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Plans (2) BUP2020 -00020 RECEIVED JAN 2 9 2020 sws� t ARCHITECTURAL LEGEND 1JI' NIG !)1Vl i 3011 ��nI,, '7iU(slt�nl H+1+++x*H+H ++1 = tA m EXISTING CONSTRUCTION TO BE DEMOLISHED STRUCTURED PPAKW EXISTING WALL TO REMAIN PRODAPT —_7P -■-EngfnGering m EXISTING 1-HOUR RATED WALL TO REMAIN o�. � o EXISTING 2-HOUR RATED WALL TO REMAIN EXISTING DEMISING TO REMAIN TENANT I 4 e o NEW 1-HOUR RATED WALL, SEE 3/A5.20 - 503.2249560 a�l�f ® NEW DEMISING WALL, SEE 4/A5.20 U I T E 630 �WA NEW WALL TO UNDERSIDE GRID, SEE 5/A5.20 Approved plans 36a�9879 LINCOLN TOWER shall be on job site. Aza6206.749-.9993wa, EXISTING DUPLEX OUTLET V✓VYW.nTdmzexam EXISTING QUADPLEX OUTLET 10260 GREENBURG RD . EXISTING COVERPLATE MACKENZIE OFFICE COPY �, IVE„ ,«ENTF� 1 u m D+ EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA TIGARD OREGON Client o, EXISTING THERMOSTAT AREA OF WORK SW0skSbW $ EXISTING LIGHT SWITCH VALIDITY OF PERMIT / NEW DUPLEX OUTLET THE CE OF A BASED ON CONSTRUCTION s rI o a e s T E 1 x 1 VICINITY MAP NEW DEDICATED OUTLET DOCUMENTS AND OTHER DATA SHALL NOT PREVENT 0,0 NOT TO SCALE > NEW DEDICATED QUADRUPLEX OUTLET THE CODE OFFICIAL FROM INDEX O F DRAWINGS REORING THE CORRECTION �A7 NEW VOICE/DATA ROUGH IN LOCATION OFF ERRORS. OSSC 105.4 NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION GENERAL GO.01 TITLE SHEET,SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES Project BF NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS ARCHITECTURAL PRODAPT BF NEW BASE FEED, (2) CIRCUITS A1.10 DEMOLITION PLAN, PARTIAL SIXTH FLOOR PLAN AND NOTES SUITE 630 $� NEW LIGHT SWITCH WITH OCCUPANCY SENSOR A1.20 DEMO RCP, REFLECTED CEILING PLAN AND NOTES A4.10 ELEVATIONS, CABINETRY DETAILS AND SCHEDULES TENANT NEW LIGHT SWTICH A5.20 DETAILS IMPROVEMENT EXISTING 2X2 CEILING GRID SCOPE OF WORK 10260 GREENBURG RD. TIGARD, OREGON NEW 2X2 CEILING GRID THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF APPROXIMATELY 4,287 SQUARE FEET ON THE SIXTH FLOOR OF TWELVE FLOORS TOTAL, WORK TO EXISTING GYPSUM BOARD CEILING INCLUDE DEMOLITION, NEW WALLS, DOORS, RELITES, CABINETRY AND FINISHES. EXISTING FIRE STROBE VALUATION: $90,000 Ako EXISTING SPRINKLER HEAD `` o EXIT EXR ® 10 PA D LI y - �� ® — ® EXISTING EXIT SIGN �® PROPOSED NEW EXIT SIGN LOCATION DESIGN/CODE DATA Ls ✓' r 1 EXISTING SUPPLY/RETURN VENT TO REMAIN A ® GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE `7 =e RELOCATE EXISTING 2X4 LED LIGHT FIXTURE OCCUPANCY: B --------- CONSTRUCTION TYPE: TYPE 1-B OF O EXISTING 2X4 LED LIGHT FIXTURE TO REMAIN TENANT AREA: APPROXIMATELY 4,287 SQUARE FEET OCCUPANCY LOAD: 43 MACKENZIE 2020 ® EXISTING 24 HR. 2X4 LED LIGHT FIXTURE TO REMAIN © ALL RIGHTS RESERVED 2 REQUIRED EXITS, 2 EXITS PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF BNEW OR RELOCATED 2X4 LED LIGHT FIXTURE MACKENZIE AND ARE NOT TO BE USED BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY OR REPRODUCED IN ANY MANNER, ® PROPOSED NEW 24 HR. 2X4 LED LIGHT FIXTURE LOCATION GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. WITHOUT PRIOR WRITTEN PERMISSION ® NEW PENDANT LIGHT FIXTURE 2 CODE SUMMARY P LANCITY OF TIGARD REVISION SCHEDULE PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRM THROUGH SEPARATE 6TH FLOOR NTS REVIEWED FOR CODE COMPLIANCE PERMIT Delta Issued As Issue Date SEPARATE PERMIT Approved: [ ] CODE SUMMARY LEGEND 2019 OSSC SECTION 107.3.4.1 VIL4 I V1 (BY SEPARATE PERMIT) EXIT EXIT ACCESS