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Plans (40) BU P2019-00084 SW Locust Street -rte, - --- -- -., aol ,0 C ....-_.4C O L(2.5 i 8° ILII II wit I 1 'I ' • IM F '7-' • = 1'I 1'k iii-. ... v,J f, r, 1 t.') c'-''',,. 0a 5, J� . '_ 'A ,,..�II,, ,� j d STRUCTURED PARKING O LJ C �l v !: P % ° r, °• / • SITE VACANCY SPACE PREP RECEIVED Architecture Interiors a n- jk,�, � , . APR 9 2019 Planning Engineering i G=Kw CITY OF TIGARD 4 .' i` .' T- _' ayeTENANT IMPROVEMENT 3L11LDING DIVISION 6LBBSIER �d ) .0 - 3 ( (0 � Portland, OR �.{]�' 503.224.9560 3 LINCOLN : SUITE 545 Vancouver,WA - 360.695.7879 , - 0 0 SWGREENB R.Av C 0�� _�e711- 149I '- � _ U G ROAD e 206.749.9993 r C]FFICE COPY Seattle wA I' k' CITY O www.mcknze.com _ h & .. . TI G A R D OREGON REVIEWED FOR F TIGARD u - u I r` I CODE COMPLIANCE .Approved i MACKENZIE STRUCTURED PARKING STRUCTURED PARKING t _ OTC: J DESIGN DRIVEN I CLIENT FOCUSED Permit #: _/ t P o/1 7' " 1 Client SW Oak Street Address: q Z �l (rr e � (...S Suite #: ../4 0' zs' so' 100' zoo• By: Date: 9. 9 - J9 A) 1 VICINITY MAP SHORE STEIN 111 0.0 NOT TO SCALE CODE SUMMARY LEGEND INDEX OF DRAWINGS IL Ei • -• T - _- _:��- ■ ■ • GENERAL \ G0.01 TITLE SHEET, CODE SUMMARY,AND GENERAL NOTES \ EMT EXIT ACCESS Project \\71.(\ni......11L. I ® ILLUMINATED EXIT SIGN ARCHITECTURAL VACACNY SPACE L )--- A1.10 PARTIAL FIFTH FLOOR DEMOLITION, FLOOR PLAN, REFLECTED CEILING PLANS, LEGEND AND PREP FIRE EXTINGUISHER LOCATION NOTES I _ _ A5.10 INTERIOR DETAILS SUITE 545 TRAVEL DISTANCE 300'-0" MAX. (TABLE 1016.1) TENANT IMPROVEMENT AREA OF WORK I 17 LallIVI .�l I I E 73r-4 n SCOPE O F WORK 10220 SW ,aur RD • ' tilifil I� - - _ ui lu THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR LANDLORD IMPROVEMENTS OF �' OREGON 1 EXITAPPROXIMATELY 2,660 SQUARE FOOT VACANCY ON THE FIFTH OF FIVE FLOORS. WORK TO INCLUDE ri X 0 U DEMOLITION, NEW 1-HOUR WALL, AND FINISHES � �" "> inj U U U U U VALUATION: $17,000 : ... . .. 1111 orli 'IT _1 1 \--11 ir 1 = ( 1 'eS'' cvpir �_ _ .� p lI. _ DESIGNICODE DATA , tii ii " FO' ND ' GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE OCCUPANCY: B r3 N 44* -' CONSTRUCTION TYPE: TYPE 1-B OF 0 • -- -- --�,1 1 I ■ iii TENANT AREA: APPROXIMATELY 2,660 SQUARE FEET OCCUPANCY LOAD: 27 © T ALLIRIGHTSIRESERVED 1 REQUIRED EXIT, 1 EXIT PROVIDED. THESE DRAWINGS ARE THE PROPERTY IL) \ OF MACKENZIE AND ARE NOT TO BE BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY USED OR REPRODUCED [N ANY MANNER, lbdifil , GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. WITHOUT PRIOR WRITTEN PERMISSION lI REVISIONS: V z 0 Q REVISIONS REVISION DELTA SEPARATEPERMIT J THIS CLOSING DATE i . S I ll ■ . SYMBOLS AND REFERENCES 2014 OSSC SECTION 106.3.4.2 (BY SEPARATE PERMIT) �wa 1 SHEET FIRE SPRINKLER I A) 2 CODE SUMMARY PLAN , it PROJECT NORTH FIRE ALARM MECHANICAL 1 III 0.0 5TH 1/1611 = 1'-0" lir TRUE NORTH ELECTRICAL 1 EXIT ILLUMINATION KEYNOTE III . NOTE: DESIGN BUILDERS FOR FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE PROJECT GENE RAL NOTESSPACE NAME SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC I , OFFICE--.