARCHITECTURAL\30JA5.20.DWG KGB 07/12/18 08:46 1:96.00