FIRE SPRINKLER Permit FIRE ALARM Address: PROJECT GENERAL NOTES ® ILLUMINATED EXIT SIGN MECHANICAL Suite #: 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. AREA OF WORK PLUMBING By: ._ Dater EXIT ILLUMINATION B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. DIAGONAL DISTANCE = 98'-6° NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF DIAGONAL = 32'-8" (MIN. DISTANCE ALLOWED) THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SHEET TITLE: D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR — — — DISTANCE BETWEEN EXITS: 39'-2" ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TITLE SHEET, COMMON PATH OF EGRESS TRAVEL = 26-1" SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. CONTACTS SITE PLAN, KEY E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS SYMBOLS AND REFERENCES PLAN, CODE TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. PROJECT NORTH ARCHITECT CONTRACTOR SUMMARY, F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. NORTH ARROW TRUE NORTH MACKENZIE RUSSELL CONSTRUCTION LEGEND AND 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 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE ACCESS FLOOR. FILLED ARROW PORTLAND, OR 97214 TUALATIN, OR 97062 NOTES H. DO NOT SCALE DRAWINGS. DETAIL# CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: CAK INTERIOR ELEVATION TEL: 503.224.9560 TEL: 503.692.9002 I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. KEY MARK 120 SHEET# FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD SUB-CATEGORY EMAIL: LCARPENTER@MCKNZE.COM CCB: 58918 CHECKED BY: MRT, PDK REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. CATEGORY SHEET: LANDLORD/OWNER 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 KEYNOTE CITY OF TIGARD G0m01 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 SPACE NAME SHORENSTEIN REALTY SERVICES 5335 MEADOWS ROAD, SUITE 275 Approved by Planning OCCUPANCY BY TENANT. O SPACE # LAKE OSWEGO, OREGON 97035 ROOM/SPACE IDENTIFICATION Date: :- -lata kP FLOOR FINISH fnitlalS: SC- L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. CONTACT: ROB FABIAN WALL BASE FINISH TEL: 503.412.4844 JOB NO. 190954.15 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 WALL FINISH EMAIL: RFABIAN@SHORENSTEIN.COM COORDINATE WITH THE OWNER. DOOR SYMBOL NUMBER 101A PERMIT SET: 01/20/2020 '219095415"C:\TEMPWCPUBLISH 13108\15 GO.OI.DWG CAK 01/20/20 12:46 1:96.00 DEMOLITION GENERAL NOTES A. REMOVE EXISTING FLOORING AND RUBBER BASE AT EXPANSION AREA ONLY. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A4.10 FOR FINISHES. ■ T B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK, ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE >aN CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE ISSUED. ri C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. - - -- 1ft D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD �5 tt ii REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. {FJ} 3j•x In glI(g N E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS =- REQUIRED. 4'-1-1 ON F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. ......••• G. 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 4 � 1°' ARCHITECT/DESIGNER. ++--�-•• _==_ : _ ver,WA "� t7 H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. 