-- SPACE # ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN SHEET TITLE: ROOM/SPACE IDENTIFICATION 114 DOCUMENT SUBMITTAL TO ARCHITErT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FORA COMPLETE, WORKING SYSTEM. ® FLOOR FINISH TITLE SHEET, B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. P RB WALL BASE FINISH CONTACTS CODE SUMMARY, 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 WALL FINISH AND GENERAL CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. NOTES D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE DOOR SYMBOL NUMBER 101A ARCHITECT CONTRACTOR CALLED TO THE ATTENTION OF MACKENZIE. MACKENZIE RUSSELL CONSTRUCTION E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVENUE OVER PLANS, IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. PORTLAND, OR 97214 TUALATIN, OREGON 97062 F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. CONTACT: MORGON TOTH CONTACT: DONN STURDIVANT DRAWN BY: BL PHONE: 503.224.9560 ARNE WAYRYNEN G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. FAX: 503.228.1285 PHONE: 503.692.9002 H. DO NOT SCALE DRAWINGS. EMAIL: MTOTH@MCKNZE.COM CHECKED BY: MRT, PDK SHEET: I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. OWNER J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. SHORENSTEIN REALTY SERVICES CITY OF TIGARDGO.01 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 MATERIALS, BOTH 5335 MEADOWS ROAD, SUITE Date: ed b Planning LAKE OSWEGO, OREGON 970355 Date: _ q /GI J ► Gj DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. CONTACT: ROB FABIAN, PROJECT MANAGER Initials: _ . .i .1 _ . PHONE: 503.412.4800 JOB No 2190952.02 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 COORDINATE WITH THE EMAIL: RFABIAN@SHORENSTEIN.COM OWNER. PERMIT SET: 04/01/2019 219095202\DRAWIRCS\ARCHITECTURAL\02—G0.01.OWG BL 04/01/19 12:17 1:96.00 KEYNOTES ARCHITECTURAL GENERAL NOTES IMI 1. DEMOLISH EXISTING DOOR, FRAME, HARDWARE AND RELITE AND SAVE FOR REINSTALLATION. A. SEE CODE ANALYSIS PLANS FOR FIRE EXTINGUISHER LOCATIONS. 2. INFILL OPENING TO ALIGN WITH ADJACENT WALLS. PATCH AND REPAIR EXISTING CORRIDOR TO B. ALL RATED CONSTRUCTION ASSEMBLIES EXTEND FROM FLOOR STRUCTURE TO UNDERSIDE OF - ..:.:.:.:::.:.:.:,:::::,:.::::.:;.:.:.:.:.:::.:,:::::1011 - -- – - -- -- ••- .., MATCH EXISTING BUILDING STANDARD FINISHES. STRUCTURE AND DECKING ABOVE UNLESS OTHERWISE NOTED. ' 0 3. MODIFY WALL TO RECEIVE RELOCATED DOOR, FRAME, HARDWARE AND RELITE. PROVIDE C. PROVIDE TYPE X GYPSUM BOARD AT ALL FIRE RATED WALLS AND PARTITIONS. SEE CODE SUMMARY MGIC.:"` D ' C le �� BUILDING STANDARD VISION PANEL AT EXISTING DOOR, IF FEASIBLE. PROVIDE NEW DOOR WITH DRAWINGS AND FLOOR PLANS FOR SCOPE OF FIRE RATED WALLS. ,-,. ,� �j VISION PANEL, IF REQUIRED. D. ALL PENETRATIONS AND VOIDS THROUGH FIRE RATED ASSEMBLIES TO BE FIRE STOPPED WITH Architecture Interiors e s se I,.' - liT - 4. DEMOLISH EXISTING EXIT SIGNAGE. APPROVED MATERIALS. Planning Engineering 5. EXISTING CEILING AND LIGHTING IN CORRIDOR TO REMAIN. E. PROVIDE FIRE BLOCKING AS REQUIRED. -- - - 6. ACOUSTICAL CEILING TILE MAIN GRID LINE. SCHEDULE OF INTERIOR FINISHES GENERAL PLAN NOTES 03.224d, O0 503.224.9560 ). • Vancouver,WA 74444 *CONFIRM FINAL SPECIFICATIONS WITH LANDLORDA. SEE ARCHITECTURAL GENERAL NOTES ON THIS SHEET FOR ADDITIONAL INFORMATION. 