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Plans (4) BU P2016 - 00175 DISTANCE BETWEEN TWO EXITS = 79'-3" 1/3 OF DIAGONAL = LONGEST COMMON PATH AREA OF WORK 62'-10" OF EGRESS = 64'-4" Architecture Interiors Planning - Engineering DECK j ■ ■ 11111111111! L ■ 111111111111111' 111111III REINIscH,� REr r �� Portland, OR 503.224.9560 - - —.___ _.._._... — — —. : _ � 2\..\. _...__. _ __._.- 6360 695 879 T:L':',' Vancouver, WA --------� __----_ ---__---l IP lit _ � :;D\Ef::':1<' � °�� 'j�x ; WEIERCITY2 O1� ������.�.�� �� ����������� - �� r1CpRp Seattle,WA I� mo:;,,-7:::5:-,,, ' ! r i. r> I y,1 � '� tim //' e ��� 0,- 2,- r:-,,,- ,:r7,,,,,,,, ,.,21 .r rf` ,,,,;r� , `� Bl IILDII�C pIVISIpN 206.749.9993 . _ __,, zii. WilliliP . �� www.mcknze.com • ..• • ____—� 0 <.,� t Pi::eS✓iL> L'B`eV»"Yi'Y .fi..Y'l.,! I'SSdYY:".$T° /ii - • ISI AC K E N Z I E / NDESIGN DRIVEN I CLIENT FOCUSED • TENANT IMPROVEMENT Client / \ // ill 01)1111rAalsimll.lu-mddllgla 0 I . N r � SIM ill� I M.] ��" - LINCOLNTOWER SHOR E ST E I N .... ..... 1 II. MIMI MEI w -- - - It"E X IT - i I- - .I 10260 SW GREENBURG ROAD AI , Al"-i . o , � EXIT �� 1 IGAR OREGON Q Qf>4. I7 Project �.. 0 REINISCH WILSON I , IlIl /% 0 "" P II WEIER / I f ..,. PAIIFIALIIIIII —I \ SUITE 1250 •• •• 7 1 lifelp,- , / / I • TENANT INDEX OF DRAWINGS IMPROVEMENT « • EM— LillIIII LINCOLN TOWER \ , i - - , T1.1 TITLE SHEET, KEY PLAN, SITE PLAN AND NOTES 10260 SW GREENBURG RD ' , /, /,/ \ , , / elfrA2.1 PARTIAL TWELFTH FLOOR PLAN, REFLECTED CEILING PLAN, SCHEDULES AND NOTES TIGARD, OREGON / I N � � � / A8.1 DETAILS\4* I � i ill \ . SCO EOE WORK0:..ii r? \ , ��7 , , ,il — ./11_1111._ , ii ///Ze: THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS 1C� 0 1111 \ Ai FOR AN EXISTING TENANT, ON THE TWELFTH OF TWELVE FLOORS, TO EXPAND INTO THE /; / r l �-3 11111111 - - — - loril II 1 ` j ADJACENT VACANT SUITE, FORA TOTAL OF 13,031 SQUARE FEET. THE VACANT SUITE • / � AI `4 • 1111 1200 WILL REMAIN AT 3,270 SQUARE FEET. WORK TO INCLUDE DEMOLITION, NEW WALLS, POR RE / j DOORS AND RECITES. �1 `DECK _11 — ill\,/ TENANT APPROVAL: I I ECK MACKENZIE 2016 •—� a—�a�r �.�t�—�.�—a�.�a� aALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY REMAINING VACANCY: 3,270 S.F. DESIGN/CODE DATA OE MACKENZIE AND ARE NOT TO BE • USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION PN 1 CODE SUMMARY GOVERNING CODE: 2014 OSSC CI'TYOPTIGARD REVISIONS: J 011 OCCUPANCY: B REVIEWED FOR CODE COMPLIANCE z T1.1 TWELFTH FLOOR NTS CONSTRUCTION TYPE: TYPE I-B • f oQ REVISIONS REVISION DELTA (APPROX): APProvedt t tk (i SQ_d n I ' 5'o SHEET CLOSING DATE ' TENANT AREA APPROX : APPROX. 13,031 S.F. TRUE PLAN OCCUPANCY LOAD: 131 OTC: _ NORTH NORTHSW Locust; .. __............. ......_. Permit#; . alt_ ►p�0 --00 /7 __ LEGEND °(- , - )u.1 L-0,9:" '8 .,I i 1 I 2 REQUIRED EXITS, 5 EXITS PROVIDED Address: ; t is 2_60‘,41,, ► I I I ,.� ,� ;; ' 1 II ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE Suite#• '2 `U /t t� 10094F0'.6 3 ,° okv`.n''1 j I, BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION BJr• �?•.