6b95.7879 :; '; Seattle, WA 652 652 -4771 )0t - _ -_ Ad ____________________it__------------- ---_ FLOOR PLAN GENERAL NOTES 206.749.9993 __________ ■ ;: ? :::: www.nTcknze.com '-' A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. M J!I�C K E N Z I E T ea : B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. GIVEN I CLIENT FOCUSED --------------------- 6�--------------------- C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. Client D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD ;: G'\;, UNLESS NOTED OTHERWISE. ' t F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OBSERVATION, OF AREAS OF S H 0 R E s T E I N WORK ONLY, HAS BEEN PERFORMED (ON 01/15/2020, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. �==='= G. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. Project K. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. PRODAPT L. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. SUITE 630 VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY TENANT ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. T ao M. ADD SOUND INSULATION IN ALL NEW WALLS. IMPROVEMENT 10260 GREENBURG RD. KEYNOTES TIGARD, OREGON 1 DEMOLITION PLAN 1. ALIGN NEW WALL WITH EXISTING WALL. 1 .1 1/8"=1'-0" 2. ALIGN NEW ALL WITH EDGE OF EXISTING BUILDING COLUMN. 3. ALIGN AND SEAL NEW WALL AT EXISTING MULLION, SEE DETAIL 6/A5.20 FOR REFERENCE. MODIFY EXISTING WINDOW COVERINGS AS REQUIRED. PA D Ll 5'-0" 17'-8"f 9'-4N 10'-6" 4. EXISTING CARPET TILE AND RUBBER BASE TO REMAIN, UNLESS NOTED OTHERWISE. NEW CARPET TILE AT EXPANSION AREA ONLY, TO MATCH EXISTING. NEW RUBBER BASE AT NEW WALLS ONLY/AND 13 OR ENTIRE WALLS/ROOMS WHERE AFFECTED BY CONSTRUCTION, TO MATCH EXISTING. (1 ORT TYP. 11 2 5. PATCH, REPAIR AND PAINT CORRIDOR WHERE AFFECTED BY CONSTRUCTION, TO MATCH EXISTING. 6. PATCH AND REPAIR WALLS WHERE AFFECTED BY CONSTRUCTION. PAINT NEW AND EXISTING WALLS OF O FILE STORAGE IT STORAGE °0 THROUGHOUT. 614 613 CONFERENCE 7. PROVIDE MARKER BOARD PAINT, P-2, ASSUME (1) WALL AT EACH OFFICE, CONFERENCE ROOM, 5 MACKENZIE 2020 VCT-1 VCT-1 W�12 ALL RIGHTS RESERVED TYP. 617A P-1 B- P-1 B- 12 ENTERTAINMENT ROOM AND OPEN OFFICE. CONFIRM FINAL LOCATIONS AND SPECIFICATIONS WITH THESE DRAWINGS ARE THE PROPERTY OF ext i 614A T 613A TENANT. MACKENZIE AND ARE NOT TO BE USED EXI — OR REPRODUCED IN ANY MANNER, CPT8. NEW P-LAM UPPER AND LOWER CABINETRY. WITHOUT PRIOR WRITTEN PERMISSION TGORRIDOR W 15 7 9. NEW P-LAM UPPER AND LOWER CABINETRY, BUILDING STANDARD DISHWASHER, SINK, AND N 617 61 A 615 I 1 EYICPT-2 ExI TILE CPT-1 TIE TILE v 612A FLOODSTOPPER AT EXISTING PLUMBING LOCATION. REVISION SCHEDULE 601A ,P �a CP P-1 B_ OPEN OFFICE 10. PROVIDE NEW 4'X8' PAINTED PLYWOOD PHONE BOARD WITH (1) DEDICATED QUADRUPLEX OUTLET. Delta Issued As Issue Date + IV SERVER vCPT TILE r, 9. 11. PROVIDE POWER/DATA AND BLOCKING FOR TENANT INSTALLED TV. CONFIRM FINAL LOCATION WITH T 1 616 "616A p PTB_ S\ \ TENANT. EXIST ENTRY BREAK 9 VCT-1 Se 6'-9' 2 601 A4•10 602 10 P-1 B-1 12. INFILL EXISTING DOOR OPENING WITH PAINTED GYPSUM WALL BOARD AT NEW DEMISING WALL EX. LVP I LOCATION. ■ P-1 Ex 602A P 1 Es' s� OFFICE 13. WHERE EXISTING WALL BECOMES NEW DEMISING LOCATION, EXTEND WALL TO STRUCTURE. COPEx1sr 610A Mipl-T-1 14. FINAL BASE FEED LOCATIONS TO BE CONFIRMED BY TENANT AND TENANT'S FURNITURE VENDOR. 3 8 A4.10 F6jON4 1 O7 15. CONTRACTOR TO PROVIDE SWITCH FOR CEILING PROJECTOR. 14 LANDLORD KEYNOTES TYP. _ OPEN OFFICE AA. PROVIDE NEW BUILDING STANDARD MANUAL ROLLER SHADES AT EXTERIOR WINDOWS SHEET TITLE: 4 605 6 EX 609A THROUGHOUT. CONFIRM FINAL SPECIFICATIONS WITH LANDLORD. DEMOLITION OPEN OFFICE PLAN 7 ® O f PARTIAL MEk SIXTHFLOOR ' ' " ENTERTAINMENT PLAN AND 3 609EX. NOTES 606A 607A 608A P-1 RF&1 AA OFFICE =Q OFFICE OFFICE DRAWN BY: CAK 606 ME EX.P-1 ar�I CHECKED BY: MRT, PDK D O T O SHEET: 2 PARTIAL SIXTH FLOOR PLAN A1 . 