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Plans (3) BUP2014 00121 EXIT EXIT 5 LEGEND So�A �a 1'-6"CLR. fry EXISTING CONSTRUCTION TO BE DEMOLISHED ;i NEW LIGHT SWITCH WITH OCCUPANCY SENSOR _ ; Y"7 507A Interiors BREAK " E:XISTING WALL TO REMAIN w I& Architecture EXISTING COVERPLATE RECEPTION Planning Engineering 507 NEW WALL TO UNDERSIDE OF GRID, SEE 3/A8.1 = ' EXISTING THERMOSTAT 7 } _ EXISTING 2 HOUR RATED WALL TO REMAIN 4 OPEN _ 9 OFFICE �� � EXISTING CEILING GRID 506 TYP. 6 EXISTING 1 HOUR RATED WALL TO REMAIN ' 6 8 y`— G Portland,OR i a — 8 1 I EXISTING DEMISING WALL TO REMAIN EXISTING 2x4 FLUORESCENT LIGHT FIXTURE TO REMAIN 1 506A 2 ) 503.224.9560 w TYP. •:�. 5c}5A ( ancouve , WA r NEW DEDICATED OUTLET ® NEW 2'x4' FLUORESCENT LIGHT FIXTURE V360.695r7879 502A 503A 504A IMPROVEMENT `- EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN (D-- DEMOLISHED KEY NOTE FOR REFERENCE Seattle, WA 9993 7 8 Z7:� OUTLET AND TELEPHONE DATA 206.749.com OFFICE OFFICE OFFICE OFFICE / (� ALIGN FACE OF FINISH WITH FACE OF FINISH www.mcknze.com 502 503 504 : I Jl)� qP® NEW OUTLET AND VOICE/DATA ROUGH IN w 1 LINCOLN r; EXIT REQUIRED EXIT MACKENZIE . DESIGN DRIVEN 1 CLIENT FOCUSED 10300 SW GREENBURG RD Client cs)7 '1 POREGON ri_`� PARTIAL FIFTH FLOOR PLA1�I CaENERAL NOTES S H O R E S T E I N — A2.1 1/8.,=1)-0�, A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. INDEX OF DRAWINGS C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"t (EXISTING) AFF, UNLESS NOTED OTHERWISE. E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 1/A8.1. A2.1 PARTIAL FIFTH FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN, SITE PLAN F. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 Project TILE, UNLESS NOTED OTHERWISE. AND NOTES G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. A8.1 DETAILS AND SCHEDULES LINCOLN TAX AND COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY ACCOUNTING DEFERRED SUBMITTAL. SUITE JPO H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT'S VENDOR TO CONFIRM BUILT SCOPE OF WORK TENANT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. IMPROVEMENT I. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. FOR AN APPROXIMATELY 1,309 SQUARE FOOT EXISTING TENANT ON THE FIFTH OF FIVE 1 LINCOLN J. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. FLOORS. WORK TO INCLUDE DEMOLITION, NEW WALLS, DOOR AND RELITE. 10 W SW GREENBURG RD K. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS PORTLAND, OREGON `• NOTED OTHERWISE. /} { TENANT APPROVAL: �'r { L. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS NOT BEEN PERFORMED. CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. M. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. N. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE C 40�3041 PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES C ��rr'�� �i PET RP. ALTO AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. DESIGN/CODE DATA �s + RtOS' A 0. ALL DIMENSIONS SHOWN AS PLUS/MINUS (f) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY.P. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTINGACCOUNTING ' ' Q. ADD SOUND INSULATION IN ALL NEW WALLS. GOVERNING CODE: 2010 OSSC� rI POR ND, EGON ,� OCCUPANCY: B CONSTRUCTION TYPE: TYPE I—B TENANT AREA (APPROX): APPROX. 1,309 S.F. OF KEYNOTES OCCUPANCY LOAD: 13 1 REQUIRED EXIT 2 EXITS PROVIDED W MACKENZIE 2014 1. ALIGN NEW WALL WITH EXISTING WALL. ALL RIGHTS RESERVED 2. INFILL DOOR OPENING WITH NEW WALL. 1 EXIT IS EXISTING AND 1 EXIT IS NEW. THESE DRAWINGS ARE THE PROPERTY ,5. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 6/A8.1. MODIFY EXISTING WINDOW COVERINGS AS BUILDING HAS NEPA SMOKE DETECTION WITH ON SITE EMERGENCY GENERATOR FOR OF MACKENZIE AND ARE NOT TO BE REQUIRED. FIRE, LIFE SAFETY BACKUP POWER USED OR REPRODUCED IN ANY MANNER, 2 REFLECTED CEILING PLAN / WITHOUT PRIOR WRITTEN PERMISSION 4-. NEW 2'-0"f WIDE TEMPERED RELITE TO MATCH BUILDING STANDARD, SEE DETAIL 4/A8.1. �). PATCH AND REPAIR EXISTING CORRIDOR AS NEEDED, MATCH EXISTING FINISHES TO BUILDING STANDARD. REVISIONS: _ 6. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT VENDOR TO CONFIRM DEFERRED SUBMITTAL A2.1 i/8" i'-0" BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUT. 2Q REVISIONS REVISION DELTA 7. RELOCATE EXISTING DOOR AND FRAME. 2010 OSSC SECTION 107.3.4.2 (by separate permit) » THIS CLOSING DATE w w SHEET El. RELOCATED DOOR. FIRE ALARM �� G1. PROVIDE BUILDING STANDARD TRANSITION STRIP WHERE NEW CARPET MEETS NEW VCT. MECHANICAL ELECTRICAL EXIT ILLUMINATION _ . .. ' swL° t NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS v r k,+ a-:=-i ,� 03T.1' LI I ARE SCHEMATIC ONLY THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT 6 6 . STRUCTUREDPARKNG`. DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL � r ..y HE ET TITLE: ay PARTIAL FIFTH 4 FLOOR PLAN �: 3 %�-~ g ADA IMPROVEMENTS y 1 REFLECTED VALUATION OF WORK = $11,861 y� CEILING PLAN KEY J . 25% VALUATION FOR UPGRADE _ X2,965 `✓ �� ' } PLAN SITE PLAN ADA UPGRADE = REMOVAL OF ALL BARRIERS, UPGRADED MISC. ' AND NOTES ' > HARDWARE MY Ole TIGARD - WE E COMP a LIAly RF-VIEWED D FOR CCPD r . " S UCTUREDPARKiNG STRUCTURED PAMW, Approved.- DRAWN BY: LER f� .f ! 0 OTC: _ swoatsu.ei._ "' Permit#: c BH, PPA CHECKED BY: S LONGEST COMMON d-: a Address: CC SHEET: PATH OF EGRESS Suite M. s-1 TRAVEL: 32'-9" SITE LOCATION By: Date ' (� AREA OF WORK A2 .1 3 KEY PLAN SITE PLAN OFFICE COPY A2.1 FIFTH FLOOR NTS �2_1 i JOB N0. TRUE PLAN 2110955.21 NORTH NORTH PERMIT SET: 05/22/2014 211095521\ARCH\21_A2.1.DWG LER 05/22/14 14:48 1;96.00 FLOOR OR ROOF STRUCTURE= POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 1 LINCOLN: 2)6" STUD SIZE ADJACE=NT WALLS, FASTEN CLOSURE ANGLE WITH #6 S„ MAX' CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT LIMITING WALL HEIGHT TABU STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER o ATTACH STUD TRACK ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ° INTERIOR NON STRUCTURAL WALLS L/240 @ 5psf / / THROUGH GRID TO WITHIN 8" OF PERIMETER BRACE ABOVE LATERAL BRACING WITH APi'ROVED VERTICAL � m DESMATION SPACING MAX. WALL HES / 11 w COMPRESSION STRUT AT 12'-0" OC EA WAY �$1, o ° a 250S125-38 24" 