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Plans (66) BU P2019-00192 RECEIVED AUG 0 6 2019 O o SW Locust CIT`(OF TIGARD _ , - - C �._ BUILDING DIVISION `w • :• - I1:IIIIIIIIiIII I lu III hill! � _ IIi33111i1l1/; I 0 yH _ _ III �d pt • _ = llkilllll!llllllllklllllll1119 74 f I i^ n 4aawz _ _ M . /� IIi4ti"Illl�';"�1 :44ti�'IIII / Architecture ' Interiors/ lee � : . � 1 t.,/ 111IIII..tIIIIIII :IIIR1I/ — �,,. I - r _! _.•• r 4 / ! _ ! • Planning . Engineering 0 fir € I I I / Oit 14f♦ r _\ C � ^ I $-- - --,,C' . ,, . , _ &° 17 , TENANT IMPROVEMENT „t.. ..,_,,, , : _ , . / 1/4 0.,,,,,. ,,,,, .....„, • ,� n, u;l - .� =, AREA OF WORK Portland, OR , ,„, . 1 i , / , • `�/ 6/7Nr71/7RMI ",;, ..uyr+A' - 503.224.9560 / , ,. ...... .r _ LINCOLN TOWER : SUITE 600 f / .. �� • Vancotawr WA �/ , r c 360.695.7879 f 1 . 9 _ 10260 SW GREENBURG R Seattle, WA^ Ill =: I4 41 0 Ji `IIIA a r�+ }+I r._,__, \ : 4 _:-:_a--- SII � C-= � IlI I II I - IiIltiI# ilihIIIIIlll1IIillllli TIGARD OREGON OFFICE C OQ Y 206-749.9993 www.mcknze.com MACKENZIE . 0E110N DRIVEN I CLIENT FOCWE. ' 11IIllllllklllll� 7llllli1IILIIIII I.IIIIIII^ _1IIIIIiIIIIIEIIIIIIII 111illlll911kllll `. _ OF TIG I D FOR CODE COMPLIANCE Client - � s� PROJECT LEGEND ��_ � Approved: / UTC: " L=I F EXISTING CONSTRUCTION TO BE DEMOLISHED Permit#: i..,<�ar - r'CL'' . EXISTING WALL TO REMAIN Address: SHORE s r E > N 1+n�,n C rez�_h_,_.r r il) 1 VICINITY MAP suite#: 400 11111Q,Q NOT TO SCALE m NEW WALL TO UNDERSIDE OF GRID, SEE 4/A5.20 B .i• Date: 8-C,- I Cy LJ i i LJ A I ® NEW DEMISING WALL, SEE 7/A5.20 INDEX OF DRAWINGS .............. EXISTING DEMISING WALL GENERAL , 4iii G0.01 TITLE SHEET, CODE SUMMARY, KEY PLAN, LEGEND AND GENERAL NOTES Project f } n'� EXISTING 2-HOUR RATED WALL TO REMAIN MACCOLL BUSH SATO \ / ARCHITECTURALSUITE fi00 I 11)-- j EXISTING QUADRUPLEX OUTLET A1.10 DEMOLITION PLAN, PARTIAL SIXTH FLOOR PLAN, DEMO RCP, RCP AND NOTES A5.20 INTERIOR DETAILS TENANT IMPROVEMENT + . EXISTING COVERPLATE • I �--_D ❑ ■ EXISTING LIGHT SWITCH LINCOLN TOWER 7 '11'11111 \ 1 r EXISTING THERMOSTAT SCOPE OF WORK 10260 SW GREENBURG RD. i X / = - r O TIGARD, OREGON iQ — —\_ "' THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS FOR AN EXISTING Fsc EXISTING FIRE STROBE EXIT TENANT EXPANDING INTO A TOTAL OF APPROXIMATELY 4,840 SQUARE FEET ON THE SIXTH FLOOR OF �� X ! ., � (TAP NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION TWELVE FLOORS TOTAL. WORK TO INCLUDE MINOR DEMOLITION, NEW WALLS, DOOR AND RELITE. �� % 4‘ le! 1 - ��` �� VALUATION: $25,000 °OD `�1 ���`� 5� �,���,�`, „ ' f 1 4 NEW LIGHT SWITCH �� 3041 � �� PETER F. ALTO ,, ..... eie r 1 ♦ /�./ ■■■■■ EXISTING LIGHT FIXTURE �, � �� 1 , , xi �, EXISTING SUPPLY/RETURN VENT . • �������� � DESIGN/CODE DATA3P0RGO ,� eli r ..,♦♦�. + EXISTING SPRINKLER yr,,,13,Apldgaziao ► , GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE..♦♦ , f` EXISTING EXIT SIGNAGE OCCUPANCY: B OF ..♦♦♦ iar **vit.: , CONSTRUCTION TYPE: TYPE I-B / / L. * ► NEW SUITE STANDARD LIGHT FIXTURE TENANT AREA: APPROXIMATELY 4,840 SQUARE FEET / / OCCUPANCY LOAD: 49.