10_ JOB NO. 2190954.15 PERMIT SET: 01/20/2020 `219095415'C:\TEMP\ACPUBLISH 13108\15 A1.10.DWG CAK 01/20/20 12:46 1:96.00 ;S,i ■ ..i O p TV,.ZWfVI'VII Cb , e • C GENERAL NOTES -Vaumviii;WA ° ° F"T t*1 ` pWA A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8' 11m k (EXISTING)AFF, UNLESS NOTED OTHERWISE. 7 ----- -- - B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 1/A5.20. C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING WWvv.lnc f Jim PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. 5 MACKENZIE. FS FS D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT,ALL ELECTRICAL DRAWINGS WILL BE BY yj 8 B SEPARATE PERMIT. '� WIVEN FLUENT E�uEs E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. Client F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE iE" e ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR S H O R E s T E I N TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY Fi; CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE e 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 FS REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. o ° "Irl p p -4- 1 11 7/ KEYNOTES Project PRODAPT FS ° FS FS 1. EXISTING SAT MAIN GRIDLINE, TYPICAL,AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS SUITE 630 p e LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES.ANY VARIATIONS TO BE TENANT ° CONFIRMED ON SITE BY CONTRACTOR. IMPROVEMENT ° ° p 2. NEW LIGHT FIXTURES AT EXPANSION SUITE ONLY,TO MATCH SUITE 625. 10260 GREENBURG RD. 3. PROVIDE NEW LED PENDANT LIGHT FIXTURE.ASSUME (1) FIXTURE WITH AN ALLOWANCE OF$1,450 TIGARD, OREGON (MATERIAL COST ONLY). CONFIRM FINAL SELECTION AND LOCATION WITH TENANT. DEMO RCP 4. PROVIDE SUPPLEMENTAL COOLING SYSTEM. CONFIRM FINAL SPECIFICATIONS WITH TENANT. 5. RELOCATE PROJECTOR SCREEN CEILING ASSEMBLY. 1 .2 1/8" V-0" 6. RELOCATED PROJECTOR SCREEN CEILING ASSEMBLY. CONTRACTOR TO CONFIRM EXISTING C'I PROJECTOR SCREEN IS IN GOOD WORKING ORDER. PROVIDE NEW AS REQUIRED. CONFIRM FINAL SPECIFICATIONS WITH TENANT. PROVIDE STRUCTURAL BRACING AT CEILING,AS REQUIRED. PA D U 7. PROVIDE NEW CEILING POWER FOR PROJECTOR SYSTEM. CONFIRM FINAL POWER REQUIREMENTS WITH TENANT AND TENANTS VENDOR. • OR 0 8. PATCH, REPAIR AND ALIGN GRID AT DEMOLISHED DEMISING WALL,AS REQUIRED PER .1 ier DEMOLITION/CONSTRUCTION. 9. PROVIDE NEW GRID AND TILE,AS REQUIRED, WHERE AFFECTED BY CONSTRUCTION,TO MATCH Or O EXISTING. 6 MACKENZIE 2020 10. PATCH AND REPAIR CORRIDOR CEILING WHERE AFFECTED BY CONSTRUCTION,TO MATCH EXISTING. © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 3 9 REVISION SCHEDULE p Delta Issued As Issue Date p 4 p p p 2 T p g p — 1 41 YP Fs e p p SHEET TITLEolf : DEMO RCP, ° REFLECTED FS001 CEILING PLAN TYP. AND NOTES FS O p p DRAWN BY: CAK p FS FS FS CHECKED BY: MRT, PDK p SHEET: ° p A1 . 