+ Date: , Z (G n 1,1 ,.,-g b �: ., 512 , Pj , S-^ STRUCTURED PARKIYG - �� EXIT EXISTING EXITS %� I emsr � ._ � , WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKU' / EGRESS LIGHTING PATH / L° ' Z M� I ' . k /0 ■ air : L 1n !" I. . rtt, SUBMITTAL OFFICECOPY EXISTING SUITE 1250 �`,y� >•,3. ,�` ---:•; J '4,' I __ � �` � � �y' ' 2014 OSSC SECTION 107.3.4.2 (by separate permit) 3 LxFxnt , 1 ` , . ;t. 5�.. FIRE SPRINKLER annb SHEET TITLE: J .- . � ' FIRE ALARM EXPANSION SPACE -1 TITLE SHEET ,,><.,,--. MECHANICAL ��, �q KEY PLAN, SITE I___ ' f' onrccanl = ELECTRICAL VACANT SUITE 1200 fi 7. 'i ._ EXIT ILLUMINATION - EXIT PATH (PROVIDE 1 FOOT CANDLE MINIMUM FOR EGRESS PATHWAY) PLAN AND NOTES I 4 c:,-� TO BE PROVIDED BY DESIGN BUILDER THROUGH DEFERRED SUBMITTAL �i Sas+Y/ ,o r ♦yr ' - NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN , % _. STRUCTURED PARKING STR U.TURED PARK\G OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS \ ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT SW Oak Street DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW `- -J �_f-•i: PRIOR TO SUBMITTAL DRAWN BY: LER 25 50 100 200 AREA OF WORK CHECKED BY: SBH/PDK CO2 SITE PLAN VALUATION SHEET: T1.1 LINCOLN TOWER NTS VALUATION OF WORK = $11,367 TRUE T1 .1 NORTH r I JOB No 2150954/6 I PERMIT SET: 05/25/16 215095416\4_DRAWINGS\ARCHITECTURAL\16_T1.1.DWG LER 05/24/16 09:53 1:96.00 . . - , �. - r—_ n aDECKIE - ._,_ . .' ‘'\VID - DECK © : OFFICE \ Architecture Interiors © Q Planning N, Engineering e1204 OFFICE i i • -04 1203 '\ ( ,• • DOOR SCHEDULE 0 s„ :- • ' .;� ` • DOOR DOOR DOOR FRAME HDWR X2O4 \\ 9\ `r DOOR DETAILS RATING COMMENTS O © �� .`._ ,-� N�� Portland, OR OPENING SIZE THK TYPE MAT'L FINISH MAT L FINISH GROUP a 503.224.9560 1203A 3'-0"x8'-8"± 14" FL/R SC S HMK FF 6/A8.1 H-1 -- -- OPEN +203 .• OPE • 1204A 3'-0"x8'-8"± 1 A" FL/R SC S HMK FF 6/A8.1 H-1 -- -- OFFICE OFF 'E — -� Vancouver, WA 1201 tr02 P ••°. - 360.695.7879 HARDWARE GROUPS: ABBREVIATIONS: •TYP. Seattle, WA a • �.. H-1: PASSAGE EXIST EXISTING "� - _ ---r °� 206.749.9993 LATCHSET F75 GRADE 1, " � \ ,.., _. • FF FACTORY FINISH '• • 'N BUTTS, SEAL, STOPS FL/R FLUSH WITH ADJACENT RELITE �` www.mcknze.com HMK HOLLOW METAL KNOCKDOWN - , ;/' •, O -� ►' S STAIN F .� '" � ` • MACKENZIE _ TTT DESIGN DRIVEN I CLIENT FOCUSED SC SOLID CORE WOOD ....n,,..,.,, .,r,.,.,...�.,....., . :� 1 . " r' Client DOOR SCHEDULE NOTES: ` A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. -i - C B. ALL DOORS, FRAMES AND HARDWARE TO MATCH SUITE ' ' ' ' > SHORE STEIN 1250 STANDARDS. " . C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. - , '. L� v� . D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING ' } 7 17" tt`,I ' INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. I 1 1 PARTIAL TWELFTH FLOOR PLAN 2 REFLECTED CEILING PLAN Project ROOM FINISH SCHEDULE IREINISCH WILSON ../^.1/42.11/8"=1 -0 1/8 -1 -o WEIER FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING FINISH SUITE 1250 NO FINISH FINISH FINISH FINISH FINISH FINISH HT. MAT'L COMMENTS TENANT 1201 OPEN OFFICE CPT RB GB/P GB/P GB/P P EXIST EXIST IMPROVEMENT 1202 OPEN OFFICE CPT RB GB/P -- GB/P -- EXIST EXIST UNCOLN LEGEND GENERAL NOTES 10260 SW GREER NBURG RD 1203 OFFICE CPT RB P P GB/P GB/P EXIST EXIST 1204 OFFICE CPT RB P GB/P GB/P P EXIST EXIST TIGARD, OREGON _=_ J EXISTING CONSTRUCTION TO BE DEMOLISHED A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. , FINISH SCHEDULE NOTES: ABBREVIATIONS: B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED A. PATCH AND REPAIR ALL EXISTING WALLS WHERE CPT CARPET :_ OTHERWISE. 