�♦ 20 J \ PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE 0 ALLMACKENZIE RIGHTS RESER13VED EXISTING ( EXPANSION \� CONFIRMED THROUGH DEFERRED SUBMITTAL 2 REQUIRED EXITS, 2 EXITS PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED Al2 CODE SUMMARY PLAN BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY OR REPRODUCED IN ANY MANNER, GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. WITHOUT PRIOR WRITTEN PERMISSION 41 0.0 6TH FLOOR NTS CODE SUM MARY LEGEND REVISION SCHEDULE Delta Issued As Issue Date EXIT ACCESS SEPARATE PERMIT PROJECT GENERAL NOTES EXIT 2014 OSSC SECTION 107.3.4.2 (BY SEPARATE PERMIT) . ® ILLUMINATED EXIT SIGN FIRE SPRINKLER A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT.THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE,WORKING SYSTEM. . FIRE EXTINGUISHER LOCATION FIRE ALARM MECHANICAL B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION,AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. NM AREA OF WORK/EXPANSION ELECTRICAL C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR % /I EXISTING SUITE NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY:THEY ARE NOT E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE,AND DETAILS1>y<\><, REMAINING VACANT SUITE =3,302 SF INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SHEET TITLE: ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TITLE SHEET, TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT,THE HIGHEST COST OPTION SHOULD BE PRICED. F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. DIAGONAL DISTANCE = 10R-0CODE G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" FF REFER TO FINAL FINISHED FLOOR ELEVATION,WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED s DIAGONAL = 3ti 3" (MIN. DISTANCE ALLOWED) CONTACTS S V (FFE) SUMMARY, KEY ACCESS FLOOR. — • — DISTANCE BETWEEN EXITS:36-6' H. DO NOT SCALE DRAWINGS. — — COMMON PATH OF EGRESS TRAVEL=37-6" ARCHITECT CONTRACTOR PLAN, LEGEND I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. MACKENZIE RUSSELL CONSTRUCTION AND GENERAL 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD SYMBOLS AND REFERENCES PORTLAND, OR 97214 TUALATIN, OR 97062 NOTES REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: CAK, KGB TEL: 503.22 K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY PROJECT NORTH 503.224.9560 TEL: 503.692.9002 MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM CHECKED BY: MRT, PDK OCCUPANCY BY TENANT. TRUE NORTH EMAIL: LCARPENTER@MCKNZE.com CCB: 58918 i , L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. SHEET: M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL LANDLORD/OWNER COORDINATE WITH THE OWNER. KEYNOTE 110 SHORENSTEIN REALTY SERVICES Lay )p- TIGARD SPACE NAME 5335 MEADOWS ROAD, SUITE 275 Approved by Planning GO . 01 OFFICE' SPACE # LAKE OSWEGO, OREGON 97035 Date: y ROOM/SPACE IDENTIFICATION 114 _ ® .. FLOOR FINISH CONTACT: ROB FABIAN Initials: _ __ p JOB NO.R8 WALL BASE FINISH TEL: 503.412.4844 21 9095407 WALL FINISH EMAIL: RFABIAN@SHORENSTEIN.COM PERMIT SET: 07/24/2019 219095407/DRAWINGS 1ARCHITECTURAL107 G0.01.DWG KGB 07/24/19 08:01 1:96.00 GENERAL NOTES ", . „ _ _ A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. M II B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. Architecture • Interiors C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. Planning r Engineering D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 2/A5.20. IM LIII I € 0 E. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY SEPARATE PERMIT. F. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. Portland,OR OFFICE OPEN OFFICE503'224'9560 CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON.I 601 1 602 Vancouver, WA EXIST. CPT G. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. 360.695.7879 EX.I EX. t P RB H. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD Seattle, WA S S el- .----- �. UNLESS NOTED OTHERWISE. 206.749.9993 o0 I. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN WWWmcknze.COm `tJ S PERFORMED (ON 07/23/2019, WHILE OCCUPIED) AND PLAN, ELECTRICAL AND CEILING INFORMATION I o EXIST CPT Q HAS BEEN UPDATED (OBSERVATION 1S LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO MACKENZIE . FS it I 1 - FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. aEIlaN 0111IVEN I CLIENT FQCWEO J. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. Client it r CO K. 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 4. OFFICE OFFICE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. • -e 603 604 L. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH SHORE STEIN C r EEXIST. i Ex PCS S _ EXISTING. +. +e0 O M. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-11"±- EXISTING AFF, UNLESS NOTED OTHERWISE. T 0 in T III Al N. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. EXISTING (-1--) EXPANSION EXISTING (-1--) EXPANSION i 1 0. ADD SOUND INSULATION IN ALL NEW WALLS. Project P. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE MACCOLL BUSH SATO PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE SUITE 600 DEMOLITION PLAN PART I AL SIXTH FLOOR P LAN ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO TENANT IMPROVEMENT REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY 1 i/8"=1'-0" 1 118"=1'-0" 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 LINCOLN TOWER 1026BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. TIGA SW GREENBURG RD. IGARD, OREGON KEYNOTES 09 4411)C 1. ALIGN NEW WALL WITH EXISTING WALL. ,L- 3041 � # 2. ALIGN NEW DEMISING WALL WITH EDGE OF EXISTING BUILDING COLUMN. FINISH BOTH SIDES OF PETER P. ALTO t. + + WALL TO MATCH CORRESPONDING ADJACENT FINISHES. a -V 4 V v 'V N V v 1 I 3. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS ' Ack • i • 1LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES.ANY VARIATIONS TO BEi ! T f�, LEE. ICONFIRMED ON SITE BY CONTRACTOR. '4� ## • ## JELLL 4. NEW 3'-0"WIDE BY 8'-8"± HIGH SOLID CORE FLUSH WOOD DOOR TO MATCH SUITE STANDARD. OF 0v + _ X + + X + PROVIDE BUILDING STANDARD FRAME WITH FACTORY FINISH. HARDWARE TO BE PASSAGE LOCKSET F75 GRADE 1, BUTTS, SEAL AND STOPS. SEE DETAIL 11/A5.20. • ■ I MACKENZIE 2019 II �— 5. NEW 3'-0"± WIDE RELITE TO MATCH SUITE STANDARD, SEE DETAIL 11/A5.20. PROVIDE WINDOW FILM O ALL RIGHTS RESERVED •IN TO MATCH EXISTING