20 2 REFLECTED CEILING PLAN � 1 .2 1/8"=V-0" JOB NO. 2190954.15 PERMIT SET: 01/20/2020 `219095415'C:\TEMPWCPUBLISH 13108\75 A1.20.DWG CAK 01/20/20 12:46 1:96.00 NOTES: NOTES: 12„ CLR. A. FINISH ENDS, TYP E. SHIM AS REQUIRED A. FINISH ENDS, TYP D. SHIM AS REQUIRED U.N.O. (2) ADJUSTABLE B. CONFIRM REQUIREMENTS AND SIZES F. ALL CABINET FACES AND DOORS, PL-1 B. CONFIRM REQUIREMENTS E• ALL CABINET FACES AND DOORS, PL-1 MELAMINE SHELVES, FOR ALL EQUIPMENT/APPLIANCES G. ALL EXPOSED EDGES AT DOORS AND SHELVING FOR ALL EQUIPMENT/APPLIANCES F• ALL EXPOSED EDGES AT DOORS AND SHELVING TYPCIAL PRIOR TO CONSTRUCTION OF TO BE P—LAM TO MATCH ADJACENT PRIOR TO CONSTRUCTION OF TO BE P—LAM TO MATCH ADJACENT > w PLASTIC LAMINATE FACES CABINETRY VERTICAL SURFACES. CABINETRY VERTICAL SURFACES. w C. ALL COUNTER TOPS, EDGES AND H. PROVIDE (2) WATERLINES FOR TENANT C. ALL COUNTER TOPS, EDGES AND w . BACKSPLASHES, PL-2 PROVIDED REFRIGERATOR AND COFFEE BACKSPLASHES, PL-2 to D. CONTRACTOR TO PROVIDE DEDICATED MAKER. CONFIRM FINAL LOCATIONS WITH OUTLET FOR BLACK GE #GDT225SGLBB TENANT. ADA DISHWASHER I. NEW FIXTURES TO OCCUR AT EXISTING PLUMBING LOCATION, IF FEASIBLE. PROVIDE > 25" P.L. TOP $ 4 NEW AS REQUIRED. 8 w U.N.O. PLASTIC CEILING� COUNTER 4 CEILING TE � 4.1 4.1 4.1 vwi 1'— MAX BACKSPLASH. SIDE (3) EQ. ALIGN W/ LOWERS ALIGN W/ LOWERS SPLASH PER ELEVATION �g 0 FAUCET �D3Z24:�560 INSULATE CONTROLS EXISTING — — — — —Vancouver, WA EXPOSED _ BUILDING to WRAP ALL EXPOSED PIPE tl{e WA PIPES 11 PER CODE PER ADA - o IWIVOMArun 1OP I COLUMN o 206.749.99% I WW CODE 1 B„ -1wmcknzecom ICN U - z= P—LAM FACES " Y M AC K E N Z I E .o ( T3IVEM (CLIENT FA ------- N ON w Client '-0" 2'-9" (5) EQ. (5) EQ. a ATTACHED TOE—KICK(2) EQ. 6'-0" gAFF, WITH RUBBER BASEY CCR. Cn ZCCR. 14'-3„ 3'-0 7'-4„ 17'-3” CLR. 2'_0" o V.I.F. Q S H O R E S T E I N 2 CABINETRY ELEVATION 3 CABINETRY ELEVATION 4 CABINET SECTION w 4.1 @ BREAK 602 1/4"=1'-0" J4.1 ® COPY/WORK 604 1/4"=1'-0" Lu 4.1 ADA SINK WITH ATTACHED TOE KICK 3/4"=1'-0" m w w 13" CLR. U.N.O. DOOR SCHEDULE HARDWARE GROUPS ADJ. MELAMINE SHELVES Project DOOR DOOR OPENING DOOR FRAME HARDWARE > I— -I PRODAPT N0. SIZE DETAILS GROUP RATING COMMENTS I I P—LAM FACES SUITE 630 THK TYPE MAIL FINISH MATL FINISH H-1: PASSAGE w TENANT 601A 3'-0x8'-4" EXISTING DOOR 1 PUSH/PULL ON PIVOTS W 602A 3'-0x8'-4" GUR GL H-2: OFFICE GIL - 8,9/A5.20 H-1 - 2 I= =1 IMPROVEMENT 606A 3'-0x8'-4" -- GL GL GL -- -- 8/A5.20 H-2 - PUSH/PULL ON PIVOTS 10260 GREENBURG RD. PROVIDE DEADBOLT W/THUMB TIGARD, OREGON 607A 3'-0x8'-4" - GL GL GL - 8/A5.20 H-2 - - TURN @ BOTTOM DOOR RAIL, 608A 3'-0x8'-4" - GL GL GIL - 8/A5.20 H-2 - 6 SIGNAGE ABOVE DOOR"THESE > 25" P.L. TOP 4" SIDE SPLASH WHERE DOORS SHALL REMAIN OCCURS 609A 3'-0x8'-4" — GL GL GIL — 8/A5.20 H-1 - - UNLOCKED DURING BUSINESS w 610A 3'-0x8'-4" — GL GL GIL -- -- 8/A5.20 H-2 - - HOURS" � 612A 3-0x8'4" GL/R GL GL — 8,9/A5.20 H-1 - 5 H-3: STOREROOM/SERVER P—LAM COUNTER TOP AND �L LOCKSET, F86 GRADE 1, BUTTS, SPLASH WITH SELF EDGE PA D U 613A 3'-0x8'-8" 1-3/4" FL Sc S HMK FF 7/A5.20 H-3 - SEAL, STOP DRAWER AS OCCURS IN � 614A 3'-0x8'-8" 13/4" FL SC S HMK FF 7/A5.20 H-3 - ELEVATION H-4: CORRIDOR • 615A 3'-0x8'-8" 13/4" FL SC S HMK FF 7/A5.20 H-4 20 MIN. 3 LOCKSET F84 GRADE 1, BUTTS, *(1 ORT s16A 3'-0x8'-8" EXISTING DOOR H-3 7 SEAL, STOP, CLOSER > I I ADJ MELAMINE SHELF, NO DRAWER OR SHELF AT 9 617A 3'-0x8'-8" 1-3/4" FL SC S HMK FF 7/A5.20 H-4 20 MIN. 4 w SINK LOCATION OF O W GENERAL NOTES ABBREVIATIONS U) I I P—LAM FACE j © ALL ACKTNZIESERVEDE 2020 A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. RUBBER BASE I THESE DRAWINGS ARE THE PROPERTY OF B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. EX EXISTING x MACKENZIE AND ARE NOT TO BE USED C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. FF FACTORY FINISH wOR REPRODUCED IN ANY MANNER, D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. FL FLUSH Q WITHOUT PRIOR WRITTEN PERMISSION