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Plans (33) BUP2021 -00202 OFFICE COPY RECEIVED J � SWLOVMSVM • �• I I I III UI7 19 1011 I Jill III 111 ill_ = CITY OF TIGARD SITE �m T?fTd • = CORNFORTHJILDING DIVISION • • ��w� / ! " I II I ❑II IN Architecture Interiors Planning Engineering CONSULTANTS a . TENANT IMPROVEMENT Portland, OR 503.224.9560 Vancouver, WA SUITE 111 3 Seattle, WA 206.749.9993 °""}"'1}}""u PROJECT GENERAL NOTES 4 LINCOLN www•mcknze.com A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY MACKENZIE. STRUCTURED PARKING STRUCTURED PARKING DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. 1025 0 S W G R E E N B U R D G ROAD DESIGN DRIVEN i CLIENT FOCUSED i Client - — - - - swOak Stmt B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES.IF TIGARD , OREGON C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO VALIDITY OF PERMIT VICINITY MAP START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF THE ISSUANCE OF A PERMIT 0,0 NOT TO SCALE WORK, ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH BASED ON CONSTRUCTION ®CORNFORTH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. DOCUMENTS AND OTHER c O N s UL T A N TS CODE SUMMARY LEGEND DATA ODEOFHALL OCIALFR M D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE THE CODE OFFICIAL FROM CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR INDEX OF DRAWINGS REQUIRING THE CORRECTION 4 SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. GENERAL op r!MMqR@. g66G IQ EXIT EXIT ACCESS . GO01 PROJECT INFORMATION, VICINITY MAP, CODE SUMMARY PLAN, AND NOTES E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL Project ® ILLUMINATED EXIT SIGN INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, ANDCORNFORTH ARCHITECTURAL FIRE EXTINGUISHER LOCATION DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST AO.01 ARCHITECTURAL GENERAL NOTES, ABBREVIATIONS, WALL TYPES, AND ADA CLEARANCES. CONSULTANTS DOPTION SHOULD BE PRICED. A1.10 PARTIAL FIRST FLOOR PLAN, REFLECTED CEILING PLAN, AND NOTES TENANT NOT IN SCOPE A5.20 INTERIOR DETAILS AND SCHEDULES IMPROVEMENT F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS SUITE 111 DIAGONAL DISTANCE = 166-3" OCCUR, UNLESS NOTED OTHERWISE. 4 LINCOLN 3 DIAGONAL = 55-5" (MIN. DISTANCE ALLOWED) G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO 10250 SW GREENBURG RD. DISTANCE BETWEEN EXITS: 109'-5" FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED SCOPE OF WORK TIGARD, OREGON m COMMON PATH OF EGRESS TRAVEL = 100'-0" MAX. ACCESS FLOOR. THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF OH. DO NOT SCALE DRAWINGS. APPROXIMATELY 7,713 SQUARE FEET FOR AN EXISTING TENANT ON THE FIRST FLOOR OF THREE FLOORS I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN �S _��—CTjJ ��� A 57'-6" TOTAL. WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS, RELITES AND FINISHES. �u _—_ — — _ TRAVEL DISTANCE 300'-0" MAX. (TABLE 1017.2) r PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. VALUATION: $18,300 ~ L IS IN AI 143'-1" J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD y REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. PORTLAN RE N , 9 K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE DESIGN/CODE DATA d CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY 0 Q� MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE A J % INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY: B � ° CONSTRUCTION TYPE: TYPE 1-B MACKENZIE 2021 9 0 OCCUPANCY BY TENANT. TENANT AREA: APPROXIMATELY 7,713 SQUARE FEET © ALL RIGHTS RESERVED { E g L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND OCCUPANCY LOAD: 52 THESE DRAWINGS ARE THE PROPERTY OF I MACKENZIE AND ARE NOT TO BE USED APPROVED BY MACKENZIE. 