SUITE 600 STANDARD. CONFIRM SPECIFICATION WITH TENANT. THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED 6. FURR OUT COLUMN, AS REQUIRED, TO ALIGN WITH NEW DEMISING WALL. SEE DETAIL 8/A5.20. OR REPRODUCED IN ANY MANNER, + (-- + L ` t WITHOUT PRIOR WRITTEN PERMISSION I f 7. EXISTING CARPET AND RUBBER BASE TO REMAIN AT EXISTING SUITE 600. NEW CARPET AT X T EXPANSION AREA ONLY, TO MATCH EXISTING SUITE STANDARD. NEW RUBBER BASE AT NEW AND # ## ■u■ EXISTING WALLS AT EXPANSION AREA ONLY, TO MATCH EXISTING SUITE STANDARD. REVISION SCHEDULE + _--_-_ — + 8. PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT ALL WALLS AT Delta Issued As Issue Date r'. F / EXPANSION AREA ONLY AND/OR WALLS/ROOMS AFFECTED BY NEW CONSTRUCTION, TO MATCH :N, EXISTING SUITE STANDARD. • SCHEDULE OF INTERIOR FINISHES + 0 FS + ; + o ,Cca!,l lJ 11141 , CPT-1: MATCH SUITE STANDARD !1.9 1 El • , E-.I RB-1: MATCH SUITE STANDARD EXISTING ( I ) EXPANSION EXISTING ( I ) EXPANSION P-1: MATCH SUITE STANDARD ' SHEET TITLE: DEMOLITION DEMO RCP 4 RCP PLAN, PARTIAL 1 1/8°=1'-0" ' 1 .1 1/8"=1'-0" SIXTH FLOOR PLAN, DEMO RCP, RCP AND NOTES DRAWN BY: CAK CHECKED BY: MRT, PDK 1 SHEET: I 0 A1 . 1O JOB NO. 2190954.07 PERMIT SET: 07/24/2019 2190954071DRAWINGSIARCHITECTURAL107 A1.10.DWG KGB 07/24/19 08:09 1:96.00 FLOOR OR ROOF STRUCTURE 33 MIL:-1i /82" METAL POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT SERC 2STUD ACING TO FLOOR -= WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS 8" MAX. DIRECTLY TO WALL FRAMING CLIP STRUCRE AT 8'-0" OC WITH ( SHEET _i�ire . Li—illAlOitfors • \ _ _ HORIZONTAL BRACING a 0 4). I ) �` BETWEEN WALLS EXCEEDS Planning ■ Engineering 1/ I "ATTACHED �q . �4 8'-0" OC I WALL" • a a1 S' =,-' — 3" SOUND ATTENUATION �; BATT. 4'-0" CENTERED ON 00/ • CELJVQ EDC; AT WALL NTS SUSPENDED ...'fir _ WALL WHERE NOTED. CEILING -- CUT TILE FOR TIGHT FIT Portland,OR 0 r : NOTE FOR UNATTACHED WALLS PROVIDE A := AT WALLS 503.224.9560 , 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP �.j :'I CASING BEAD USG 200-A -- DO NOT SCREW BERC 2 CLIP TO TRACK GYPSUM BOARD �T ' ATTACH STUD TRACK Vancouver,WA ›.--/ EACH SIDE THROUGH GRID 360.695.7879 •TABLE MAX. LENGTH - Seattle,WA �., % +� CROSS RUNNERS FIT BETWEEN MAIN RUNNERS y ' SOUND ATTENUATION 206.749.9993 $" �� " WITH #12 1/2" DIA CONDUIT EMT 5'-10" INSULATION AS OCCURS dAi MAIN RUNNERS AT 4 0 OC SUPPORT 3(4" DIA CONDUIT EMT) 7'-8" METAL STUDS. BOTTOM TRACK TO FINISH •mcknze.com WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY 6'-0" MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1 DIA CONDUIT EMT g'-g" SEE WALL HEIGHT f �'.,: FLOOR WITH POWDER EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" SGL 1625125-3S M L S I UU 12'-0" TABLE FOR SIZE " AND SPACING `wr � DRIVEN ANCHORS AT - MACKENZIE. FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8x2OGA) � 4'-O" O.C. DECION DRIVEN I CLIENT FOCIMED NOTE ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 162S125-33 15'-0" Q CONTINUOUS ACOUSTIC SECURE ALL HANGERS TO MTL STUDS (1-5/8"x2OGA SEALANT EACH SIDE Client APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING 13'-6" N `: AGAINST TRACK NO WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 25OS125-33 MTL STUD BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND OTHER LARGE TRAPEZE DUCT WORK AND (2-1/2"x20GA) \ •:1 / SEALANT A 15 CONDITION T SIMILAR ASTME580 OBSTRUCTIONS BACK TO BACK 250S125-33 -0 �- MTL STUDS (2-1/2"x2OGA) o j CONCRETE SLAB o SHORE STEIN • SUSPENDED CEILING BRACING 4 WALL — TO UNDERSIDE OF GRID cc01 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATERNTS z . 5.20 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" 7-51 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v v . . vva . EXISTING METAL DECK , Project MACCOLL BUSH SATO •a 1 ' v � • CONTINUOUS ACOUSTIC SUITE 600 SEALANT, EACH SIDE TENANT IMPROVEMENT EXISTING 2" DEEP TOP TRACK TO s I FACE OFF WALL TO ` EXISTING STRUCTURE MATCH EXISTING 1/2" DEFLECTION SPACE = �' EXISTING FINISHED BUILDING LINCOLN TOWER \I ` '' COLUMN AS OCCURS 10260 SW GREENBURG RD. 4'-0" WIDE 3" SOUND 't= TIGARD,OREGON -4 �J ATTENUATION BATT. ; 1/4" MAX AIR SPACE 1 WHERE NOTED \''',7' A\*,1 -. l f-.1, .:7: -I :j: : s 4•)‘11) / . ::� I I I - �-- METAL STUDS ® 16" O.C. 1 kw.. , 3041 ' k: mac: �')PETER P. ALTO ' SUSPENDED CEILING 1 I• rv. ,� 1 n 1''•TIAND, OR GO GYPSUM BOARD '' "fi ,` 1 EACH SIDE ^## I SOUND ATTENUATION • • OF Og METAL STUDS. `:� :. INSULATION AS OCCURS • • _ 5/8" GYPSUM BOARD SEE WALL HEIGHT •',_ _ %_ • TABLE FOR SIZECONTINUOUS ACOUSTIC • i 1 - © MACKENZIE 2019 AND SPACING ;.? •` ALL RIGHTS RESERVED SEALANT EACH SIDE 0 ARE THE PROPERTY '!' _ AGAINST TRACK NO 0 THESE MACKENZ E1- DINGS AND ARE NOT TO BE USED OF SEALANT AT SIMILAR OR REPRODUCED IN ANY MANNER, =CONDITION (1) WITHOUT PRIOR WRITTEN PERMISSION I CONCRETE SLAB W v) M 0 REVISION SCHEDULE WALL — DEMISING 8 WALL — FURRING 0 co Delta Issued As Issue Date 3"=1'-0" 09 . , AT FLOOR AND DECK 3"=1'-0" Q . rJ,2i o c1 * LINCOLN TOWER STUD SIZE: 2W" WALL PER PLAN '.' -, GYPSUM BOARD WALL AS LIMITING WALL HEIGHT TABLE ' r:.; OCCURS _...._-, ..=._ INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf t .:;•; DOUBLE STUD AT JAMB, ` DESIGNATION SPACING MAX. WALL HEIGHT TYPICAL LI :.:-- 250S125-18 24" 8'-4" 250S125-18 16" 9'-7" SHEET TITLE: I 25OS125-27 24" 9'-10" INTERIOR 1 _ 1 - MATCH BUILDING STANDARD 250S125-18 16" 11'-3" DETAILS zix� o � 362S125-18 24" 13-5" u' ' I 362S125-18 16" 14'-4" z x a 362S162-33 16" 16'-5" ;-:: -1 362S162-43 16" 18'-0" � 1- . Q - 600S162-33 16" 24'-6" L ' ' 1/4" TEMPERED RELITE DRAWN BY: CAK i;. AS OCCURS, PROVIDE INTERIOR NON STRUCTURAL NON-COMPOSRE WALLS Z "C" CHANNEL AT TOP WITH CERAMIC TILE FACING L/360 CO 5psf W Q CHECKED BY: MRT,PDK --I AND BOTTOM , cn w W14i DESIGNATION SPACING MAX. WALL HEIGHT rt SHEET: Ul -+- _ �t .•,.. , _.: 362S125-18 16" 12'-4" __ w 362S125-33 16" 14'-3" • Jm 7 :,•:. A5 . 20 :'` 1 �V;:'1 WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH u 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. ._.i I , w JOB N0.2190954.07 11 DOOR AND RELITE 12 WALL HEIGHT TABLE I a 5.20 HEADS ►R 3"=1'—O" o • 5.20 PERMIT SET: 07/24/2019 0 219095407\DRAWINGS\ARCHITECTURAL\07 A5.20.DWG KGB 07/24/19 08:06 1:96.00