Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
BUP2021 -00108 VALIDITY EO PERMIT RECEIVED THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION S.W. IRVING ST. DOCUMENTS AND OTHER 1021 DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM CITY OF TIGARD REQUIRING THE CORRECTION BUILDING DIVISION ■ OF ERRORS. OSSC 105.4 Architecture = Interiors to Planning IS Engineering 7 � I TRIANGLE TRIANGLE III TENANT IMPROVEMENT Portland, OR CORPORATE Portland, OR \< PARK- Vancouver, WA 60 BUILDING III 9.4 SUITE 400 3Se Seattle, WA OFFICE COPY 206.749.9993 13221 SW 68TH PARKWAY CITY OFTIGARD, www.mcknze.com REVIE D FOR CODE COMPLIANCE MACKENZIE g Approved ` ] ` ] DESIGN DRIVEN I CLIENT FOCUSED TIGARD OTO. OREGON Permit#: 2A I 0A as 1- a-, 1 o R Client Address: I JOf<k=:X Suite#: � CBRE Date: CEI RICHARD ELLIS VICINITY MAP CODE SUMMARY LEGEND INDEX OF DRAWINGS GENERAL Project 0.0-VNOT TO SCALE EXIT EXIT ACCESS GO.01 TITLE SHEET, CODE SUMMARY, AND GENERAL NOTES SUITE 400 FIRE EXTINGUISHER LOCATION ARCHITECTURAL TENANT IMPROVEMENT • A1.10 DEMOLITION PLAN, FLOOR PLAN, REFLECTED CEILING PLAN, LEGEND AND NOTES .. . . — A5.20 INTERIOR DETAILS NOT IN SCOPE .... .. ... .. ........... ... ... . . . . . . . . . .. . ... ......... ..... ........ ... TRIANGLE III - — AREA RETURNED TO SUITE 420: 1,115 SF : ': 13221 SE 68TH PARKWAY L.. . . }: t:::::::..::.....::::::.::: ::.::::::.. .: ... . . ... .. /— — — — — TIGARD, OREGON .'.'.'.'.':.'.'.':.'.'}.'.'.':'.'. .'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'. '..'.'. .'.'.'.'.'... ... . ". .'...'.'.' ACCESSIBLE MEANS OF EGRESES PE OF WORK 97223 " 1.':': .":'. ,/ ... THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF / TRAVEL DISTANCE 300'-0" MAX. (TABLE 1016.1) ; D APPROXIMATELY 1,909 SQUARE FEET ON THE FOURTH FLOOR. WORK TO INCLUDE DEMOLITION, NEW 75 —0 WALLS, DOORS, RELITES AND LIGHTS. ....... .. . .. 04 ........:... ..... j ..: .: ... . PET R P.1 LTO . . _ A ... .'. ......::: : : : :: :: : :: :: . ... .':' . : C :. ... ..:.. ... ... ........ ... .'.•.'.'....'.'.:•:...':..... . .. . ... .. .. .. . .. . .. ... ... . . . . .... • ... ... . ...:..:.... ..... ........... ... ..... ... ...... .. ... ... ... . . ... . .. . . ORTLAND, OREGON ll .... ... ........... ... ..'...'........ .'.'. .'.'.'.'.'.'.'..'... ..'. .. . .. ....... DESIGN CODE DATA o '.'.'...'.'.'::.'. .'.'......'.'.'.'..... ... . . . . ... .... ................ ......: .'.'.'.'.':......... ..'.':. .'.'..:................. ... DESIGN/ CODE. . . .. .. .... . . ... ... . ... . ... 9 .... ... ............. ..................... ..... ... ... ..... . . ... ....... .. .. . . .. .. ......... ... ... ............................. . ... . .. . .... .. ... . .. . .. ............................. ... . .. . ................ . ... ... . . ... ........... ... ......................... ...... ... .• GOVERNING CODE. 2019 OREGON STRUCTURAL SPECIALTY CODE F ... ............. ........ ... ......... - - OCCUPANCY: B . . ................. ..... ... .......... ... .. ... ... . CONSTRUCTION TYPE: TYPE 1-B ............ ................ ... ... .. � TENANT AREA: APPROXIMATELY 9 SQUARE FEET OCCUPANCY LOAD: 13 © AL 1 9O MACKENZIE 2020 L RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF 1 REQUIRED EXIT, 1 EXIT PROVIDED. MACKENZIE AND ARE NOT TO BE USED :':'0:'.':':':. OR REPRODUCED IN ANY MANNER, ' . ' .. WITHOUT PRIOR WRITTEN PERMISSION ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE. BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY REVISIONS: GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. 2 CODE SUMMARY PLAN 0 Ina REVISIONS REVISION DELTA 0,0 4TH FLOOR NTS >_I THIS CLOSING DATE ¢o DEFERRED SUBMITTAL SHEET , SYMBOLSAND REFERENCES 2014 OSSC SECTION 106.3.4.2 (by separate permit) , FIRE SPRINKLER PROJECT NORTH ALARM —� PROJECT GENERAL NOTES MECHANICAL F , TRUE NORTH ELECTRICAL 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. FILLED ARROW B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. A NOTE: DESIGN BUILDERS FOR FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE 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 INTERIOR ELEVATION DETAIL# SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER, KEY MARK 12 ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN SHEET TITLE: SHEET# DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SUB-CATEGORY TTTLE SHEET, SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. CATEGORY CODE SUMMARY, E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE KEYNOTE0- CONTACTS AND GENERAL PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT,THE HIGHEST COST OPTION SHOULD BE PRICED. SPACE NAME NOTES F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. OFFIC SPACE # ARCHITECT ROOM/SPACE IDENTIFICATION 114 CONTRACTOR 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. ExlgT. FLOOR FINISH P RB MACKENZIE PACIFIC CREST STRUCTURES INC H. DO NOT SCALE DRAWINGS. WALL BASE FINISH 1515 SE WATER AVE, SUITE 100 17750 SW UPPER BOONES FERRY RD I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. WALL FINISH PORTLAND, OR 97214 SUITE 190 DURHAM, OR 97224 DRAWN BY: SW 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 CONTACT: DINA RADZWILLOWICZ RECYCLING/RE-USE OF DEMOLITION DEBRIS. DOOR SYMBOL NUMBER tOtA TEL: 503.224.9560 CONTACT: TBD CHECKED BY: DMR, PPA FAX: 503.228.1285 TEL: TBD T — _ 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 REVISION # EMAIL: dmr@mcknze.com EMAIL: TBD SHEET: 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. REVISION MARK CITY OF TIGARD L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. LANDLORD OWNER Approved by Planning GO.01 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 REVISION CLOUD CB RICHARD ELLIS CARRIE GRIFFITHS, CBRE Date: sl u 21 WITH THE OWNER. 