1 EXISTING WALL TO REMAIN C. WALL THICKNESSES ARE NOMINAL UNLESS NOTED OTHERWISE. ` ° AFFECTED BY NEW WORK. PAINT NEW AND EXISTING EXIST EXISTING • WALLS AT EXPANSION AREA TO MATCH EXISTING D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-10".± (EXISTING) AFF, UNLESS NOTED GB GYPSUM BOARD NEW WALL TO UNDERSIDE OF GRID, SEE 4/A8.1 OTHERWISE. ' ,' /. / SUITE 1250 STANDARD. ASSUME (1) ACCENT WALL AT P PAINT E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE •,s EACH NEW PRIVATE OFFICE, CONFIRM FINAL RB RUBBER BASE 1 I EXISTING 2 HOUR RATED WALL TO REMAIN DETAILS 1/A8.1. "� SPECIFICATION AND LOCATIONS WITH TENANT. F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL A / i • B. PROVIDE NEW CARPET AND RUBBER BASE AT ==== NEW DEMISING WALL TO STRUCTURE, SEE 3/A8.1 OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. POR`', 1, IRE EXPANSION AREA TO MATCH EXISTING SUITE 1250 G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL STANDARD. -- EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. OF O� 9A NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON SCHEDULE OF INTERIOR FINISHES COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC I BUTTON. MACKENZIE 2016 EXISTING COVERPLATE I. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. © ALL RIGHTS RESERVED CPT-1: MATCH EXISTING SUITE 1250 STANDARD J. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH SUITE 1250 THESE DRAWINGS ARE THE PROPERTY EXISTING COVERPLATE LOCATION TO RECEIVE NEW VOICE/DATA ROUGH IN LOCATION STANDARD UNLESS NOTED OTHERWISE. OF MACKENZIE AND ARE NOT TO BE (GENERAL WALL COLOR) USED OR REPRODUCED IN ANY MANNER, P-1: MATCH EXISTING SUITE 1250 STANDARD, EGGSHELL FINISH K. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION OF WITHOUT PRIOR WRITTEN PERMISSION EXISTING COVERPLATE LOCATION TO RECEIVE NEW DUPLEX OUTLET EXPANSION SPACE ONLY HAS BEEN PERFORMED (ON 10/3/2014, WHILE VACANT) AND I P-2: TBD, EGGSHELL FINISH (ACCENT WALL COLOR) PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS REVISIONS: EXISTING BASE FEED TO REMAIN LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND z RB-1: MATCH EXISTING SUITE 1250 STANDARD 0 CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. Er,-.< REVISIONS REVISION DELTA ® NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS L. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH » THIS CLOSING DATE PRODUCTS. �o SHEET ibs NEW LIGHT SWITCH WITH OCCUPANCY SENSOR M. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON I I EXISTING LIGHT SWITCH TO REMAIN OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. EXISTING THERMOSTAT TO REMAIN N. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) 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 EXISTING CEILING GRID START OF WORK. 0. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION 4 4 NEW OR RELOCATED 2x4' FLUORESCENT LIGHT FIXTURE TO MATCH EXISTING. P. ADD SOUND INSULATION IN ALL NEW WALLS. I '"�' EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN SHEET TITLE: DEMOLISHED 2'X4' FLUORESCENT LIGHT FIXTURE TO BE RELOCATED KEYNOTES PARTIAL TWELFTH FLOOR PLAN, EXISTING SUPPLY/RETURN VENT TO REMAIN 1. ALIGN NEW WALL WITH EXISTING WALL/COLUMN. REFLECTED J 2. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 5/A8.1. MODIFY EXISTING CEILING PLAN, I.� WINDOW COVERINGS AS REQUIRED. EXISTING SUPPLY/RETURN VENT TO BE REMOVED/RELOCATED 3. CENTER NEW WALL WITH EXISTING COLUMN. SCHEDULES 4. NEW 4'-O"± WIDE TEMPERED RELITE TO MATCH SUITE 1250 STANDARD, SEE DETAIL AND NOTES EXISTING SPRINKLER HEAD 6/A8.1. PROVIDE NEW WINDOW FILM TO MATCH EXISTING SUITE STANDARDS, 5. NEW 1'-6"± WIDE TEMPERED RELITE TO MATCH SUITE 1250 STANDARD, SEE DETAIL 6/A8.1. PROVIDE NEW WINDOW FILM TO MATCH EXISTING SUITE STANDARDS. I O KEY NOTE FOR REFERENCE 6. CONFIRM IF EXISTING WALL TERMINATES AT STRUCTURE. IF NOT, EXTEND TO DRAWN BY: LER STRUCTURE. DOOR NUMBER SYMBOL 7. WORK STATION BY OTHERS. COORDINATE POWER REQUIREMENTS WITH TENANT. v 20 CHECKED BY: SBH/PDK 8. CONFIRM PROPOSED LIGHT PLACEMENT DOES NOT INTERFERE WITH NEW WALL , LOCATION. RELOCATE LIGHT IF REQUIRED. SHEET: �~��� VACANT SUITE 1200 L LANDLORD KEYNOTES AA. PROVIDE NEW SEAL AT EXISTING SLIDING DOORS. A2.1 I , JOB NO. 2150954.16 I , PERMIT SET: 05/25/16 FLOOR OR ROOF STRUCTURE LINCOLN TOWER STUD SIZE: 2j" POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP 8" MAX. SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT � � LIMITING WALL HEIGHT TABLE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER l� ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ' INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 @ 5psf v METAL DECK AS OCCURS WITHIN 8" OF PERIMETER 3� , v . v4 v = - LATERAL BRACING WITH APPROVED VERTICAL ® moo y' DESIGNATION SPACING MAX. WALL HEIGHT , . ,� " COMPRESSION STRUT AT 12 -0 OC EA WAY �I ' IR" DEFLECTION SPACE -�- /$"� m ,J o 250S125-18 24" 8 -4 ( . a I I. (DO NOT FASTEN STUDS Architecture Interiors COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB a OR GYP BD TO RUNNER) 0 250S125-18 16" 9'-7" „ Planning Engineering "ATTACHED 0 250S125-27 24" 9'-10" \ _ ��� -1" MIN CONT 18 GA METAL R ' ? ° WALL" `°o o 250S125-18 16" 11'-3" (\ - - - FASTENED TO DECK AT 2'-O" OOx lr ► 362S125-18 24" 13'-5" OC STAGGERED 5/8 TYPE GYP. BD. EA. SIDE OcaJNG EDGE AT WALL NTS 362S125-18 16" 14'-4" X W/1" TYPE 'S' DRYWALL SCREWS Portland, OR Q a ' NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" y A t A n r A x A x i TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 362S162-33 16" 16'-5" _� 8" OC AT VERTICAL JOINTS AND 503.224.9560 •• 12" OC © FLR AND Vancouver, WA -- DO NOT SCREW BERC 2 CLIP TO TRACK 362S162-43 16" 18'-O" • INTERMEDIATE STUDS , A \„,, 1) (GA FILE NO. WP 1200) 360.695.7879 ! \-.....________ - --- - T - TABLE MAX. LENGTH 600S162-33 16" 24'-6" 410iSeattle, WA •,_�, CROSS RUNNERS FIT BETWEEN MAIN RUNNERS FASTEN RUNNER TOR 206.749.9993 1/2" DIA CONDUIT (EMT) 5'-10" �- AT 2'-O" OC ).4A MAIN RUNNERS AT 4'-0" OC 3/4" DIA CONDUIT (EMT) 7'-8" INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS/360 © 5psf SOUND BATT INSULATION AS OCCURS www.mcknze.com C-0" MAX SUPPORT WITH #12 WIRE AT 4'-O" OC ORWfil-I CERAMIC TILE FACING WITH #10 WIRE AT 5'-0" OC EA WAY 1" DIA CONDUIT (EMT) 9'-g" TYP AT DEMISING WALL SGL 162S125-33 MTL STUD 1.2'-0" METAL STUDS SEE WALL HEIGHT MACKENZIE . �— DESIGNATION SPACING MAX. WALL HEIGHT LATERALLY BRACE MAIN RUNNER