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Plans (29) BU P2019-00002 RECEIVED CLIENT OWNER JAN 2 20I9 AG SPANOS CORPORATION SHORENSTEIN REALTY SERVICES AG CITY OF TIGARD JESSE GARDINER - PROJECT MANAGER ROB FABIAN - PROJECT MANAGER - CONSTRUCTION BUILDING DIVISION "MI III JGARDINER®AGSPANOS.COM RFABIAN®SHORENSTEIN.COM SW Locust Street -- 10220 SW GREENBURG RD. SUITE 530 5335 MEADOWS ROAD SUITE 275 Architecture Interiors c �v _ = ' ) l-=i PORTLAND, OREGON 97223 LAKE OSWEGO, OREGON 97035 �� • np 90 J 1 j PHONE: (503)272-8833 PHONE: (503)412-4800 Engineering J 11 .� _ = H i l Illi) ill 111' IIIII' ll = PlanningEn ineerin r 1 - ' 17I 0 = I,IIIH11111=11111TA ;-_- ,, ' CORPORATION % off I littiorII � I -, to @ r 1 I I i "1 I GENERAL CONTRACTOR irr - !- - 11 I I �a; • , '` .• ! ,,r, , STRUCTURED PARKING - �1 ! ?!il 1.� I �.;I i �� � ' . TI�1 ;' RUSSELL CONSTRUCTION Portland OR 'cam -- � �, ' p Y a '�/I I I I I l i I,1111 l I l l 11 DONN STURDIVANT/ARNE WAYRYNEN TENANT IMPROVEMENT 503.224.9560 r'a- -- —� � _Li � I � II1 � D20915 SW 1N05�THU ASVENUENSTRUCTION.COM"r, -� 11;4 .12. TUALATIN, OREGON 97062 360.695.7879 � i.—,� � a °' .ti �- ,� Seattle,WA F ,f,,,,7---- _ a .4,Y- ! —, �� q , PHONE (503)692-9002 f\ �'✓ 2 L_INCOLN 2067499993 ii r LEGENDwww.mcknze.corn I t�f tTF, � ,! ,!, I _,, , 11 -� _ 10220 SW GREENBURG RD. MACKENZIE i r p ,` , ,,,.._ z o f ,.. _� _ EXISTING WALL TO REMAIN DESIGN DRIVEN I CLIENT FOGUSEP /1 c= ILl// .. ./1: ,l i'i, 4,�- I v NEW WALL TO UNDERSIDE OF GRID, SEE 4/A5.20 ,�,;,,, ,,,,,, :. �':.' G /71 �ll ,,ladr4 TIGARD OREGON Client ,-' ,, ,,\\\\,,' 1 ' tip > _ „ EXISTING 1 HOUR RATED WALL TO REMAIN 7 1/ 4. 11�' 3 C -. • -- // l // t.--:- '"" r`':1,„,.. z-1, t..' , L ' i1 11 EXISTING DEMISING WALL TO REMAIN 1�1�7 ; " Q Now= '.I Lam' �� u if L NCOLN Jill rr h t- , R II +► EXISTING FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION ,7 /� 14iI� III ��;1 - .� ., Ili 111.1 ,_ iLring g ,r 11 I II .�tll �� L---ilitmmi ;� , , t = + EXISTING QUADRUPLEX OUTLET INDEX OF DRAWINGS I \t I.I.IIf n � � 1 III IU I I c� 4 1 EXISTING DEDICATED QUADRUPLEX OUTLET �•�\�� PLAZ=A. — I ri 1 1 - I : i I 111 1 i III I I I A I 1 ii __ A.G. Sparos Companies �'1 t 4 . STRUCTURED PARKING r STRU1 TURED PARKING - a� EXISTING DEDICATED OUTLET G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES 7-----\ \`• i -.-• J. -- ill tr l 4 1 A1.10 PARTIAL FIFTH FLOOR PLAN, DEMO REFLECTED CEILING PLAN, REFLECTED CEILING EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION PLAN, SCHEDULES AND NOTES M1 — illcm! illl'Ii11i X111 11111111 1 N. A5.20 DETAILS �:�-` ,-__ 1,1111 .1111 , illllil f� 1 SW Oak street r • EXISTING COVERPLATE Project G EXISTING LIGHT SWITCH WITH OCCUPANCY SENSOR AG SPANOS 5, 50 100' 200' XISTING LIGHT SWITCH WITH OCCUPANCY SENSOR SCOPE OF WORK CORPORATION los E THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS CR CR CARD READER LOCATION FOR AN APPROXIMATELY 1,362 SQUARE FOOT EXISTING TENANT ON THE FIFTH OF SIX FLOORS. TENANT IMPROVEMENT e AREA OF WORK FS EXISTING FIRE STROBE WORK TO INCLUDE NEW WALLS, DOOR AND RELITE. e 2 UNCOLN F EXISTING FIRE EXTINGUISHER TENANT APPROVAL. 10220 BVI GREENBURG RD. C 1 SITE PLAN , OREGON Gas NTS 0 KEY NOTE FOR REFERENCE PLAN 500A DOOR NUMBER SYMBOL DESIGN/CODE DATA NORTH 4‘11141 11/Ce EXIT REQUIRED EXIT GOVERNING CODE: 2014 OSSC OCCUPANCY: B ,� ' . I 1 EXISTING 2'X2' CEILING GRID CONSTRUCTION TYPE: TYPE I-B :� I TENANT AREA (APPROX): APPROX. 