8'-4" SUSPENDED CLG � � � / COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB b ASSEMBLY / / Architecture Interiors � 250S125-18 16" 9#-7" "ATTACHED m 0 250S125-27 24" 9'-10" t /f / 45' Planning Engineering WALL" 4 250Si 25-18 16" 11'-3" " 362S125-18 24" 13'--5" CUT TILE FOR TIGHT 25 GA 3 1/2 METAL STUD BRACING OC—NOT'E.EIt. ED13E AT WALL NTS362S125-18 16" 14'-4" FIT AT WALLS OC WTO OOR STRUCTURE A7 8'-0" CASING BEAD USG 200–A / (2) #8 SHEET METALPortland,OR FOR UNATTACHED WALLS PROVIDE A 1/2 SCREWS At EACH END. BRACING 503,224.g56Q TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 362S162-33 16" 16'-5" GYP BD EA SIDE DO NOT SCREW BERC 2 CLIP TO TRACK TO BE PROVIDED WHERE DISTANCE -- Vancouver,WA 3625162-43 16" 18'–Q" SOUND ATTENUATION BETWEEN PERPENDICULAR INTERSECTING 360,695,7879 AT ALL NEW WALLS, TYP. TABLE MAX. LENGTH 600S162-33 16" 24'-6" WALLS OR HORIZONTAL BRACING Seattle, WA CROSS RUNNERS FIT BETWEEN MAIN RUNNERS i 2 DIA CONDUIT (EMT) 5 –10 MA(L —MAIN RUNNERS AT 4'-0" OC '" "�+ INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS METAL STUDS BETWEEN WALLS EXCEEDS 8'-0" OC 206.749.9993 6'-0" MAX SUPPORT WITH #12 WIRE At 4'-0" OC OR I" 4 DIA CONDUIT EMT 7 -8VM CERAMIC TILE FACING L/360 C� 5psf ---METAL STUDS SEE WALL HEIGHT www,mcknze.com 1 DIA CONDUIT EMT 91-917 GYP BD EA SIDE TABLE FOR GAUGE AND SPACING WITH #10 WIRE A7 5'-0" OC EA WAY SGL 162S125-33 MTL STUD 12'-0" LATERALLY BRACE MAIN RUNNER TO 1-5 8"x20GA DESIGNATION SPACING MAX. WALL HEIGHT CONT ACOUSTIC SEALANT MACKENZIE. EA SIDE AGAINST TRACK DESIGN DRIVEN 1 CLIENT FOCUSED NOIE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 162S125-33 15'-0" 362SI25-18 16" 12'-4" NO SEALANT AT SIM GOND Client ALL GRID MEMBERS AND BEGIN' BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x2OGA 362S125-33 16" 14'-3" 1 CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" LU 1/2" MAX 160 APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF 2-12"x2OGA 40 CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH ti BOTTOM TRACK TO FINISH BACK T'0 BACK 2505125-33 15 –Q CONCRETE SLAB WIRES TO HAVE A 200 CAPACITY. " GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. r- FLOOR W/ POWDER DRIVEN STRUCTURE. TRAPEZE DUCT WORK 1/2 # AND OTHER LARGE OBSTRUCTIONS MTL STUDS (2-1/2"x2OGA) ANCHORS AT 4'-0" OC s H o R E s Y E i N SUSPENDED CEILING BRACING 2 WALL HEIGHT TABLE s NON-BEARING WALL. Q Aw NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS zA Q �A&J) AT FLOOR AND SUSPENDED CEILING THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v Z D 0 0 R S C H E D U L E Project LINCOLN TAX AND DOOR DOOR DOOR DOOR FRAME DETAILS HDWR RATING COMMENTS ACCOUNTING WALL AS OCCURS OPENING SIZE THK I TYPE I MA TL FINISH MAT'L FINISH GROUP SUITE 540 501A 3'-0"x8'-6"f EXISTING DOOR 1 TENANT SOUND BATT AS OCCURS SOUND ATTENUATION BATT 502A 3`-0"x8'-6"f EXISTING DOOR IMPROVEMENT ------ GYP BD AS OCCURS 503A 3'-0"x8'-6"t EXISTING DOOR 3 504A 3'-0"x8'-6"f EXISTING DOOR 1 LINCOLN GYP BD WALL AS OCCURS -- 10300 SW CaREENBURG RD 505A 3'-0"x8'-6"f EXISTING DOOR 3 d DBL STUD AT JAMB TYP - — 506A 