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Plans (3) BUP2016 00055 EXIT " WORKT-T- OPEN OFFICE Its yy Architecture Interiors 401 111 " Planning Engineering u HALL ErY' 2 406 OFFICEE ANT IMPROVEMENT 403 == 1 '' ; EQ. EQ. 405AUj XIS 4;" �� f Portland, OR rt T : 1 LINCOLN 503.224.9560 ;:r 1 XIS Vancouver, WA 360.695.7879 ® 103000* GREENBURG RD Seattle, WA OFFICE OFFICE 206.749.9993 www.mcknze.com TIGARD, OREGON MACKENZIE . AREA OF WORK INDEX DESIGN DRIVEN I CLIENT FOCUSED ri--� PARTIAL FOURTH FLOOR PLAN REFLECTS® CEILING PLAN ��► 3 KEY PLAN /1(T 1_!1 I R(� �A2.1) 1/8"=V-0" A2.1 1/8"=1'-0" A2,1 FOURTH FLOOR NTS A2.1 PARTIAL FOURTH FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN, SITE PLAN, SCHEDULES AND NOTES TRUE PLAN A8.1 DETAILS NORTH NORTH SHORE S T E I rI LEGEND P F WORK ZJ EXISTING WALL TO REMAIN EXISTING COVERPLATE EXISTING CEILING GRID THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS FOR AN APPROXIMATELY 925 SQUARE FOOT TENANT ON THE FOURTH OF FIVE FLOORS. NEW WALL TO UNDERSIDE OF GRID, SEE 3/A8.1 t� EXISTING THERMOSTAT { EXISTING 2'x4' LIGHT FIXTURE TO REMAIN WORK TO INCLUDE NEW WALLS, DOOR AND INTERIOR WINDOW. ' EXISTING FIRE STROBE TENANT P • Project EXISTING 1 HOUR RATED WALL TO REMAIN NEW LIGHT SWITCH WITH OCCUPANCY SENSOR _ AMERICAN UNITED I DEVELOPMENT GROUP EXISTING DEMISING WALL TO REMAIN � EXISTING LIGHT SWITCH �� �� �;� EXISTING SUPPLY/RETURN VENT TO REMAIN SUITE //� Fay EXISTING QUADRUPLEX OUTLET KEY NOTE FOR REFERENCE EXISTING 2'x4' 24 HR EGRESS FLUORESCENT LIGHT FIXTURE TO REMAIN DESIGN/CODE `�°' TENANT IMPROVEMENT A NEW VOICE/DATA ROUGH IN LOCATION 400A DOOR NUMBER SYMBOL ® PROPOSED NEW EXIT SIGN LOCATION — DESIGN BUILDER TO PROVIDE „ EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION DEFERRED SUBMITTAL GOVERNING CODE: 2014 OSSC 1 LINCOLN EXIT REQUIRED EXIT OCCUPANCY: B 10300 GREEIVBURCa RD EXISTING DEDICATED DUPLEX OUTLET CONSTRUCTION TYPE: TYPE I—B 11WD, OREGON TENANT AREA (APPROX): APPROX. 925 S.F. -° EXISTING COVERPLATE LOCATION TO RECEIVE OCCUPANCY LOAD: 10 NEW VOICE/DATA ROUGH IN LOCATION 1 REQUIRED EXIT, 1 EXIT PROVIDED ® ® EXIT IS EXISTING AND WILL HAVE APPROPRIATE EXIT SIGNAGE ~'' K WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER DOOR DOOR DOOR DOOR FRAME DETAILS HDWR RATING COMMENTS OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP PORT ON EXIST 3'-0"x8'-4" EXISTING DOOR -- ' 405A 3'—O"x8'-4" 1%" FL SC S HMK FF 5/A8.1 H-1 -- -- DEFERRED U I AL _ �� o GENERAL NOTES HARDWARE GROUPS: ABBREVIATIONS: OF 2014 OSSC SECTION 107.3.4.2 (by separate permit) A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. H-1: PASSAGE EXIST EXISTING FIRE ALARM LATCHSET F75 GRADE 1, FF FACTORY FINISH B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. BUTTS, SEAL, STOPS FL FLUSH MECHANICAL © MACKENZIE 2016 C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. ELECTRICAL ALL RIGHTS RESERVED D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"t (EXISTING) AFF, UNLESS NOTED OTHERWISE. HMK HOLLOW METAL KNOCKDOWN EXIT ILLUMINATION THESE DRAWINGS ARE THE PROPERTY E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 1/A8.1. S STAIN OF MACKENZIE AND ARE NOT TO BE F. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS SC SOLID CORE WOOD USED OR REPRODUCED IN ANY MANNER, NOTED OTHERWISE. WITHOUT PRIOR WRITTEN PERMISSION G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE DOOR SCHEDULE NOTES: NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS REVISIONS: H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. ARE SCHEMATIC ONLY. THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT �a REVISION DELTA PROGRAM THE OVERRIDE HVAC BUTTON. B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF (RECORD FOR REVIEW W W CLOSING DATE I. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. PRIOR TO SUBMITTAL J. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH SUITE STANDARD UNLESS NOTED OTHERWISE. C. ALL DOORS, FRAMES AND HARDWARE TO MATCH SUITE K. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON 12/17/2015, STANDARDS. WHILE OCCUPIED) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. SwLocuatsueei E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING -L. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. ' M. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE INVENTORY OR RELOCATED WITHIN SUITE WHERE -~�. , ., Y _ I i ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING POSSIBLE. ; Y, INFRASTRUCTURE IN CEILING. ®® @� « CT1"Y O T GARD O ROOM FINI SH S C H E D U L E kR �, '� � ` � l J REV' UTOR a. E COMPLIANCE N. ALL DIMENSIONS SHOWN AS PLUS/MINUS f ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL �. `, DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING s �, pp�at ROOM CEILING ROOM NAME MAT L MAT L MAT L MAT L MAT L MAT L FINISH OTQ 0. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. NO HT. t SHEET TITLE: P. ADD SOUND INSULATION IN ALL NEW WALLS. FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS PARTIAL FOURTH 401 OPEN OFFICE EXIST EXIST CB P P GB/P P EXIST EXIST 402 WORK EXIST EXIST P P P P EXIST EXIST ", > F 1,ddress: KEYNOTEb 403 OFFICE EXIST EXIST P P P P EXIST EXIST v X !. a' FLOOR PLAN �f sacra#, REFLECTED rr�lf-'titxs / 404 OFFICE EXIST EXIST P P P P EXIST EXIST k' /� ?` �t�W rte, Y By: 5�' Dates �� 1. ALIGN NEW WALL WITH EXISTING WALL. 405 OFFICE EXIST EXIST/CB GB/P GB/P P P EXIST EXIST ' �% �'. l 1 PLAN,LN, � CE�LaN� KEY 2. NEW 6'—O"± WIDE WINDOW TO MATCH EXISTING SUITE STANDARD DETAILS AND INSTALLATION HEIGHT. PROVIDE NEW SUITE 406 HALL EXIST EXIST/CB -- P P GB/P EXIST EXIST c PLAN, SITE PLAN, STANDARD MINI BLINDS. REFER TO DETAIL 4/A8.1. CONFIRM PROPOSED PLACEMENT WITH TENANT. J OFFICE COPY SCHEDULES AND A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS ABBREVIATIONS: NOTES SCHEDULE (DF RI R FINISHES TO BE COORDINATED WITH TENANT. EXIST EXISTING `�'`"'`� B. PAINT NEW AND EXISTING WALLS. PROVIDE PRIMER GB GYPSUM BOARD - PAINT TO FULLY COVER EXISTING ACCENT PAINT AND rJ'._ DRAWN BY: ALC P-1: TBD, BUILDING STANDARD, GENERAL WALL COLOR, EGGSHELL FINISH EXISTING CHALKBOARD PAINT LOCATIONS AS P PAINT Z REQUIRED. CB CARPET BASE s � CB-1: MATCH EXISTING �' CTU REQUIRED. STRUCTURED PARKING CHECKED BY: SBH, PDK C. EXISTING CARPET AND CARPET BASE TO REMAIN UNLESS NOTED OTHERWISE. NEW CARPET BASE AT AREA OF WORK` C� SHEET: NEW WALLS ONLY AND/OR ENTIRE WALLS/ROOMS WHERE AFFECTED BY CONSTRUCTION TO MATCH SW Oak Street __... EXISTING. CLEAN EXISTING CARPET AND CARPET BASE AMERICAN UNITED THROUGHOUT. 25--5 00=idC• DEVELOPMENT GROUP T N A2.1 , 4 SITE PLAN A2.1 NTS JOB NO. 2150955.12 TRUE PERMIT SET 02/17/16 NORTH FLOOR OR ROOF STRUCTURE ' POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 1 LINCOLN STUD SIZE:2 " BERG 2 g MAX, ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP . SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT a .G +�� TABLE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER LIMITING WALL HEI(,�,a r ATTACH STUD TRACK . ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ° INTEFM WALLS L/240 0 5psf / THROUGH GRID TO WITHIN 8n OF PERIMETER � BRACE ABOVE Is LATERAL BRACING WITH APPROVED VERTICAL DEIATK)W SPACING MAX. WALL HEIGHT r COMPRESSION STRUT AT 12'-0" OC EA WAY " SUSPENDED CLG 1 r r ! . , 2505125-18 24 8#-40# ASSEMBLY r / Architecture tr Interiors /// rCOUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 250SI25-18 16" 9'-7" 45' Planning a Engineering "ATTACHED ` `4 . 2505125-27 24" 9'-10" / zs WALL" ` Q` %0. 250SI25-18 16" 11'_3" 362S125-18 24" 13'--5" CUT TILE FOR TIGHT METAL STUD. BRACING GNO B"X�E AT WALL FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" A 3625125-18 16" 14'-4" OC W/ (2) #8 SHEET METALOR A NOTE: 'FOR UNATTACHED WALLS PROVIDE A 1/2" CASING BEAD SCREWS AT EACH END. STUD SIZING Portland, 60 TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 3625162-33 16" 16'-5" USG 200--A 6G3'2�`1' 560 PER SPAN TABLE. BRACING TO BE Vancouver,WA --- DO NOT SCREW BERG 2 CLIP TO TRACK 3625162-4316" 18'-0" SOUND ATTENUATION PROVIDED WHERE DISTANCE BETWEEN ,` AT ALL NEW WALLS, TYP. PERPENDICULAR INTERSECTING WALLS 360.695.7879 TABLE MAX. LENGTH 6005162-33 i6" 24'-6" Seattle,WA CROSS RUNNERS FIT BETWEEN MAIN RUNNERS " " OR HORIZONTAL BRACING BETWEEN Seattle, WA 1 2 DIA CONDUIT EMT 5 —10 MAIN RUNNERS AT 4'-0" OC " MICTEFWR NON WALLS WALLS EXCEEDS 8'-0" OC 3/4- DIA CONDUIT EMT 7—8 WITH C231AM TILE FAM40 L/360 ® 5psf www mcknze.com 6'-0" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR 1" DIA CONDUIT EMT 9'-9" METAL STUDS SEE WALL HEIGHT WITH #10 WIRE AT 5'-0" OC EA WAY GYP BD EA SIDE M AC K E N Z ! E. SGL 1625125-33 MTL STUD 12'-0" DESKMTM S'AC M MAX. WALL HEKkIT TABLE FOR GAUGE AND SPACING LATERALLY BRACE MAIN RUNNER TO 1-5 8"x2OGA CONT ACOUSTIC SEALANT DESIGN DRIVEN I CLIENT FOCUSED NOTE., STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 162S125-33 15'-0" 3625125-18 )6" 12'-4" � EA SIDE AGAINST TRACK ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x20GA 362S125-33 16" 14'-3" NO SEALANT AT SIM COND CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" 1 2 MAX APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF 2-1 2"x20GA m BOTTOM TRACK TO FINISH CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK 2505125-33 15'-0" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH �¢- CONCRETE SLAB FLOOR W/ POWDER DRIVEN STRUCTURE. TRAPEZE DUCT WORK 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX I— „ WIRES TO HAVE A 200# CAPACITY. MTL STUDS 2-1/2"x2OGA z ANCHORS AT 4'-0" OC s H o R >� s T r N AND OTHER LARGE OBSTRUCTIONS c� � SUSPENDED CEILING BRACING zK`2 WALL HEIGHT TABLE _ NON-BEARING WALL z Aw NOTE. PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATERNTS A�.1 Q �A&J) AT FLOOR AND SUSPENDED CEILING 3"=1'-0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. U Project AMERICAN UNITED DEVELOPMENT GROUP SUITE 425 ---SOUND ATTENUATION BATT TENANT IMPROVEMENT METAL FRAME TO AS OCCURS MATCH SUITE STANDARD GYP BD WALL AS OCCURS 1 LINCOLN 10300 C•EENSLAG R1 - TK AM; OREGON M DOUBLE STUD AT JAMB, TYP t!L DOOR FRAME; MATCH SUITE STD t J�,PO ND, ORE 0 4 V --SIDE LIGHT AS OCCURS2016 WITH 1/4" TEMPERED GLASS MA ALL RIGHTS E RESERVED VED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: Z 4 TYP INTERIOR RELITE W 5 TYP INTERIOR DOOR. �L' REVISIONS REVISION DELTA HEAD SIMILAR 3"=1'-0" � HEAD SIMILAR 3"=1►_0" o �� THIS CLOSING DATE A&1 A&1 0 SHEET TITLE: DETAILS DRAWN BY: ALC CHECKED BY: SBH, PDK SHEET: A881 JOB N0. 2150955.12 PERMIT SET 02/17/16 215095512\4-DRAWINGS\ARCHITECTURAL\A6.1.DWG ALC 02/15/16 14:25 1:96.00