E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. GL/R FULL GLAZED WITH ADJACENT PANELS 2 —0 F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. GL TEMPERED GLASS I REVISION SCHEDULE G. DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 36"TO 38"ABOVE THE FLOOR. PANIC HARDWARE SHALL BE HMK HOLLOW METAL KNOCKDOWN s CABINET SECTION BETWEEN 36"TO 42". S STAIN U-1 Delta Issued As Issue Date H. MAINTAIN MINIMUM CLEAR WIDTH AT STRICK SIDE 18"AT PULL SIDE, 12"AT PUSH SIDE. SC SOLID CORE WOOD 4 1 TYPICAL 3/4"=1'-0" Q I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: U EXTERIOR DOORS 8.5 LBS INTERIOR DOORS 5 LBS FIRE DOORS 15 LBS SCHEDULE OF INTERIOR FINISHES J. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL EFFORT OR SPECIAL KNOWLEDGE. NO LATCH OR LOCKING DEVICE EXCEPT PANIC HARDWARE PERMITTED. K. DOOR OPENING HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT GRASPING OR TWISTING OF THE WRIST. PL-1: (PLASTIC LAMINATE CABINET FACES); BUILDING STANDARD, COLOR TBD L. EXIT DOORS SHALL NOT BE LESS THAN T-0" IN WIDTH AND 6-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. PL-2: (PLASTIC LAMINATE COUNTERTOP); BUILDING STANDARD, COLOR TBD M. ALL GLAZING IN DOORS, ALL GLAZING LESS THAN 18" FROM FINISHED FLOOR, AND GLAZING WITHIN 24" OF DOORS AND LESS THAN 60" FROM FINISH FLOOR SHALL COMPLY WITH ALL LOCAL BUILDING CODE REQUIREMENTS FOR SAFETY GLAZING. (USE 1/2" RB-1: (RUBBER BASE); BUILDING STANDARD, COLOR TBD TEMPERED GLASS MINIMUM, UNO.) SHEET TITLE: N. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND UTILITY B-2: (PAINTED MDF BASE); MATCH EXISTING CORRIDOR BASE ELEVATIONS FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN VCT-1: (VINYL COMPOSITE TILE); BUILDING STANDARD, COLOR TBD CABINETRY EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS-FORCE. LVP-1: (LUXURY VINYL PLANK); BUILDING STANDARD, COLOR TBD DETAILS AND COMMENTS CPT-1: (CARPET TILE); MATCH EXISTING AT SUITE 625 SCHEDULES 1. EXISTING DOOR AT EXISTING RATED CORRIDOR. CPT-2: (BROADLOOM CARPET); MATCH EXISTING CORRIDOR CARPET 2. PROVIDE BUILDING STANDARD FULL GLAZED DOOR AND ADJACENT 13'-2"± WIDE FULL GLAZED PANELS WITH 6" OF GYPSUM WALL AT ONE END. PROVIDE BUILDING STANDARD U-CHANNEL AT TOP AND BOTTOM. PROVIDE CLEAR STRUCTURAL SILICONE P-1: (GENERAL PAINT); TBD CAULKING WHERE PANELS MEET ADJACENT GYPSUM SURFACE. PROVIDE CLEAR SILICONE CAULKING WHERE PANELS BUTT DRAWN BY: CAK TOGETHER. PROVIDE BRACING ABOVE, AS REQUIRED. HEIGHT OF PANELS TO ALIGN WITH HEIGHT OF DOOR. ASSUME (4) EQUAL P-2: (MARKER BOARD PAINT); ASSUME WOLF GORDON WINK PAINT, OR SIMILAR PANELS. P-3: CORRIDOR PAINT 3. NEW RATED DOOR AT EXISTING RATED CORRIDOR. ( ), MATCH EXISTING CHECKED BY: MRT, PDK 4. NEW RATED DOOR AT EXISTING RATED CORRIDOR TO BE PROVIDED BY LANDLORD. 5. PROVIDE BUILDING STANDARD FULL GLAZED DOOR AND ADJACENT FULL GLAZED PANELS WITH 6"OF GYPSUM EX: EXISTING FINISH TO REMAIN SHEET: WALL AT ONE END. PROVIDE BUILDING STANDARD U-CHANNEL AT TOP AND BOTTOM. PROVIDE CLEAR STRUCTURAL SILICONE CAULKING WHERE PANELS MEET ADJACENT GYPSUM SURFACE. PROVIDE CLEAR SILICONE CAULKING WHERE PANELS BUTT PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT TOGETHER. PROVIDE BRACING ABOVE, AS REQUIRED. HEIGHT OF PANELS TO ALIGN WITH HEIGHT OF DOOR. ASSUME (2) WALLS. SEMI-GLOSS FINISH AT ALL CEILINGS. A4w10 PANELS, SEE 2/A1.10. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND 6. NO CLOSER PER CODE. SHEEN AT 15%-25%AT 60 DEGREES. 