1420 5TH AVENUE, SUITE 1700 1420 5TH AVE, SUITE 1700 Initials: SEATTLE, WASHINGTON 98101 SEATTLE, WA 98101 CONTACT: CARRIE GRIFFITHS TEL 206.292.6023 JOB NO'2080243.48 TEL: 206.292.6023 FAX: carrie.griffiths@cbre.com PERMIT SET-• 04/27/2021 208024348. C:\TEMP\ACPUBLISH_10664\GO-01.DWG SW 04/27/21 16:27 1:96.00 6 5.20 16'-5" T 5 I o - - --- 13 _: I • � CONFERENC � � � � ____ � ___ s s P402 14 I ; - I _ X Architecture • Interiors z z I z ST. _ ._ z Q RB -o ® ® Planning • Engineering m coN w AA i ( OPEN m I 12 OFFICE F u~_i 57< I U 10 I 403 I x�x W 5.20 Ci EXIST. W 4 W J P-1 RB L Portland, OR LLI BB 15 11 21 503.224.9560 + A10 T I � o T Vancouver, WA - - - 360.695.7879 Seattle, WA 6,q0NORUER Iq 206.749.9993 BREAK aFt =F1 Sol 0 T 19 W 405 404 x wWW.mcknze.com 1 2 Q 23 Az P-1 P-1 ____- :::::: __ 44 4'-s" H M AC K E N Z I E. +5 + p + T Z 16 + T DESIGN DRIVEN CLIENT FOCUSED 4'-7" a Client z >a r z Lu 12 LIBRARY 20 j X Z ¢ 5/20 [Pi PRIS W x X CBRE 5'-5"j 8'-10" _ T CB RICHARD ELLIS 18 17 1 DEMOLITION PLAN 2 FLOOR PLAN 3 REFLECTED CEILING PLAN SUITE 400 A1.10 1/8"=1'-0" A1.10 1/8"=1'-0" TENANT IMPROVEMENT LEGEND GENERAL PLAN NOTES KEYNOTES 13221 SEE III PARKWAY A. SEE ARCHITECTURAL GENERAL NOTES ON AO.01 FOR ADDITIONAL INFORMATION 1. EXISTING CASEWORK AND EQUIPMENT TO REMAIN. 13. RELOCATED BRANDING, COORDINATE REQUIREMENTS TIGAW' OFEEGON B. SEE A5.20 FOR WALL TYPES WITH TENANT. 97223 _ 2. DEMOLISH EXISTING WALL AND CLERESTORY GLAZING c PANEL. 14. RELOCATED CHAIR RAIL. EXISTING CONSTRUCTION TO BE DEMOLISHED C. PRIOR OF DEMOLITION/CONSTRUCTION START, CONFIRM REUSE OF EXISTING BRANDING. SEE PLAN FOR EXISTING BRANDING LOCATIONS AND COORDINATE WITH TENANT. /�jj�� D. KEEP EXISTING FURNITURE STORED IN RETURNED SUITE 420 UNTIL COMPLETION OF CONSTRUCTION. COORDINATE WITH TENANT. 3. CREATE OPENING FOR NEW BUILDING STANDARD ENTRY 15. PROVIDE BLOCKING, POWER/DATA FOR RELOCATED TV. �so 'Vqj� o EXISTING WALL TO REMAIN E. EXISTING FLOORING AND RUBBER BASE TO REMAIN. NEW RUBBER BASE AT NEW WALLS ONLY AND/OR ENTIRE WALLS/ROOMS WHERE AFFECTED BY CONSTRUCTION TO DOOR AND RECITE. 16. RELOCATED GLAZING AND SLIDING DOOR SYSTEM, 3041 f MATCH EXISTING 4. RELOCATE FULLY GLAZED DOOR AND CLERESTORY INSTALL TO MATCH EXISTING CONDITIONS, SEE 12/A5.20. �J~ P ER LT EXISTING 1-HOUR RATED WALL TO REMAIN m �[y7 F. USE EXISTING CARPET TILES FROM RETURNED SUITE 420 TO PATCH FLOORING DUE TO NEW CONSTRUCTION/DEMOLITION. GLAZING PANELS WITH TOP AND BOTTOM TRACKS TO NEW 17. NEW BUILDING STANDARD ENTRY DOOR AND T-0" RELITE, y EXISTING 2-HOUR RATED WALL TO REMAIN CONFERENCE ROOM, WHERE INDICATED. SEE 9/A5.20. • • G. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. � PORTLAND, OREGON EXISTING DEMISING TO REMAIN 5. RELOCATE EXISTING BRANDING TO NEW CONFERENCE ?iO H. PAINT THROUGHOUT TO MATCH EXISTING. LOW V.O.C. PAINT SYSTEMS TO BE UTILIZED,TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. ROOM, WHERE INDICATED. 18. RELOCATED CARD READER, COORDINATE REQUIREMENTS ® NEW DEMISING WALL, SEE 5/A5.20WITH TENANT. OF Og I. SEE A0.01 FOR ADDITIONAL INFORMATION ON FIXTURE MOUNTING HEIGHTS.ALL REQUIRED ADA CLEARANCES ARE TO FACE OF FINISH. 