1,362 S.F. V or— MEM mol EXISTING 2'x4' LIGHT FIXTURE TO REMAIN OCCUPANCY LOAD: 14 fr I PO' 'D, �N AREA OF LONGEST COMMON 1 REQUIRED EXIT, 1 EXIT PROVIDED 9r WORK \ PATH OF I I I I 1 NEW OR RELOCATED 2x4 LIGHT FIXTURE EXIT IS EXISTING AND HAS APPROPRIATE EXIT SIGNAGE OF O' is _ ■ ■ ■ = 68 —3 BUILDING IS FULLY SPRINKLED AND HAS NEPA SMOKE DETECTION EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE SAFETY BACKUP POWER MACKENZIE 2018 (1, ---(1\ n I AL1 R3GHT5 RESERVED Lt4,,,m,,L7 f I, -- 1 :\TRAVEL ® EXISTING SUPPLY RETURN VENT TO REMAIN THESE DRAWINGS ARE THE PROPERTY ° MI 0 OF MACKENZIE AND ARE NOT TO BE • / SEPARATE PERMIT USED OR REPRODUCED IN ANY MANNER,° O EXISTING SPRINKLER HEAD WITHOUT PRIOR WRITTEN PERMISSION I 2014 OSSC SECTION 107.3.4.2 (separate permit by others) I I � REVISIONS: 11 / PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED 1 mr.S.\... " go // / THROUGH SEPARATE PERMIT MECHANICAL o N m ® ® EXISTING EXIT SIGN ELECTRICAL 5. THIS REVISIONS REVISIONDELTA � ---> �o THIS CLOSING DATE �'' ' SHEET _-1EXfT NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN . VGENERAL NOTES OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS I o 0 II +� ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT • ■ 1 p . A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW • I INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKINGZ. - SYSTEM. PRIOR TO SUBMITTAL X,, , I , - } B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE ' V "" I EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. 1 I III II A C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START VALUATION OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY I I a (1 1 ■ CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE ■ I >~ PERFORMED AT NO ADDITIONAL COST TO THE OWNER. VALUATION OF WORK = $4,754 D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE SHEET TITLE: CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR TITLE SHEET, SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. • E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. OFFICE COPY SITE PLAN, KEY r 1----ut)----1)---1)---- ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PLAN, CODE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE CITY OI TIGARD PRICED. REVIEWED FOR DUDE COMPLIANCE SUMMARY, LEGEND # F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS Arpro �J AND NOTES OCCUR, UNLESS NOTED OTHERWISE. G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL OTC: ------1,;11 • - FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS Permit#: 6/00/5-00(202-- KEY PLAN FLOOR.DO NOT SCALE DRAWINGS. Address: !Suite#: , ' �� DRAWN BY: CAK r_ 1,�,� r� I H. ' � G0, FIFTH FLOOR NTS 1. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. By: Date: I -.a. 19 TRUE PLAN J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING CHECKED BY: MRT, PDK MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR NORTH NORTHRECYCLING/RE---USE OF DEMOLITION DEBRIS. VALIDITY OF PERMIT SHEET: K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE THE ISSUANCE OFA PERMIT CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY BASED ON CONSTRUCTION MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING DOCUMENTS AND OTHER THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY DATA SHRLL NOT PREVENT G0.01 BY TENANT. THE CODE OFFICIAL FROM L. ALL DESIGN—BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND REQUIRING THE CORRECTION APPROVED BY MACKENZIE. OF ERRORS. OSSC 105.4 JOB N0. M. PROTECTEDEXISTING AUNTIL IT IIAL SD TO