360.695.7879 B. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO Seattle,WA e- 206.749.9993 CPT-1: (CARPET TILE) BUILDING STANDARD, TBD RECEIVE NEW FINISHES. SEE THIS SHEET FOR FINISHES. P-1: (FIELD PAINT) BUILDING STANDARD, TBD C. PAINT NEW AND EXISTING WALLS (P-1). NO V.O.G. PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE www.mcknze.com O PRIMERS AS WELL AS FINISH PRODUCTS. RB-1: (RUBBER BASE) BUILDING STANDARD 4", COLOR TBD MACKENZIE • D. NEW CARPET TILE AND BASE THROUGHOUT. DESIGN DRIVEN I CLIENT FOCUSED sV 1- v( E. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY Client I 11 CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. F. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. Ak 1 PARTIAL 5TH FLOOR DEMOLITION PLAN s a 5 T E G. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE, COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. v. A1,1O 1/8"-1 -0" H. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. I. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE i I ARCHITECT/DESIGNER. Project J. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE VACACNY SPACE - - — - �...---....-- • K. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 8/A5.10. PREP I R1 le J ■ L. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY• SUITE 545 Dt_-c,x OFFICE , , OFFICE OFFICE OFFICE OFFICE OFFICE COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS TENANT IMPROVEMENT 507 Cc.gc 506 505 D. 504 D < 503 �, 502 BY DEFERRED SUBMITTAL. CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 M. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN �`���el�lI1 � u I \\ P-1 i� P•1 i� P-1 RB 1 P-1 IB 1 P-1 E:11 P-1 1iB 1 � PERFORMED (ON 03/28/2019, WHILE VACANT AND OCCUPIED) AND PLAN, ELECTRICAL AND CEILING �� CRP INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). �` 11- -- VD 1 ` CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. OREGON ...01) 4/? 3�1 N. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. "s b� OD 0. REPLACE DAMAGED, MISSING, AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO ,10.MATCH EXISTING. $ >�] iF OPEN P. EXISTING SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"± AFF, UNLESS NOTED OTHERWISE. `i., OFFICE , , 501 Q. CENTER ALL, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CPT-1 CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. 3PC0 , i It*C-1� P-1 �iB-1 � �� R. ADD SOUND INSULATION IN ALL NEW WALLS, EXCLUDING PARTIAL HEIGHT WALLS. 2? �' (610 S. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE Ori 0 ct ril © PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE , ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO O MACKEE 2019 N -". , -_-_-__�._.. REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY ALL RIGHNZ[TS RESERVED THESE DRAWINGS ARE THE PROPERTY © 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 OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED WITHOUT PRIOR WRITTEN PERMISSION BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. REVISIONS: AO2 PARTIAL 5TH FLOOR PLAN z Q � <- ER REVISION DELTA A1.10 1/$"_.r ARCHITECTURAL LEGEND SHEET ry d S NOT IN SCOPE . EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING WALL TO REMAIN I �-- --- I -• --... - .._.._..---•.•--•.- - -- .. . EXISTING 1-HOUR RATED WALL TO REMAIN I ' �� 7---- , I .,, _ EXISTING DEMISING TO REMAIN I 1 ll—1 1 1 UECK. _ [ lir �n�r" �� r : '_ _1_J I ] 111 - NEW 1-HOUR RATED WALL, SEE 4/A5.10 "iiia • i ii 0 0 S ® ■ e * : :: _ o e Am o EXISTINGDUPLEXOUTLET SHEET TITLE: TlI „1111 „�„ - EXISTING QUADPLEX OUTLET PARTIAL FIFTH 1 1 1111 -w - lull �\ I FLOOR �\ 3 I — C EXISTING DATA/PHONE ROUGH IN LOCATION DEMOLITION, f 11 I 4✓\-�I ,FN- f• I a ,Th1-111 EXISTING COVERPLATE FLOOR PLAN, _ 4/ , 4 /A. J ///f // r / // /,/ �� - EXISTING BASE FEED REFLECTED _. / iiv / /• ;ii ��r CEILING PLANS, - , - EXISTING THERMOSTAT LEGEND + NOTES 11111 ' 1111 0 EXISTING LIGHT SWITCH 'I'll Lie . 1 . 01_ A 'L G DRAWN BY: BL LBEXISTING CEILING GRID 1 ' N' / ) CHECKED BY: MRT, PDK 1111 j � • ! _ E. EXISTING SUPPLY/RETURN VENT TO REMAIN 1M —_-.T SHEET: 5 1-1 • --) . a EXISTING CEILING MOUNTED SMOKE DETECTOR 1 IV I. , a EXISTING SPRINKLER HEAD . , III T . 1 ' `A V 7 1A1 .10 O O 0 0 0 O O 0 EXISTING EXIT SIGN EXISTING 2'X4` LIGHT FIXTURE TO REMAIN. HATCHED INDICATES FIXTURE ON 24-HOUR BATTERY BACK-U P JOB NO.2190952.02 A 11 3 PARTIAL 5TH FLOOR REFLECTED CEILING PLAN A PROPOSED EGRESS LIGHTING PATH. 1 FOOTCANDLE TO BE CONFIRMED BY SEPARATE PERMIT. NI A1.10 1/8.,_v-0„ PERMIT SETS 04/01/2019 •219095202s C:\TEMP\ACPUBL[SH_20528\02—A1.10.OW0 BL 04/01/19 12:17 1:98.00 FIRE SAFING AT RATED * LINCOLN STUD SIZE: 2 1/2" AT WALLS INDICATED ONE HOUR RATED ON PLANS WALLS BETWEEN FLUTES, II 7\71 NO FIRE SAFING PROVIDE UL DESIGN #U465 INCLUDING: REQUIRED AT DEMISING, NON-RATED WALLS LIMITING WALL HEIGHT TABLE \/ ' v . . •. v vQ • DEFLECTION HEAD WI 1/2" INTERIOR NON STRUCTURAL WALLS L/240 ® 5psf v DEFLECTION SPACE (DO • NOT FASTEN STUDS OR DESIGNATION SPACING MAX. WALL HEIGHT f----. I. 4 1 MIN GYP BD TO RUNNER) v 250S125-18 24" 8'-4" CONT 18 GA METAL PL �: II FASTENED TO DECK 250S125-18 16" 9'-7" Architecture a Interiors • • h::: 2'-0" OC STAGGERED Planning ■ Engineering METAL DECK _-= 250S125-27 24" 9'-10" AS OCCURS 1" MIN .:.: , 'I ' - FIREDAM SPRAY TYP, '` ' I .'-�" EACH SIDE OF TRACK OR 250S125-18 16" 11'-3" FIRE SAFING SEALANT TYP 362S125-18 24" 13'-5" FASTEN RUNNER TO -- SOUND ATTENUATION 362S125-18 16" 14'-4" INSULATION PL ® 2'-0" OC7. and,OR 5/8" TYPE 'X' GYP. BD. EA. SIDE 362S162-33 16" 16'-5" 0 2124 9560 METAL STUDS, SEE f '� ATTACH WITH 1" LONG TYPES 362S162-43 16" 18'-0" Vancouver,WA STUD HEIGHT SCREWS SPACED 8" OC ALONG EDGES TABLE ® 2'-0" OC AND 12" OC IN THE FIELD OF THE 600S162-33 16" 24'-6" 360.695.7879 BOARD. JOINT TAPE AND COMPOUND Seattle,WA (2 COATS TO JOINTS AND SCREW INTERIOR NON STRUCTURAL