6. RELOCATE EXISTING CHAIR RAIL TO NEW CONFERENCE m NEW WALL TO 6"ABOVE GRID, SEE 4/A5.20 J. SUSPENDED ACOUSTICAL TILE CEILINGS AT 9'-0"AFF IF ON 04122/21), UNLESS OTHERWISE NOTED. 19. PROVIDE NEW TRANSITION STRIP AT EXISTING FLOORING WHERE INDICATED. TO ACHIEVE SMALLER PROFILE. EXISTING FLUSH FLOOR POWER AND DATA LOCATION K. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. 7. RELOCATE EXISTING TV , WHERE INDICATED, 20. PROVIDE NEW PHONE BOARD WITH (1) DEDICATED © MACKENZIE 2020 RESERVED EXISTING DUPLEX OUTLET H. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. 8. RELOCATE EXISTING GLAZING AND SLIDING DOOR SYSTEM QUADRUPLEX OUTLET, COORDINATE REQUIREMENTS FOR THESE DRAWINGS ARE THE PROPERTY OF L PROVIDE HOLE FOR PENETRATION THROUGH SUSPENDED ACOUSTICAL TILE FOR ELEMENTS INCLUDING, BUT NOT LIMITED TO, SPRINKLER HEADS, CONDUITS, ETC., OF TO NEW LIBRARY, WHERE INDICATED. NEW SERVER WITH TENANT. MACKENZIE AND ARE NOT TO BE USED EXISTING QUADPLEX OUTLET SUFFICIENT SIZE TO ACCOMMODATE ONE (1) INCH OF LATERAL MOVEMENT IN EVERY DIRECTION OF ASSEMBLY PENETRATING CEILING PLANE. PROVIDE ESCUTCHEON TO OR REPRODUCED IN ANY MANNER, 9. RELOCATE EXISTING CARD READER, WHERE INDICATED. 21. REWIRE LIGHTING FIXTURE FOR 24-HOUR BATTERY WITHOUT PRIOR WRITTEN PERMISSION p EXISTING DATA/PHONE ROUGH IN LOCATION CONCEAL GAP BETWEEN CEILING TILE AND PENETRATING ELEMENT. BACK-UP. 10. KEEP EXISTING LVT AND TRANSITION STRIP. J. RELOCATE EXISTING CEILING ELEMENTS IN CONFLICT WITH NEW CONSTRUCTION. REVISIONS: • EXISTING COVERPLATE 22. RELOCATE SPRINKLER. Z 11. RELOCATED FULLY GLAZED DOOR, SEE 9/A5.20 K. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2X2 PORTION OF 2X4 TILE, UNLESS 0 C» EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA OTHERWISE NOTED. 12. RELOCATED CLERESTORY GLAZING PANEL AND TOP AND 23. COORDINATE ACCENT PAINT COLOR AND MURAL WITH >� THIS CLOSINGREVISION DATE DELTA BF EXISTING BASE FEED L. LIGHTING FIXTURES, MECHANICAL GRILLS, SECURITY DEVICES AND LAYOUT SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. DESIGN-BUILD ELECTRICIAN RESPONSIBLE FOR BOTTOM TRACKS, INSTALL (2 OF 3) 6'-0"WIDE SECTIONS, TENANT. x SHEET o FINAL LAYOUT AND CONFIRMATION OF COMPLIANCE WITH OREGON ENERGY CODE. SEE 12/A5.20 'j) EXISTING THERMOSTAT z EXISTING LIGHT SWITCH NEW DUPLEX OUTLET ALTERNATE KEYNOTES 0 NEW DEDICATED QUADRUPLEX OUTLET PROVIDE ALTERNATE PRICING FOR THE FOLLOWING ITEMS p NEW VOICE/DATA ROUGH IN LOCATION AA. PROVIDE NEW FLUSH FLOOR ELECTRICAL AND DATA CENTERED IN ROOM. BB. PROVIDE BLOCKING, POWER AND 3-PORT DATA FOR RELOCATED TV. NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION RELOCATED CARD READER LOCATION SHEET TITLE: DEMOLITION $os NEW LIGHT SWITCH WITH OCCUPANCY SENSOR I PLAN, FLOOR EXISTING CEILING GRID PLAN, REFLECTED ®Z EXISTING SUPPLY/RETURN VENT TO REMAIN I CEILING PLAN, 1 O EXISTING CEILING MOUNTED SMOKE DETECTOR LEGEND ANDNOTES 9 EXISTING SPRINKLER HEAD FE DRAWN BY: SWO FIRE EXTINGUISHER CABINET LOCATION 9 EXISTING EXIT SIGN CHECKED BY: DMR, PPA 10 NEW EXIT SIGN SHEET: (� EXISTING 2'X4' LIGHT FIXTURE TO REMAIN. HATCHED INDICATES FIXTURE ON 24-HOUR BATTERY ISI BACK-UP. A1m10 7"7 NEW OR RELOCATED 2'X4' LIGHT FIXTURE. HATCH INDICATES FIXTURE ON 24-HOUR BATTERY BACK-UP. ® NEW OR RELOCATED 2'x2'LIGHT FIXTURE. HATCH INDICATES FIXTURE ON 24-HOUR BATTERY JOB N0.2080243.48 �p SOUND ATTENUATION BATT INSULATION CENTERED ON WALL 12 KEY PLAN � ALIO FOURTH FLOOR I-PERW SET: 04/27/2021 208024348\DRAWNGS\ARCHITECTURAL\A1-10.DWG SW 04/27/21 16.22 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT SERC 2 / 362S125-33 METAL STUDS v WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS CLIP 8" MAX. / / (MAX 7'-0" DIAGONAL ° v� v EXISTING METAL DECK DIRECTLY TO WALL FRAMING / / LENGTH, USE WIDER FLANGE) BRACING TO ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS o ° / �` / STRUCTURE ABOVE AT v CONTINUOUS ACOUSTIC / / / WITHIN 8" OF PERIMETER ® SOUND BATT AS OCCURS, SEE PLAN 45 SHEET METAL SCREWS AT SEALANT, EACH SIDE ■ LATERAL BRACING WITH APPROVED VERTICAL FOR LOCATIONS, IF EACH END. BRACING TO 2" DEEP TOP TRACK TO COMPRESSION STRUT AT 12'-0" OC EA WAY \Y' ' � APPLICABLE BE PROVIDED WHERE EXISTING STRUCTURE COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB 2" � � � Q DISTANCE BETWEEN Architecture ■ Interiors o� PERPENDICULAR Planning ■ Engineering "ATTACHED �� , INTERSECTING WALLS OR 1/2" DEFLECTION SPACE WALL" m HORIZONTAL BRACING ' .aa BETWEEN WALLS EXCEEDS OO co 8'-0' OC A CEL EDGE AT WALL 4'-0" WIDE 3" SOUND A NNTS OTE: FOR UNATTACHED WALLS PROVIDE A SAT CEILING WHERE ATTENUNOTED ATION BATT Portland, OR 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 503.224.9560 -- DO NOT SCREW BERC 2 CLIP TO TRACK METAL STUDS SEE SPAN Vancouver, WA 1>-V% TABLE FOR GAUGE AND 360.695.7879 CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE MAX. LENGTH SPACING SUSPENDED CEILING $" 1 2" DIA CONDUIT EMT Seattle, WA A MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 (EMT) 5'-10" GYPSUM BOARD 206.749.9993 3 4" DIA CONDUIT EMT 7'-g" GYP BD EA SIDE BOTTOM TRACK TO FINISH WIRE AT 4'-0" OC OR WITH 110 WIRE AT 5'-0" OC EA WAY EACH SIDE www.mcknze.com 6'-0" MAX LATERALLY BRACE MAIN RUNNER 70 STRUCTURE AT 12'-0" OC 1" DIA CONDUIT EMT g'-9" FLOOR W/ POWDER DRIVEN SOUND ATTENUATION EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" - 12'-0" ANCHORS AT 4'-0" OC METAL STUDS. INSULATION AS OCCURS MACKENZIE . FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 1-5 8"x20GA) SEE [X/XX.X] FOR SIZE AND DESIGN DRIVEN 1 CLIENT FOCUSED NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES 70 BE OF AN BACK TO BACK 162S125-33 15'-0" CONT ACOUSTIC SEALANT SPACING CONTINUOUS ACOUSTIC APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5 8"x2OGq EA SIDE AGAINST TRACK SEALANT EACH SIDE Client WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 2505125-33 MTL STUD 13'_6^ 1/2" MAX NO SEALANT AT SIM COND AGAINST TRACK 1 2" 2OG BRACING TO COMPLY WITH ASCET ASTMC635, ASTMC636 AND TRAPEZE DUCT WORK AND 2- xA ASTME580 OBSTRUCTOTHER