BE REMOVED FROMRTHE S0E BY OTHE OOWNER. CONTRACTOR LL BE SAFELY STORED AND 2'154951.51 COORDINATE WITH THE OWNER. PERMIT SiT: 12/14/2018 .215095151* C:\TEMP\ACPUOLI53-1_79048\51-00.01.DWG CAK 12/13/18 16:06 1:96.00 GENERAL NOTES frl 4 �Lz A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. L. V* +,2 B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. _ C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. OFFICE • OFFICE OFFICE D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE 503 DETAILS 2/A5.20. I 504 I 505 E. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT Architecture interiors - ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND r .505APROVIDE DRAWINGS BY DEFERRED SUBMITTAL. Planning Engineering _ _ Q F. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON CONFERENCE y HALL COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. 1502 1508 1 DK G. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. IH. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. I. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OBSERVATION, OF Portland, OR d1 LCiP ��.• � AREAS OF WORK ONLY, HAS BEEN PERFORMED (ON 12/11/2018, WHILE OCCUPIED) AND 503.224.9560 la OFFICE BREAK I PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS Vancouver, WA 1=1 T 12.L.1LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM 360.695.7879 ADDITIONAL REQUIREMENTS WITH TENANT. Seattle, WA RECEPTION +'e� E J. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH 206.749.9993 `it lPRODUCTS. 1501 J l K. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO www.mcknze.com MATCH EXISTING. L. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"± (EXISTING) AFF, UNLESS NOTED MACKENZIE I 1 OTHERWISE.CD IS DESIGN DRIVEN I CLIENT FOCUSED IIM. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER II CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. Client _ µ �.-.';,I N. ADD SOUND INSULATION IN ALL NEW WALLS. F I .. 0. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING I LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN .. 1 PARTIAL FIFTH FLOOR PLAN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE 4,12:;: ;257 A1.10 1/8"=1'-0" PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID A.G. Spanos Companies TRUE PLAN LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY NORTH NORTH LOCAL JURISDICTION THROUGH SEPARATE PERMIT. R KEYNOTES Project I AG SPANOS 1. ALIGN NEW WALL WITH EXISTING WALL. CORPORATION II 2. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. II OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY SUITE 530 VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. TENANT IMPROVEMENT iff— - , ' '0 3. NEW 2'-O" WIDE TEMPERED INTEGRATED RELITE TO MATCH TENANT SUITE STANDARD • ■ ■ ■ ■ HEIGHT AND FINISH, SEE DETAIL 8/A5.20. 2 LINCOLN um i� ■■m mE En 10220 SW QR®VBURG Imo. • _ r .te .•A .► - ALTERNATE UPGRADES , OREGON likWF !� �� ‘ ,--- PROVIDE SEPARATE PRICING FOR THE FOLLOWING: AA. PROVIDE ELECTRIFIED HARDWARE AND ASSUME MAGLOCK AT EXISTING FULL GLAZED 20001F° TENANT ENTRY DOOR FOR TENANT PROVIDED KEYCARD ACCESS SYSTEM. COORDINATE <t01) / — 1 3-T FINAL SPECIFICATIONS AND CARD READER LOCATION WITH TENANT AND TENANT'S VENDOR. • , :A/ ' ■■ ■ '+I 1.L,,-'' EEMMMEMAMr' ,/,/i 1/.11, E. ■PAIK ` DOOR SCHEDULE HARDWARE GROUPS/iq h •� �� ° DOOR DOOR DOOR FRAME HARDWARE COMMENTS OF 0 �■■u.