2 REQUIRED EXITS, 2 EXITS PROVIDED. OR REPRODUCED IN ANY MANNER, ■ ■ WITHOUT PRIOR WRITTEN PERMISSION M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND y PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY REVISION SCHEDULE g � COORDINATE WITH THE OWNER. GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. Delta Issued As Issue Date SYMBOLS AND REFERENCES SEPARATE PERMIT ■ --- __-_ -____ __ ____ -__.____ JJ (P::PROJECT NORTH 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) MECHANICAL NORTH ARROW ELECTRICAL TRUE NORTH EXIT ILLUMINATION ■ FILLED ARROW NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. A DETAIL# THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTERIOR ELEVATION INTENDED TO REPRESENT FINALICODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO KEY MARK 12 ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL SHEET# SUB-CATEGORY SHEET TITLE: EXIT 11 p CATEGORY PROJECT DIVISION # INFORMATION, CONTACTS VICINITY MAP, t I Lh I KEYNOTE 01-01 ARCHITECT CONTRACTOR CODE SUMMARY rr NOTE # PLAN AND r LI a MACKENZIE RUSSELL CONSTRUCTION S J 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE NOTES SPACE NAME PORTLAND, OR 97214 TUALATIN, OR 97062 OFFIC SPACE # UFFICE COPY I , ROOM/SPACE IDENTIFICATION 114 CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: SJR EXR �a EXIST. FLOOR FINISH TEL: 503.224.9560 TEL: 503.692.9002 I I P-, B-, WALL BASE FINISH FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM CHECKED BY: LJC, PDK I I WALL FINISH EMAIL: LCARPENTER@MCKNZE.COM CCB: 58918 CITY OF TIGARD; SHEET: L - - _ - -_ - - - - TENANT REVIEWERFOR CODE COMYLIANCR ® DOOR SYMBOL NUMBER IOTA Approved: tj ] A GO .. 01 CORNFORTH CONSULTANTS OTC:10250 SW GREENBURG ROAD, SUITE 111TIGARD, OR97223 Permit#: �,1o�tnal - OOeZ02 Address: U / ,Lg i-ll CONTACT: GERRY HESLIN Suite#: 1 C1+z«th4/y, JOB NO. 2 CODE SUMMARY PLAN TEL: 503.452.1100 $Y. l _ Date: • iy-3� 2190953.15 FAX: 503.452.1528 \ NTS EMAIL: GHESLIN@CORNFORTHCONSULTANTS.COM 0PERMIT SET: 08/18/2021 0.0 1ST FLOOR 219095315\DRAWINGSWRCHITECTURALl15_G0.01.DWG SJR 06/17121 16:10 1:96.00 ABBREVIATIONS ARCHITECTURAL GENERAL NOTES A. ALL WALLS ARE TO UNDERSIDE OF CEILING GRID UNLESS OTHERWISE NOTED. @ AT MAX MAXIMUM B. REFERENCE DOOR SCHEDULE FOR DOOR TYPE DESIGNATION AND ADDITIONAL INFORMATION. ADA AMERICANS WITH DISABILITIES MDF MEDIUM DENSITY FIBERBOARD ACT MEP MECHANICAL, ELECTRICAL, C. SEE CODE ANALYSIS PLANS FOR FIRE EXTINGUISHER LOCATIONS. IAN ADJ ADJUSTABLE PLUMBING D. PROVIDE BLOCKING AS REQUIRED ADJACENT TO FIRE EXTINGUISHERS FOR OWNER INSTALLED AFF ABOVE FINISH FLOOR MIN MINIMUM AED STATIONS Architecture = Interiors ALT ALTERNATE MISC MISCELLANEOUS E. FURNITURE AND EQUIPMENT BY OTHERS, SHOWN FOR REFERENCE ONLY. Planning , Engineering BLD/BLDG BUILDING NFPA NATIONAL FIRE PROTECTION F. CONTRACTOR TO COORDINATE WALL MOUNTED FURNITURE, INCLUDING BUT NOT LIMITED TO, CLS. CENTERLINE AGENCY CABINETRY, PROJECTION SCREENS, WHITE BOARDS, TELEVISIONS, ETC. AND PROVIDE CLR CLEAR NIC NOT IN CONTRACT NECESSARY BLOCKING AS REQUIRED. CPT CARPET NTS NOT TO SCALE G. CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION OF OWNER FURNISHED (E)/EXIST EXISTING OC ON CENTER EQUIPMENT WITH THE OWNER. Portland, OR EA EACH OS OCCUPANCY SENSOR 503.224.9560 H. ALL DIMENSIONS TO FACE OF WALL, CENTERLINE OF COLUMN, UNLESS OTHERWISE NOTED. Vancouver, WA ELEV ELEVATION OSSC OREGON STRUCTURAL SPECIALTY ALIGN FINISHES WHERE INDICATED. CODE 360.695.7879 EMT ELECTRICAL METAL TUBING P PAINT 1. WALL THICKNESSES ARE[NOMINAL UNLESS OTHERWISE NOTED. Seattle,WA EQ EQUAL PSF PER SQUARE FOOT J. DIMENSIONS MARKED "CLR" ARE FROM FINISH SURFACE TO FINISH SURFACE. DIMENSIONS 206.749.9993 ETC ETCETERA RB RUBBER BASE WITH THIS MARK TAKE PRIORITY OVER ADJACENT DIMENSIONS, DIMENSIONS ADJACENT TO www.mcknze.com FEC FIRE EXTINGUISHER CABINET LATCH SIDE OF DOORS INDICATE REQUIRED CLEARANCES BETWEEN CLEAR DOOR OPENING RCP REFLECTED CEILING PLAN FHC FIRE HOSE CABINET AND ADJACENT FINISH. MACKENZIE . REV REVISION FIN FINISH(ED) K. ALL DIMENSIONS SHOWN AS PLUS/MINUS (+/-) ARE FOR GENERAL LAYOUT AND REFERENCE DESIGN DRIVEN I CLIENT FOCUSED SF SQUARE FEET FLR FLOOR ONLY. Client SIM SIMILAR GYP BD GYPSUM BOARD STD STANDARD L. DOORS NOT DIMENSIONED ARE TO BE LOCATED 4" FROM FACE OF WALL TO OUTSIDE EDGE OF HR(S) HOUR(S) JAMB. TBD TO BE DETERMINED HVAC HEATING, VENTILATION AND AIR TYP TYPICAL M. ELECTRICAL/DATA OUTLETS SHOWN FOR REFERENCE ONLY. CONDITIONING IBC INTERNATIONAL BUILDING CODE UNO/UON UNLESS NOTED OTHERWISE N. ALL ELECTRICAL OUTLETS TO MATCH BUILDING STANDARD, UNLESS NOTED OTHERWISE. a CORNFORTH LBS POUNDS USG UNITED STATES GYPSUM O. COORDINATE AND REFER TO MECHANICAL AND ELECTRICAL DISCIPLINES FOR SPECIFIC c o N s u L 1 n N r s LF LIGHT FIXTURE VOC VOLATILE ORGANIC COMPOUNDS INFORMATION, LOCATIONS, DIMENSIONS, CONNECTIONS, AND PENETRATIONS. W/ WITH P. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION. Q. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW WORK TO NEW CONDITION. R. ALL EXISTING BUILDING ELEMENTS TO REMAIN UNLESS NOTED OTHERWISE. Project CONSULTAH WALL TYPES S. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT CONSULTANTS MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING. TENANT I— T. 100% SPRINKLERS TO BE MAINTAINED THROUGHOUT IN ACCORDANCE WITH THE LATEST IMPROVEMENT o EXISTING WALL TO REMAIN ADDITION OF NFPA 13. SUITE 111 mmo"# o EXISTING 1-HOUR RATED WALL TO REMAIN U. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS 4 LINCOLN J REQUIRED. 10250 SW GREENBURG RD. a EXISTING 2-HOUR RATED WALL TO REMAIN TIGARD, OREGON V. DO NOT OVERCUT CORNERS AT NEW WALL PANEL/FLOOR SLAB OPENINGS. TRANSITION BETWEEN FLOOR FINISHES ® NEW WALL TO UNDERSIDE OF CEILING, SEE 6/A5.20 W. RE-USE ALL DEMOLISHED COMPONENTS (DOORS, WINDOWS, LIGHTS, ETC) WHERE POSSIBLE. SERVICE OR REPAIR TO PROVIDE "LIKE NEW" OPERATION AND APPEARANCE. c� X. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO OWNER FOR FUTURE USE. L . IS IN �t Y. REMOVE EXISTING FLOORING AT AREAS OF WORK ONLY, UNLESS NOTED OTHERWISE. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. y Z. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. Jy�PORTLAN , RE N THRESHOLD 9 OF Og X a C MACKENZIE 2021 ALL RIGHTS RESERVED '^t THESE DRAWINGS ARE THE PROPERTY OF F MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, — — WITHOUT PRIOR WRITTEN PERMISSION O LEVEL CHANGES U) o ? 18" 00 Z 12'� REVISION SCHEDULE 6 ADA THRESHOLDS M'" BOTH LATCH AND CLOSER Delta Issued As Issue Date o.0 3„=1'-0” o FRONT APPROACH -SWINGING DOORS —I Z Z = oZ r o <r : 36" M114 maw m N o 22" 12'1 42" MI `t U ANDTCLOSERH SHEET TITLE: / ARCHITECTURAL 6" GENERAL NOS, ABBREVIATIONS, WALL TYPES, L 0 HINGE SIDE APPROACH -SWINGING DOORS AND ADA z CLEARANCES - o Cr F- w ow ow f o w \ t— 3 o �� 24" �5 I I DRAWN BY: SJR in m LLJ T CD � `r 24 ^� MIN =¢ U v C m _ a a CHECKED BY: LJC, PDK Cl)w00 O o H o �O O iFn \ J - m o w SHEET: cl oI I `� mco �I M `F 10�w = LATCH SIDE APPROACH -SWINGING DOORS U A0 . 01 c� w ? U �— 1 o TYP. MOUNTING HEIGHTS � 11 ACCESSIBLE DOOR CLEARANCES o JOB NO. 2190953.15 o.o a o 0 1/4"=1'-0" Q PERMIT SET: 08/18/2021 219095315\DRAWINGSVARCHITECTURAL\15_A0.01.DWG SJR 08/17/21 16:10 1:96.00 GENERAL NOTES COMMON NOTES: 1.01 RECEPTION A. SEE ARCHITECTURAL GENERAL NOTES ON SHEET AO.01 FOR MORE INFORMATION. PE 01B. SEE SHEET A0.01 FOR WALL TYPES. IST C. SEE SHEETA5.20 FOR FINISHES. OFFICE Ex 102 �. DEMOLITION NOTES: Architecture Interiors EXIST EX Ex 6� D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD Planning Engineering REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS, FLOOR PLAN NOTES: E. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OBSERVATION OF AREAS OF OPEN OFFICE WORK HAS BEEN PERFORMED ON 08/11/2021, WHILE OCCUPIED AND PLAN, ELECTRICAL AND CEILING Portland, OR OFFICE 135 INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). 503.224.9560 PEXOIS�T EXIST CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. Vancouver, WA Ex Ex F. ALL DOORS ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. 360.695.7879 EX Seattle, WA Lr' OFFICE OFFICE REFLECTED CEILING PLAN NOTES: 206.749.9993 130 129 EXIST EXIST OFFICE G. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-11"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. WWWn'1cknze.com OFFICE Ex EX LEx EX PEX AEX H. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. I. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING MACKENZIE . PENETRATIONS IN CENTER OF 2X2 PORTION OF 2X4 TILE, UNLESS NOTED OTHERWISE. DESIGN DRIVEN I CLIENT FOCUSED Ex Ex J. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY OFFICE OFFICE / Client OFFICE SEPARATE PERMIT. 134 1" BREAK 131 o1-Ot 02-02 EXIST �"< [AT ° EXIST 128 K. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. EXIST — — — — _ — _____--- CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. I EX EX Ex Ex I Ex Ex Ex I OFFICE SERVER OFFICE OFFICE L. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH 105 OFFICE WORK/BREAK 122 121 PS�T EXISTING. EXIST OFFICE I PEX2 + 123 o CPT EXIST P RB EX [E]EX x M. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO CORNFORTH Ex EX 133 — EXIST onov BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODEEXIST ® C O N S U L T A N T 5 Ex Ex OFFICE OPEN OFFICE EXR 26-01 °� ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO PE 27 125 REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY IST EXIST CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. 4N Ex Ex EX \ 1 01-01 CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION 1.4n:t 107A 02-01 08-01 AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED T _ _ BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. Project 01-01 CORNFORTH OFFICE OFFICE OFFICE OFFICE OFFICE LEGEND CONSULTANTS 1-0-6-1 107 PEXO 41S?T PEX17PT j OFFICE OFFICE OFFICE OFFICE OFFICE TENANT EXIST EXIST �u 115 116 117 11s 119 IMPROVEMENT OFFICE OFFICE OFFICE OFFICE EXIST Exlsr ExiST EXIST EXIST EXISTING CONSTRUCTION TO BE DEMOLISHED SUITE 111 111 112 PEFX PEX 114 EX EX EX EX EX EX EX EX EX EX EXIST EXIST EXIST I 4 LINCOLN Ex Ex Ex EX Ex Ex o EXISTING WALL TO REMAIN 10250 SW GREENBURG RD. o EXISTING 1-HOUR WALL TO REMAIN TIGARD, OREGON am am 711F7 o EXISTING 2-HOUR WALL TO REMAIN ® NEW WALL TO UNDERSIDE OF CEILING ���CtCl�7 A�jCrJr� 1 PARTIAL FIRST FLOOR PLAN titin'' C�l 1 EXISTING DUPLEX OUTLET At EXISTING DATA/PHONE ROUGH IN LOCATION • EXISTING COVERPLATE • / • PORTLAN , RE N O EXISTING THERMOSTAT W III EXISTING LIGHT SWITCH OFlkvj III Og ° NEW DUPLEX OUTLET NEW VOICE/DATA ROUGH IN LOCATION C MACKENZIE 2021 ALL RIGHTS RESERVED �s NEW LIGHT SWITCH WITH OCCUPANCY SENSOR THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXISTING CEILING GRID WITHOUT PRIOR WRITTEN PERMISSION o 0 e S� EXISTING CEILING MOUNTED SPEAKER REVISION SCHEDULE ° EXISTING SPRINKLER HEAD FS Delta Issued As Issue Date EXISTING CEILING MOUNTED FIRE STROBE [A 11 ° 0 02-03TYP ® EXISTING EXIT SIGN ® PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED THROUGH SEPARATE PERMIT ® m ° ° ® EXISTING 2'X4' LIGHT FIXTURE TO REMAIN 0 0 ° D EXISTING 2'X2' LIGHT FIXTURE TO REMAIN ® RELOCATED 2'X4'LIGHT FIXTURE 26-02 02 04 SHEET TITLE: ® PARTIAL FIRST 1 1110 FLOOR PLAN, KEYNOTES /A 111 11 1111 ° ° F ° 11 1. 11 REFLECTED m�R ° 01-01 NEW WALL TO ALIGN WITH EXISTING TO REMAIN. CEILING PLAN, ° 11 ® F 02-01 DEMOLISH EXISTING PARTIAL HEIGHT WALL. PATCH AND REPAIR EXISTING WALL TO AND NOTES IlkREMAIN AS REQUIRED BY DEMOLITION. ° ® o ° 02-02 DEMOLISH CABINETRY. PATCH AND REPAIR EXISTING ADJACENT FULL HEIGHT WALL AS zz 0 0 ° ° REQUIRED BY DEMOLITION. 02-03 EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. DRAWN BY: SJR _ OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. T,P 02-04 REMOVE AND RELOCATE EXISTING 2'X4'LIGHT FIXTURE. CHECKED BY: LJC, PDK 02-03 08-01 NEW 2'-0"WIDE INTEGRAL RELITE TO MATCH EXISTING SUITE STANDARD. 0 0 0 ° 0 0 0 26-01 RELOCATE EXISTING ELECTRICAL TO STANDARD HEIGHT. 0 SHEET: 0 0 ° 26-02 RELOCATED LIGHT FIXTURE. A1 . 