7. PROVIDE NEW LOCKING HARDWARE. JOB NO. 2190954.15 PERMIT SET: 01/20/2020 '219095415`C:\TEMPWCPUBLISH 13108\15 A4.10.DWG CAK 01/20/20 12:47 1:96.00 FLOOR OR ROOF STRUCTURE FIRE SAFING AT RATED POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERC 2 WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS 8" MAX. WALLS BETWEEN FLUTES, ° v v4 EXISTING METAL DECK DIRECTLY TO WALL FRAMING CLIP NO FIRE SAFING ° REQUIRED AT DEMISING, a v v p NON-RATED WALLS ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS a ° v v CONTINUOUS ACOUSTIC WITHIN 8" OF PERIMETER METAL DECK SEALANT, EACH SIDE ■ LATERAL BRACING WITH APPROVED VERTICAL © o" COMPRESSION STRUT AT 12'-0" OC EA WAY �j/ I CONTINUOUS 18 GAUGE 2" DEEP TOP TRACK TO COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 2 METAL PLATE FASTENED EXISTING STRUCTURE And pawe-w-IIIII; 4I TO DECK ® 2'-0" O.C., 5/8" TYPE c c GYPSUM BOARD Z STAGGERED "ATTACHED ` EACH SIDE WITH MIN FIREDAM SPRAY OR FIRE 1/2" DEFLECTION SPACE WALL" ` ` °" ,4 1" TYPE 'S' SAFING SEALANT EACH OOa DRYWALL SCREWS SIDE OF TRACK _ A ®GE AT WALL 8" O.C. AT DEFLECTION HEAD WITHCELING 4'-0" WIDE 3" SOUND VERTICAL JOINTS 1/2" DEFLECTION SPACE ATTENUATION BATT. A NOTE: FOR UNATTACHED WALLS PROVIDE A AND 12" O.C. AT WHERE NOTED 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP FLOOR AND (DO NOT FASTEN STUDS 460 -- DO NOT SCREW BERC 2 CLIP TO TRACK INTERMEDIATE OR GYPSUM BOARD TO i STUDS (GAUGE RUNNER) 78� TABLE MAX. LENGTH FILE NO. WP SOUND ATTENUATION SUSPENDED CEILING CROSS RUNNERS FIT BETWEEN MAIN RUNNERS , WA 112- DIA CONDUIT (EMT) 5'-10" 1200) INSULATION AS OCCURS 206.7499393 MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 / GYPSUM BOARD A 3 4" DIA CONDUIT EMT 7'-8" BOTTOM TRACK TO FINISH WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY FLOOR WITH POWDER EACH SIDE SOUND ATTENUATION www.rrrck►rr�eom 6'-0" MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1" DIA CONDUIT EMT 9'-9" EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2" - 12'-0" DRIVEN ANCHORS AT METAL STUDS. INSULATION AS OCCURS FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 1-5/8"x2OGA METAL STUDS. 4'-O" O.C. SEE 12/A5.20 M AC K E N Z I E. BACK TO BACK 162$125-33 SEE 12/A5.20 FOR SIZE AND �"`"�"'"`" '"""'`� `�° NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN 15'-0" FOR SIZE AND CONTINUOUS ACOUSTIC SPACING CONTINUOUS ACOUSTIC APPROVED TYPE AND HAVE A 180 CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5 8"x2OGA SEALANT EACH SIDE Client # SPACING SEALANT EACH SIDE WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 2505125-33 MTL STUD 13'-6" AGAINST TRACK NO AGAINST TRACK TRAPEZE DUCT WORK AND 2-1 2"x20GA SEALANT AT SIMILAR BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND OTHER LARGE1/2" MAX 112- MAX BACK TO BACK 250S125-33 15'-0" CONDITION ASTME580 OBSTRUCTIONS o w MTL STUDS (2-1/2"x20GA) o CONCRETE SLAB = CONCRETE SLAB L0 s H o R e s r e l r4 LiLi riIIIIIIISUSPENDED CEILING BRACING IIIIIIs 1—HOUR WALL 4 WALL — DEMISING 5.2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z 5 2 TO DECK 3"=1'-0" Q 5 2 AT FLOOR AND DECK 3"=1'-O" a THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v 3 3 33 MIL 3-1/2" METAL GYPSUM BOARD WALL AS STUD BRACING TO FLOOR STRUCTURE AT 8'-0" OC OCCURS Project WITH (2) SHEET METAL SCREWS AT EACH SOUND ATTENUATION PRODAPT END. BRACING TO BE GYPSUM BOARD PARTITION BATT AS OCCURS_ SUITE 630 PROVIDED WHERE DISTANCE BETWEEN SOUND ATTENUATION SOUND ATTENUATION TENANT PERPENDICULAR BATT