3'-0"x8'-6"f EXISTING DOOR HMKI FF 4/A8.1 4 PORTLAND, ORE N �t 507A 3'-0"x8'-6"t 1 V FL SG S HMKI I 5/A8.1 H-1 20 MIN 2 HARDWARE GROUPS. ABBREVIATIONS: A �, H-1: CORRIDOR EXIST EXISTING HE -----DOUBLE STUD At JAMB, TYP LOCKSET F84 GRADE 1, FF FACTORY FINISH .1 Y, EVK AqO TIMELY HOLLOW MTL KNOCKDOWN BUTTS, SEAL, STOPS, CLOSER FL FLUSH FRAME; MATCH BLDG STD FL/R FLUSH WITH ADJACENT RELITE c TIMELY FRAME; HMK HOLLOW METAL KNOCKDOWN TU�NR, OREGON MATCH BLDG STD S STAIN LI SC SOLID CORE WOOD DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: OF _ 1. EXISTING DOOR AT EXISTING A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, RATED CORRIDOR AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. 0MACKENZIE 2014 AL '-- SIDE LIGHT AS OCCURS 2. NEW RATED DOOR AT B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR RIGHTS RESERVED WITH 1/4" TEMP GLASS EXISTING RATED CORRIDOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. THESE DRAWINGS ARE THE PROPERTY 3. RELOCATED EXISTING DOOR C. ALL DOORS, FRAMES AND HARDWARE TO MATCH BUILDING OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, LA AND FRAME. STANDARDS. WITHOUT PRIOR WRITTEN PERMISSION ! 4. RELOCATED DOOR. PROVIDE D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE cr_ NEW INTEGRAL FRAME AND MEASUREMENTS BASED ON FIELD OBSERVATION. REVISIONS: lQRECITE. E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING�4TYP I��iTER1�1 { DOOR �_ INVENTORY OR RELOCATED WITHIN SUITE WHERE �Q 1 �51'fP INTERIOR DOOR > THIS CLOSING DELTA POSSIBLE. �� THIs cI_oslNc DATE A8 JAMB SIMILAR 3"=1'-0" o A8 HEAD SIMILAR 3"=11-0" © �, sHHET v � ROOM FINISH SCHEDULE FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING ROOM ROOM NAME MAT'L MAT'L MAT'L MATT MATT MATT CEILING FINISH -- GYP BD PARTITION SEE PLAN. NO FINISH FINISH FINISH FINISH FINISH FINISH HT. MAT'L COMMENTS — SOUND ATTENUATION BATT 501 RECEPTION CPT-1 RB-1 P-1 GB/P-1 P-1 P-1 EXIST EXIST AT ALL WALLS, TYP. 502 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST -- 503 OFFICE CPT-1 RB-1 GB/P-1 P-1 P-1 P-1 EXIST EXIST -- LINE OF SILL AS OCCURS 504 OFFICE CPT-1 RB-1 P-1 68/P-1 GB/P-1 P-1EXIST EXIST -- SHEET TITLE: 505 OFFICE CPT-1 RB-1 GB/P-1 P-1 P–i GB/P-1 EXIST EXIST -- DETAILS AND OPEN OFFICE CPT-1 RB-1 P-1 P-1 GB/P-1 GB/P–i EXIST EXIST -- SCHEDULES ALUMINUM TRIM PIECE "GEE" 507 BREAK VCT–i RB–i P-1 P-1 --- GB/P–i EXIST EXIST -- W/ 1X" RETURNS, FINISH FINISH SCHEDULE NOTES: ABBR,EVjATIONS: TO MATCH WINDOW FRAMES A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET (ANODIZED BUILDING 70 BE COORDINATED WITH TENANT. EXIST EXISTING STANDARD) B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT WALLS. NEOPRENE SEAL C. PROVIDE NEW CARPET AND RUBBER BASE RB RUBBER BASE THROUGHOUT. PROVIDE NEW VCT AT BREAK AREA. VCT VINYL COMPOSITION TILE DRAWN BY: LER CHECKED BY: SBH, PPA STOREFRONT GLAZING SCHEDULE OF INTERIOR FINISHES SHEET: SYSTEM CPT-1: TBD A8,1' VCT-1: TBD _J P-1: TBD JOB NO. /� s WALL AT EXTERIOR MULLION � RB-1: TBD 21H0955,ai,�a S 7 A8 3"-1'-Q" Q PERMIT SET: 05/22/2014 211095521\ARCH\21_A8.1.QWG LER 05/22/14 14:45 1:1.00