�■ CO NO. OPENING SIZE I DETAILS GROUP RATINGME ■■I;■. THK TYPE MAT'L FINISH MAT L FINISH H-1: PASSAGE koi il TYP. - LATCHSET. F75 GRADE 1, ALL RIGHTS RESERVED EXIST 3'-0x8'-4" EXISTING DOOR BUTTS, SEAL, STOPS O MACKENZIE SER . . I 505A 3'-0x8'-4" 1-3/4" 1 FL/R SC 1 S HMK 1 FF 1 8/A5.20 1 H-1 - 1 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE PN 2 DEMO REFLECTED CEILING PLAN GENERAL NOTES ABBREVIATIONS USED ORREPROD RIDIN TTEN PERMIANNN, A1.1O 1/8"=1'-0" A. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. REVISIONS: B. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. EX EXISTING FF FACTORY FINISH z TRUE PLAN C. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE o-- REVISIONS REVISION DELTA NORTH NORTH POSSIBLE. FL/R FLUSH W/ADJACENT RELITEw THIS SHEET CLOSING DATE HMK HOLLOW METAL KNOCKDOWN Etrn S STAIN - - ALTERNATE DOOR SCHEDULE NOTES SC SOLID CORE WOOD '..L 144 ' • i rImi .1 A1. IN LIEU OF BUILDING STANDING FLUSH DOOR, PROVIDE BUILDING STANDARD FULL VISION PANEL DOOR. ■�i�I■■■ ■i i■ r, ' 1 a ° FINISH LEGEND ffc.[ ' ■ ■ ■ N. WALL E. WALL S. WALL W. WALL CEILING ■■ ■■ ■ ■� ROOM FLOOR MAT'L BASE MAT'L : CEILING _■■ ■ ■■ ■mm ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L COMMENTS • . _ NO. FINISH FINISH FINISH FINISH FINISH FINISH FINISH HEIGHT ■■ ■ ►:�/A IA I4rA I IA �►■� — �� - SHEET TITLE: • • - `,� ,� — . ,e�� / • 501 RECEPTION EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST 1 MAIMA ri��■►i ��'- 502 CONFERENCE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST - PARTIAL FIFTH g ; %MAMA•• - - FLOOR PLAN, iff:d _ 503 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST DEMO REFLECTED F—� r. 1I ° 504 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST - CEILING PLAN, a ■M i. - VA :: m_ _ 505 OFFICE EXIST EXIST/RB EXIST EXIST GB/P GB/P EXIST EXIST REFLECTED X! Q'—1t1 ° 506 BREAK EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST - CEILING PLAN, ■���. \--1 507 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST - SCHEDULES AND NOTES ■�+,■y ! ,.•.,.�............. 508 HALL EXIST EXIST/RB GB/P GB/P EXIST -- EXIST EXIST MI ° ■��■� ■ ■■ FINISH SCHEDULE NOTES: ABBREVIATIONS: DRAWN BY: CAK minor ■■ ■ I © A. ALL INTERIOR FINISHES TO BE EXISTING, UNLESS NOTED OTHERWISE. COLORS EXIST EXISTING r pi ■■Ii■■ TYP• TO MATCH EXISTING SUITE STANDARDS. GB GYPSUM BOARD CHECKED BY: MRT, PDK ■ I B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. P PAINT .71 ���" ' ��'•„ PAINT NEW WALLS ONLY, TO MATCH EXISTING. NEW RUBBER BASE AT NEW RB RUBBER BASE SHEET: WALLS ONLY AND/OR WHERE AFFECTED BY NEW CONSTRUCTION. r .. 3 REFLECTED CEILING PLAN A1.1O 1/8"=1l-0" SCHEDULE OF INTERIOR FINISHES A1 .10 TRUE PLAN CPT-1: CARPET, MATCH EXISTING , NORTH NORTH P-1: PAINT, MATCH EXISTING JOB NO. 215095151 RB-i RUBBER BASE, MATCH EXISTING PERMIT SET: 12/14/2018 .215095151* C:\TEMP\ACPUBLISI_79048\51-A1.10.DWG CAK 12/13/18 16:05 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERC 2 8" MAX. � 33 MIL 3-1/2" METAL STUD BRACING [MID E WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS CLIPTO FLOOR STRUCTURE AT 8'-0" OC DIRECTLY TO WALL FRAMING W/ (2) #8 SHEET METAL SCREWS AT EACH END. BRACING TO BE PROVIDED ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERSPERPENDICULAR INTERSECTING WALLS WITHIN 8" OF PERIMETERAilk � OR HORIZONTAL BRACING BETWEEN — LATERAL BRACING WITH APPROVED VERTICAL 4 A , I ., COMPRESSION STRUT AT 12'-0"- OC EA WAY • �J �' '� % WALLS EXCEEDS 8 -0 OC COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 2.. V 1/4.Ki.4(4 ��� 4'� � -- 3" SOUND ATTENUATION BATT. 4'-0" Architecture • Interiors • a — - - - CENTERED ON WALL WHERE NOTED. Planning ■ Engineering 1/ \. "ATTACHED .