WHERE OCCURS 11 BATT AS OCCURS IMPROVEMENT INTERSECTING WALLS OR GYPSUM BOARD WALL AS HORIZONTAL BRACING OCCURS 10260 GREENBURG RD. 4 BETWEEN WALLS EXCEEDS LINE OF SILL AS OCCURS _ _ TIGARD, OREGON 8'-0" OC SEAL ® PERIMETER — TYPICAL CLEAR SILICONE 3" SOUND ATTENUATION BATT. 4'-0" CENTERED ON ALUMINUM TRIM PIECE DOUBLE STUD AT JAMB, SUSPENDED WALL WHERE NOTED. "CEE" W/ 1-1/2" TYPICAL CEILING CUT TILE FOR TIGHT FIT RETURNS, FINISH TO ARC AT WALLS MATCH WINDOW FRAMES BOTTOM RAIL OF FULLY GYPSUM BOARD CASING BEAD USG 200-A MATCH BUILDING GLAZED DOOR PA D U SIDESTANDARD ATTACH STUD TRACK BUILDING STANDARD THROUGH GRID NEOPRENE SEAL • SOUND ATTENUATION DOOR HARDWARE � 0 FULLY GLAZED DOOR, 9 METAL STUDS. INSULATION PER PLAN TEMPERED GLASS SEE 12/A5.20 FOR BOTTOM TRACK TO FINISH �F SIZE AND SPACING FLOOR WITH POWDER X DRIVEN ANCHORS AT BUILDING GLAZING MACKEIE 2020 a 4'-0" O.C. SYSTEM © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF iv CONTINUOUS ACOUSTIC GYPSUM BOARD WALL, MACKENZIE AND ARE NOT TO BE USED SEALANT EACH SIDE PER PLANS OR REPRODUCED IN ANY MANNER, AGAINST TRACK N WITHOUT PRIOR WRITTEN PERMISSION J CONCRETE SLAB IIIIIIIIII5WALL — TO UNDERSIDE OF GRID 6 WALL AT EXTERIOR MULLION (IFRAMED DOOR rIIIIs FULLY GLAZED DOOR REVISION SCHEDULE Delta Issued As Issue Date 5 2 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" 5 2 TYPICAL FOR REFERENCE 3"=1'-0" 5 2 HEAD SIMILAR 3"=1'-0" 0 5 2 FRAMELESS 3"=1'-0" o L 2x2x18 GA ( X STUD WIDTH -1") w/ (2) #10 SMS EA + LINCOLN TOWER STUD SIZE: 2X" LEG TYP STEEL STUDS 16" O.C. PER SCHEDULE JAMB SCHEDULE LIMITING WALL HEIGHT TABLE U.N.O. KI NON STRUCTURAL NOWCOMPOSME WALL.$ L/240 ® 5psf \ / BRACE FRAME OPENING SIZE # OF JAMB STUDS DESIGNATION SPACING MAX WALL HEIC#IT 4'-0" TO 8'-0" 2 PER 5/A5.20 2505125-18 24" 8'-4" as 8'-O" TO 12'-O" 3 B CLNG 12'-0" TO 22'-0" 3 250$125-18 16" 9'-7" SHEET TITLE: 8'-11"t AFF #10 SMS EA SIDE 250S125-27 24" 9'-10" DETAILS ® EA STUD NOTES: SOUND ATTENUATION BATT AS OCCURS A 1. JAMB STUDS TO MATCH SIZE & GAUGE OF TYP STUDS. 2505125-18 16" 11'-3" 362S125-18 24" 13'-5" BOX HEADER PER WEB STUD PER oil 362S125-18 16" 14'-4" B GYP BD SCHEDULE SCHEDULE 3625162-33 16" 16'-5" 8'-4' AFF HEADER SCHEDULE 362$162-43 16" 78'-0" ALIGN W/ FINISHED WALL TYP #10 SMS ADJACENT BEYOND 12" O.C. MAX OPENING WIDTH HEADER SIZE TRACK SIZE 6005762-33 16" 24'-6" GLAZED DOOR TEMPERED GLAZING ® < 6'-0" 2 3625162-43 2 362T125-43 DRAWN BY: CAK PER SPECIFICATION w " MERIOR NON STRUCTURAL NON-COIuPOSITE WALLS 6'-0" - 10'-0 (2) 800$162-43 (2) 6007125-43 WITH CERAW TLE FACING L/360 ® 5psf BUILDING STANDARD CONT TRACK T&B w/ 1 ( ) 1000$162-54 o U-CHANNEL 1/2" DEEP LEG, GAUGE 14'-0" - 14'-0" 2 (2) 60OT125-54 CHECKED BY: MRT, PDK Ld Ln RESILIENT SPACER TO MATCH STUDS (43 (2) 12005162-68 (2) 6007125-68 DESIGNATION SPACING MAX WALL HEK�iT SHEET: C ATTACHMENT MIL MIN NOTES: 3525725-18 16" 12'-4" J x ) (2) #10 SMS EA SIDE - m 1. FOLLOW HEADER SCHEDULE PER MAX OPENING WIDTH, U.N.O. 362$125-33 16" 14'-3" A5m2O FINISHED FLOOR ON LAN SECTION A-A JAMB STUD PER SCHEDULE o 2. SSEEIO/A5.20 FOR HEADER ASSEMBLY DETAILS = C14 CUT TRACK FLANGE & = o WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH J o m 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. 1 o TURN DOWN x 11 = 12 WALL HEIGHT TABLE JOB NO. 9 BUTT GLAZING HD./FLR. CONDITION 2190954.15 5.2 1 1/2"=1'-0" 0 5.2 1„=1 -0"0 5.2 1.,=1 -o"� 5.2 020 p7 `219095415`C:\TEMP\ACPUBLISH_13108\15_A5.20.DWG CAK 01/20/20 12:47 1:96.00