IONS 1 2" MAX w GE BACK TO BACK 2505125-33 15'-0" / MTL STUDS (2-1/2"x2OGA) p CONCRETE SLAB CONCRETE SLAB 2 SUSPENDED CEILING BRACING ~ s WALL — 6� ABOVE GRID CIO a WALL — DEMISING 5.2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z 5.2 AT FLOOR AND SUSPENDED CEILING 3"=1'-O" 3 5.2 AT FLOOR AND DECK 3"=1'-0 3 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. TOP OF WALL DETAIL PER 4/A5.20 Project GYPSUM BOARD WALL AS OCCURS SUIT 362S125-43 STUD E 4W GYPSUM BOARD PARTITION BRACING TO UNDERSIDE_ __ __ I OF EXISTING FLOOR/ TENANT IMPROVEMENT OU STUD D BLE AT JAMB SPAN TABLE FOR METAL STUDS SOUND ATTENUATIONROOF ® TING DC TYPICAL BATT WHERE OCCURS \ \ I SMSATEA END (2) #8 T IAN X-E III DESIGNATION STUD comxnom - wmoR PmTtiIONESLINE OF SILL AS OCCURS \ I 'DW C AY CALCULATED USING 5 PSF AND L/240 97= 3625125-18 ALL WALLS it'-0" TO 12'-0" IN HEIGHT - 16" OC ALUMINUM TRIM PIECE BUILDING STANDARD 3625125-18 ® 16" oc � 362S125-18 ALL WALLS UNDER 11'-0" IN HEIGHT - 24" OC "CEE" W/ 1-1/2" 45' c�1�` 9 RETURNS, FINISH TO 1 ALL WALLS 12'-0" TO 16'-0" IN HEIGHT - 16" OC MATCH WINDOW FRAMES 3041 fry 362S162-43 ALL WALLS WITH TILE FINISH I SAT CEILING PER PLANS P R LT LL MIRRORED WALLS IN 70ILET ROOMS w a 1/4" TEMPERED RELITE I B CEILING NEOPRENE SEAL a AS OCCURS, PROVIDE I 9'-0" AFF PORTLAND, OREGON �1 3625162-68 ALL WALLS 16'-0" TO 24'-0" IN HEIGHT - 12" OC LLI Ct w" C" CHANNEL AT TOP I 9 Og AND BOTTOM B GYP BD OF MATCH EXISTING BUILDING GLAZING GYP BD SYSTEM GLAZING CHANNEL C MACKENZIE 2020 WALL PER PLAN O _ ALL RIGHTS RESERVED GLAZING CHANNEL AND THESE DRAWINGS ARE THE PROPERTY OF DOOR PIVOTMACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, TEMPERED GLAZING PER 0 WITHOUT PRIOR WRITTEN PERMISSION SPECIFICATION j Li o WALL BEYOND F REVISIONS: s SPAN TABLE FOR METAL STUDS s WALL AT EXTERIOR MULLION 7 DOOR — TIMELY SIDELIGHT s DOOR — GLAZED SOFFIT m � REVISIONS REVISION DELTA Cr » THIS CLOSING DATE NTS a 52 3"=1'-0" ¢ " HEAD SIMILAR 3"=1'-0' po rJ2 1 1/2"=1'-0" po �o SHEET U) 3 p p 8 7 ATTACH FRAME AS RELOCATED TOP TRACK 5.2 5.2 RECOMMENDATIONS, RELOCATED TOP AND SLIDING DOOR TYP AND BOTTOM SYSTEM TRACK BUTT JOINTS, BUTT JOINTS, 4" TEMPERED GLASS, TYPICAL TYPICAL RELOCATED GLAZING, o / RELOCATED GLAZING, TYPCIAL ' / FULL HEIGHT TYPCIAL / SHEET TITLE: TEMPERED RELITE � WHERE OCCURS INMRM DETAILS BUILDING STANDARD 6'-0" 6'-0" Z RELOCATED SLIDING DOOR DOOR HARDWARE w UJ c� z I C ~ OD 00 00 `- z ¢ w \ 7 X U) FU- 5.2 = U) � DRAWN BY: SW CHECKED BY: DMR, PPA FIN FLR FIN FLR INSTALL RELOCATED SHEET: C-BRACKET FASTENERS, TYPICAL A EXIST. B 3'-0" 2'-0" Cal 1'-9" 3'-11" 6'-10" 11 in:EA5. n0 FULLY GLAZED - FROM EXISTING FULL VISION PANEL WITH SIDELITE AT ANGLE w ¢ ¢ ¢ s DOOR TYPES o �o CLERESTORY RELITE o i2 BUTT JOINT GLAZING + SLIDING DOOR o JOB NO2080243.48 5.2 1/2"=1'-O" 5.2 RELOCATED BUTT JOINT CLERESTORY 1/2"=1'-0" 5.2 RELOCATED FROM EXISTING 1/2"=1' MI I SET: 04/27/2021 .208024348. C:\TEMP\ACPUBUSH-10664\A5-20.DWG SW 04/27/21 16:27 1:96.00