TO (1-5/8"x2OGA) TABLE FOR GAUGE AND SPACING DESIGN DRIVEN I CLIENT FOCUSED NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 162S125-33 15'-0" 362S125-18 16" 12'-4" cr. CONT ACOUSTIC SEALANT ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-O" OF MTL STUDS (1-5/8"x2OG - A) EA SIDE AGAINST TRACK 0 Client 2" ( / ) � �� 362S125-33 16" 14'-3" w » �. � =� NO SEALANT AT SIM COND CONNECTION DEVICES TO BE. OF AN PERIMETER AND FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13 -6 1/2 MAX , «« o APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF (2-1/2"x2OGA) ¢ CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG » WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH 1--- BOTTOM TRACK TO FINISH I STRUCTURE. TRAPEZE DUCT WORK BACK TO BACK 2505125-33 15'-0" » » CONCRETE (=- WIRES TO HAVE A 200# CAPACITY. 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. F- FLOOR W/ POWDER DRIVEN U AND OTHER LARGE OBSTRUCTIONS MTL STUDS (2-1/2"x2OGA) SLAB ANCHORS AT 4'-O" OC rx SHORE STEIN OSUSPENDED CEILING BRACING 2 WALL HEIGHT TABLE 3 GYP B® PARTITION �t METAL ®ECICNOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z 1/48.1 Q A8.1 3"=1'-0" Q THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. c; L- --i SOUND ATTENUATION BATT Project AS OCCURS REINISCH WILSON GYP BD WALL AS OCCURS WEIER / ATTACH STUD TRACKTHROUGH GRID TO SUITE 1250 GYP BD PARTITION SEE PLAN — — — / / BRACE ABOVESOUND ATTENUATION BATT ri TENANT ,4- ide SUSPENDED CLG \ / AT ALL WALLS, TYP. j IMPROVEMENT \ / \ r � ASSEMBLY \ ♦ LINCOLN TOWER ____ LINE OF SILL AS OCCURS ma I I DOUBLE STUD AT JAMB, TYP 10260 SW GREENSURG RD \ // �A 45' TIGARD, OREGON it , 1 _ �'�`_ . 41) -� 1 I Ili METAL STUD BRACING CUT TILE FOR TIGHT i I ALUMINUM TRIM PIECE "CEE" AT WALLS ! FTO FLOOR STRUCTURE AT 8'-0" W/ 1j " RETURNS, FINISH \ DOOR FRAME, <S.. A111)0.& CASING BEAD OC W/ (2) #8 SHEET METAL TO MATCH WINDOW FRAMES , I I , z MATCH SUITE STANDARD '� ,� USG 200-A I ! SCREWS AT EACH END. STUD SIZING (ANODIZED BUILDING ¢ g. D. L'' �G, I i PER SPAN TABLE. BRACING TO BE STANDARD) f3 . " 4bC"� SOUND ATTENUATION I I I PROVIDED WHERE DISTANCE BETWEEN LU AT ALL NEW WALLS, TYP. 1 I I 1 PERPENDICULAR INTERSECTING WALLS OR HORIZONTAL BRACING BETWEEN Ilirr • Ir-4,,„, 111111 ttt� iiir NEOPRENE SEAL PORT,"• , IREGO -`I WALLS EXCEEDS 8 -0 OC \ OF 0�. GYP BD EA SIDE ; ( I I METAL STUDS SEE WALL HEIGHT TABLE FOR GAUGE AND SPACING I 1 I i7 CONT ACOUSTIC SEALANT -±-ri STOREFRONT GLAZING O 1 EA SIDE AGAINST TRACK SYSTEM CMACKENZIE SER111011 ALL RIGHTS RESERVED NO SEALANT AT SIM COND s-! SIDE LIGHT AS OCCURS • THESE DRAWINGS ARE THE PROPERTY 1/2" MAX ,»,I _ I.a« WITH 1/4" TEMPERED GLASS / OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, • /1 WITHOUT PRIOR WRITTEN PERMISSION I BOTTOM TRACK TO FINISH CONCRETE SLAB FLOOR W/ POWDER DRIVEN ANCHORS AT 4'-0" OC J HI 1 REVISIONS: -I J Z r--A4 NON-BEARING WALL z WALL AT EXTERIOR MULLION 6 TYP INTERIOR ®0®Ro� REVISIONS CLOSING DATER I CC o SHEET AT FLOOR AND SUSPENDED CEILING 3"=1'-0" 3"=1'-0" J HEAD SIMILAR 3"=1'-0" 0 A8� A8.1 A8.1 0 . I I I I I I I I SHEET TITLE: DETAILS DRAWN BY: LER CHECKED BY: SBH/PDK SHEET: A81 JOB NO. 2150954/6 PERMIT SET: 05/25/16 .215095416. C:\TEMP\ACPUBLISH_7284\16_A8.1.DWG LER 05/24/16 09:55 1:96.00