10 2 PARTIAL FRIST FLOOR REFLECTED CEILING PLAN JOB NO. 2190953.15 1 .1 1/81,=1,-0„ PERMIT SET: 08/18/2021 219095315\DRAWINGSWRCHITECTURAL\15 A1.10.DWG SJR 08/17/21 16:09 1:96.00 FLOOR OR ROOF STRUCTURE DOOR SCHEDULE HARDWARE GROUPS POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE W 6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE DOOR DOOR OPENING DOOR FRAME HARDWARE / # DETAILS RATING COMMENTS STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER BERC 2 WALL ANGLE NO. SIZE THK TYPE MAIL FINISH MAIL FINISH GROUP H-1: PASSAGE CLIP 8" MAX. -- LATCHSET. F75 GRADE 1, ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF EXIST 3'-0"x7'-0" EXISTING DOOR BUTTS, SEAL, STOPS PERIMETER EXIST 3-0'xT-0'DBL EXISTING DOOR LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT ° MAIN RUNNER • 12'-0" OC EA WAY 107A 3'-0'xT-0' 1-3/4' FL SC S T FF 7A/A5.20 H-1 COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB Q ae 122A 3-0"xT-0" 1-3/4" FUR SC S T FF 7B/A5.20 H-, Architecture , Interiors 2GENERAL NOTES ABBREVIATIONS Planning Engineering „ D A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. OO ATTACHED ` �� , B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. EX EXISTING WALL" °, C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE, FF FACTORY FINISH 4 D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. FL FLUSH A SECURE ALL HANGERS TO BLDG a E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. FUR FLUSH WITH ADJACENT RELITE Portland, OR STRUCTURE. TRAPEZE DUCT CEILING ®CIE AT WALL NTS F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. S STAIN 503.224.9560 WORK AND OTHER LARGE A G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE SC SOLID CORE WOOD NOTE: FOR UNATTACHED WALLS PROVIDE A Vancouver,WA T TIMELY FRAME OBSTRUCTIONS 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP BETWEEN 36"TO 42". 360.695.7879 . " CROSS RUNNERS FIT BETWEEN MAIN RUNNERS _ H. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. — DO NOT SCREW BERC 2 CLIP TO TRACK I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: Seattle, WA EXTERIOR DOORS 8.5 LBS 206.749.9993 _01A MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 WIRE AT 4'-0" OC INTERIOR DOORS 5 LBS www.mcknze.com 6'-0" MAX OR WITH #10 WIRE AT 5'-0" OC EA WAY FIRE DOORS 15 LBS LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC EA TABLE MAX. LENGTH J. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO MACKENZIE. WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" FROM 112" DIA CONDUIT EMT 5'-10" LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 3/4" DIA CONDUIT (EMT) 7'-8" K. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR DESIGN DRIVEN ' CLIENT FOCUSED TWISTING OF THE WRIST. 1" DIA CONDUIT EMT 9'-9" L. EXIT DOORS SHALL NOT BE LESS THAN 3'-0" IN WIDTH AND 6'-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL Client NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND SGL 162S125-33 MTL STUD 1-5 8"X20GA 12'-0' NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. HAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. BAC TO BACK 6 Sl 5-33 MTL STUDS 1-5 8"X20G 15"-0" M. ALL GLAZING IN DOORS, ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR, AND GLAZING WITHIN 24"OF DOORS AND LESS SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND _ _ _ THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" ASTME580 1BACK TO BACK 250S125-33 MTL STUDS -1 "X20GA 15'-0" o TEMPERED GLASS MINIMUM, UNO.) N. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY 1 SUSPENDED CEILING BRACING 0 FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING ®CORNFORTH TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN 5 2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1'-0"=1'-0" z EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS-FORCE. THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. * 4 LINCOLN STUD SIZE: 2 1/2" 33 MIL 3-1/2" METALSTUD BRACING TO FLOOR 9 9 11 NOTES: STRUCTURE AT 8'-0" OC 5.20 SIM 5 20 SIM 5 20 A. ALL DOORS ARE SOLID WITH (2) #8 SHEET WOOD CORE, FLUSH Project METAL SCREWS AT EACH DOORS UNLESS NOTED CORNFORTH LIMITING WALL HEIGHT TABLE INTERIOR NON STRUCTURAL NON—COMPOSITE WALLS L/240 @ 5psf END. BRACING TO BE OTHERWISE. CONSULTANTS PROVIDED WHERE TENANT DESIGNATION SPACING MAX. WALL HEIGHT DISTANCE BETWEEN / ' IMPROVEMENT PERPENDICULAR SUITE 111 250S725-18 24" 8'-4" INTERSECTING WALLS OR 250S125-18 16" 9'-7" HORIZONTAL BRACING "TEMPERED GLASS, 4LINCOLN BETWEEN WALLS EXCEEDS TYPICAL 10250 SW GREENBURG RD. 2505125-27 24" 9'-10" 4 8'-0" OC � TIGARD, OREGON 2505125-18 16" 11'-3" 3" SOUND ATTENUATION LLJ 3625125-18 24" 13'-5" BATT. 4'-0" CENTERED ON O_J jr SUSPENDED WALL WHERE NOTED. o w o w 362S125-18 16" 14'-4" CEILING w w x x CUT TILE FOR TIGHT FIT w U w C) �j�U` Cr 362S162-33 16" 16'-5" AT WALLS co 0) U) co LIS IN 362Si62-43 16" 18' GYPSUM BOARD CASING BEAD USG 200-A -0" EACH SIDE 9 \ 10 y 600S162-33 16" 24'-6" 5.20 5.2 MBiIOR NON STRUCTURAL NON—COMPOSITE WALLS SOUND ATTENUATION \ \ J�POItTLaN , RE � WITH CERAMIC TILE FACING L/360 @ 5psf METAL STUDS. INSULATION PER PLAN 4�' OF, O� DESKYdATION SPACING MAX WALL HEIGHT SEE 0 FOR BOTTOM TRACK TO FINISH SIZE ANNDD SPACING FLOOR WITH POWDER FIN FLR FIN FLR 362S125-18 16" 12'-4" xx DRIVEN ANCHORS AT SEE DOOR I SEE DOOR SEE PLAN © MACKENZIE 2021 362SI25-33 16" 14'-3" 4'-0" O.C. SCHEDULE �` SCHEDULE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF U) n1 CONTINUOUS ACOUSTIC MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH \ SEALANT EACH SIDE A FLUSH FLUSH WITH ADJACENT RELITE WITHOUT PRIOR WRITTEN PERMISSION I � AGAINST TRACK 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. mJ CONCRETE SLAB o w 5 WALL HEIGHT TABLE = 6 WALL — TO UNDERSIDE OF GRID DOOR TYPES d REVISION SCHEDULE Delta Issued As Issue Date rJ 2 3 5 2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" SCHEDULE OF INTERIOR FINISHES GYPSUM BOARD WALL AS \ OCCURS \ \ / / RB-1: MATCH EXISTING SUITE STANDARD. \ / / SOUND ATTENUATION — DOUBLE STUD AT JAMB, \ \ \ / / CPT-1: MATCH EXISTING SUITE STANDARD. BATT AS OCCURS TYPICAL P-1: (GENERAL PAINT) MATCH EXISTING SUITE STANDARD. GYPSUM BOARD WALL AS / \ 45 _ B/CLNG PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT OCCURS WALLS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING SHEET TITLE: 8'-11 AFF AND SHEEN AT 15%-25%AT 60 DEGREES. INTERIOR °0- TIMELY FRAMEDETAILS AND SCHEDULES DOUBLE STUD AT JAMB, 7A I TYPICAL AI H TIMELY FRAME: B/GYP BD MATCH BLDG STD w a 1/ 4" TEMPERED RELITE 7' a AS OCCURS, PROVIDE LU w "C" CHANNEL AT TOP DRAWN BY: SJR AND BOTTOM CHECKED BY: LJC, PDK SHEET: WALL PER PLAN 7-1 _ iT _ A5 . 20 - ~ 0 LLJ J J I t K`9DOOR — TIMELY FRAME 1 o DOOR — TIMELY SIDELIGHT 11 RELITE — TYP. HEAD/SILL TIMELY a JOB No. 2190953.15 5 2 HEAD SIMILAR 377-0" 0 5 2 HEAD SIMILAR 3"=1'-0" 0 5 2 w PERMIT SET: 08/18/2021 p 0 Q� 219095315\DRAWINGS\ARCHITECTURAL\15_A5.20.DWG SJR 08/17/21 16:10 1:96.00