WALLS 206.749.9993 HEADS) WITH CERAMIC TILE FACING L/360 CP 5psf www.mcknze.com r : -/- BOTTOM TRACK TO FINISH FLOOR WITH DESIGNATION HEIGHT? SPACING MAXWALL HEI POWDER DRIVEN ANCHORS AT 4'-0" MACKENZIE. O.C. NO SEALANT AT SIM GOND 362S125-18 16" 12'-4" DESIGN DRIVEN I CLIENT FOCUSED Q CONT ACOUSTIC SEALANT EACH 4444362S125-33 16" 14'-3" Client [: SIDE AGAINST TRACK WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I CONCRETE SLAB I i 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. m cr 4 WALL - 1 HOUR 5 WALL HEIGHT TABLE I SHORE STEIN 5.10 TO STRUCTURE 3"=1'-0" ¢ • 5.10 Q , 3 FLOOR OR ROOF STRUCTURE .� POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERC 2 WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS 8" MAX. DIRECTLY TO WALL FRAMING CLIP VACACNY SPACE ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS 011PREP WITHIN 8" OF PERIMETER SUITE 545 — LATERAL BRACING WITH APPROVED VERTICAL , TENANT IMPROVEMENT COMPRESSION STRUT AT 12'-0" OC EA WAY • �J —it— COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 2 0. 3 LINCOLN // ATTACHED 10220 SW GREENBURG RD li • , TIGARD, OREGON WALL" �0• ,Q. i , Co a . .1) C OCELIIVQ EDGE AT WALL NTS � .4"O r' . . NOTE: FOR UNATTACHED WALLS PROVIDE A / 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 1 Sr G t ` N -- DO NOT SCREW BERC 2 CLIP TO TRACK '/ .. (2 TABLE MAX. LENGTH t F '.. $�� CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" DIA CONDUIT (EMT 5'-10" PO' ND, �' '� AAX MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 3 4" DIA CONDUIT EMT 7'-8" �' WIRE AT 4'-O" OC OR WITH #10 WIRE Al 5'-0" OC EA WAY i� ., � 6 -0 MAX 14* LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1 DIA CONDUIT EMT 9 -9 1?.�i' EA WAY. BEGIN BRACING WITHIN 6'-0" CF PERIMETER AND 2" SGL 162S12b-53 M L S UU 12'-0" OF 0 —� FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) . NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 162S125-33 15'-0" © MACKENZIE 2 APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS (1-5/8"x2OGA) ALL RIGHTS RES019ERVED THESE DRAWINGS ARE THE PROPERTY BLDG STRUCTURE. SGL 250S125-33 MTL STUD WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING 13'-6" OF MACKENZIE AND ARE NOT TO BE TRAPEZE DUCT WORK AND USED OR REPRODUCED IN ANY MANNER, BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND OTHER LARGE C2-1/2 x20GA) WITHOUT PRIOR WRITTEN PERMISSION ASTME580 OBSTRUCTIONS BACK TO BACK 250S125-33 15'-0" , MTL STUDS (2-1/2"x2OGA) 0 REVISIONS: Z 8 SUSPENDED CEILING BRACING REVISIONS REVISION DELTA 5'_i THIS CLOSING DATE 5.10 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS 2 ITo SHEET THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. -J 1 . I I . I CEILING LINE •' •• • I 1 , i SHEET TITLE: W = 6" INTERIOR DETAILS J (JJ �. 0 _ o I : v) • U =-� _ Q c \ 1 F-• I-- 0 I 0 I 0I a O JI— ❑ -1 - DRAWN BY: BL I OI t co ;,� �t• 1 CHECKED BY: MRT, PDK SHEET: U) m A5.10 0 z , • z JOB NO.219095202. QTYP. MOUNTING HEIGHTS.10 F'LHMI 151 I : 1t 0-112019 219095202\DRAWINq ARCHITECTURAL\02-A5.10.DWG BL 04/01/19 12:17 1:96.00