� % WALL" •. '°• .4. , SUSPENDED 1 CUT TILE FOR TIGHT FIT AT WALLS 00 0, CEILING — CASING BEAD USG 200-A ..'' O ° T WALL N1' GYP BD NOTE: FOR UNATTACHED WALLS PROVIDE A EA SIDE r .` \__� T� ATTACH STUD TRACK THROUGH GRID Portland,OR O 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP r SOUND ATTENUATION INSULATION 503.224.9560 --N DO NOT SCREW BERC 2 CLIP TO TRACK AS OCCURS -- SEE PLAN Vancouver,WA i'^ METAL STUDS 360.695.7879 - �� TABLE MAX. LENGTH SEE WALL HT. BOTTOM TRACK TO FINISH FLOOR Seattle,WA \., !, CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE FOR ` WITH POWDER DRIVEN ANCHORS MAIN RUNNERS AT 4'-O" OC SUPPORT WITH #12 1/2" DIA CONDUIT (EMT 5'-10" SIZE AND AT 4'-0" OC 206.749.9993 JA) WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY 3(4" DIA CONDUIT EMT 7'-8" www.mcknze.com 6'-0" MAX 1 ' DIA CONDUIT EMT g'_g�� SPACING —� ; CONT ACOUSTIC SEALANT EACH LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12-0 OC -4-- EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" SGL 162512b-33 M L S UU 12'_0" ~ AT SIM SIDE AGAINST IND TRACK NO SEALANT MACKENZIE. FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) DESIGN DRIVEN I CLIENT FOCUSED NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 162S125-33 15'_0" \ I CONCRETE SLAB SECURE ALL HANGERS TO MTL STUDS (1-5/8"x2OGA) 7 Client APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING �, WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 2505125-33 MTL STUD 13'-6" BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND TRAPEZE DUCT WORK AND (2-1/2"x20GA) OTHER LARGE BACK TO BACK 250S125-33 ASTME580 OBSTRUCTIONS 15'-0" _ t= MTL STUDS (2-1/2"x2OGA) 0 o ■,.. A oSUSPENDED CEILING BRACING4 WALL - TO UNDERSIDE OF GRID NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS c' . 52AT FLOOR AND SUPENDED CEILING 3"=1'-0" a A G.Spews Companies THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. oc SOUND ATTENUATION , BATT AS OCCURS Project GYP BD WALL AS OCCURS AG SPANOS • • CORPORATION • - S ` SUITE 530 GYP BD TENANT IMPROVEMENT d '- • SIDEDBL INGE OF DJAMBL ... ,AT HTYP. 2 LINCOLN 10220 SW CVBURG RD. TIGARD, OREGON : L--iii_ MATCH SUITE STD 0") #(/ ', ' , �' fr p0• ,IDS ..!!,N 1, OF 1/4" TEMPERED RELITE MACKENZIE AS OCCURS 0 ALL RIGHTS RESER2018VED THESE DRAWINGS ARE THE PROPERTY ••. ,C�L j•• L. OF MACKENZIE AND ARE NOT TO BE • �f�.�: EY USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 4'' J , , o REVISIONS: I-- 8 DOOR - TYP. INTERIOR zcrI Q N� REVISIONS REVISION DELTA � THIS CLOSING DATE A S 2 WI NTERIOR FIE<JTE 3"=l'-O" o o SHEET 0 * 2 LINCOLN STUD SIZE: 2N" I LIMITING WALL HEIGHT TABLE INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 0 5p sf DESIGNATION SPACING MAX. WALL HEIGHT 250S125-18 24" 8'-4" I , 250S125-18 16" 9'-7" SHEET TITLE: 250S125-27 24" 9'-10" DETAILS 250S125-18 16" 11'-3" 362S125-18 24" 13'-5" 362S125-18 16" 14'-4" 362S162-33 16" 16'-5" 3625162-43 16" 18'-0" 600S162-33 16" 24'-6" I , • INTERIOR NON STRUCTURAL. Wks DRAWN BY: CAK WITH CERAMIC TILE FACING L/360 ® 5psf CHECKED BY: MRT, PDK , , DESIGNATION SPACING MAX. WALL HEIGHT SHEET: 362S125-18 16" 12'-4" Cl) ct 362S125-33 16" 14'-3" j) A5.20 WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I._I-- 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. _ I ' -J JOB NO. 2150951.51 12 WALL HEIGHT TABLE , , 521 l-' HMI I Sb I : 12/14/2018 *2150951518 C:\TEMP\ACPUBUSH_79048\51-A5.20.DN'G CAK 12/13/18 18:08 1:98.00