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Plans (13) BUP2020 -00161 OOFFICE COPS OFFICE COPY AREA OF WORK FARMERS INSURANCE TENANT I M PROVEM ENT sg L- EXIT SUITE 100 .� ___ __ r F Architecture Interiors 4 ° sa. EXIT SBF ONE EMBASSY CENTRE Planning N Engineering -,I - -,� - - -------1 a -- --------- 4" 9020 SW WASHINGTON SQUARE R D VALIDITY OF PERMIT " THE ISSUANCE OF A PERMIT TIGARD OREGON BASED ON CONSTRUCTION Portland, OR 7 DOCUMENTS AND OTHER 503.224.9560 1, _. +a• 1 _ Q _____� �__� i •• INDEX O F DRAWINGS DATA SHALL NOT PREVENT _ THE CODE OFFICIAL FHO!�A Vancouver, WA i • P.ECUIRINIG THE CORRECTION 360.695.7879 :, I A1.10 PROJECT INFORMATION, CODE SUMMARY, LEGEND, PARTIAL FIRST FLOOR DEMOLITION PLAN, OR& OSSC 105.4 Seattle, WA P F FLOOR PLAN, AND NOTES 206.749.9993 E• A5.20 DETAILS www.mcknze.com 3 CODE SUMMARY PLAN SCOPE OF WORK MACKENZIE. • JET THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF DESIGN DRIVEN I CLIENT FOCUSED 1 .1 FIRST FLOOR NTS APPROXIMATELY 2,642 SQUARE FEET ON THE FIRST FLOOR. WORK TO INCLUDE DEMOLITION, NEW Client WALLS, DOORS, RELITES AND FINISHES. CODE SUMMARY LEGEND ADA IMPROVEMENTS 1 PARTIAL FIRST FLOOR DEMOLITION PLAN VALUATION OF WORK = $93,400 Id EXIT ACCESS N m COMMON PATH OF EGRESS TRAVEL = 73'-1" (100'-0"MAX.) 25%VALUATION FOR UPGRADE _ $23,350 1 .1 1/8"=1'-0" EXIT ILLUMINATED EXIT SIGN ADA UPGRADE = REMOVAL OF ALL BARRIERS, UPGRADED MISC. w YS E ® HARDWARE AND NEW ADA COMPLIANT CABINETRY NQTINSCQPE DESIGN/CODE DATA Ej PROJECT GENERAL NOTES GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE OFFICE CONFERENCE • OFFICE C OFFICE OFFICE OCCUPANCY: B Project 103 104 • 105 • • 106 107 • CONSTRUCTION TYPE: TYPE II-A FARMERS INSURANCE CPT ,� CPT CPT ` CPT CPT I TENANT AREA: APPROXIMATELY 2,642 SQUARE FEET P RB �. 15 P RB P RB P RB P RB A. THE DRAWINGS LOCATE PRODUCTS, SURFACES,AND MATERIALS G. THE TERMS "ABOVE FINISH FLOOR" (AFF)AND"FINISH FLOOR SUITE 100 OCCUPANCY LOAD: 18 AND THE NOTES CONVEY DESIGN INTENT.THE PROJECT INTENT IS ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR 1 REQUIRED EXIT, 2 EXITS PROVIDED. TENANT TO PROVIDE FOR A COMPLETE,WORKING SYSTEM. ELEVATION,WHETHER BUILT-UP SLAB, COMPOSITE DECK,OR IMPROVEMENT • r RAISED ACCESS FLOOR. BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY QT) . B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. ONE EMBASSY CENTRE S7 E 7 3 e• LATEST ADOPTED BUILDING CODE EDITION,AND TO CONDITIONS H. DO NOT SCALE DRAWINGS. 9020 SW WASHINGTON 102 8 BB AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. SEPARATE P E R M I T SQUARE RD I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED TIGARD, OREGON I P RB • OPEN OFFICE CC C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS,AND LAYOUT REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL 2019 OSSC SECTION 107.3.4.1 cvrnLe INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY ENGINEER OF RECORD.SAVE AND RECYCLE DEMOLITION DEBRIS AS ELECTRICAL 13 108 Lw 108 DD MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF APPLICABLE.ALL DEMOLISHED OR REMOVED EXISTING MATERIAL PLUMBING ^�,>n �C 15 ` S0 P RB BF MECHANICAL <Ck'`C�IJ 14 ,0'9• BF SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD WORK.ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT AA I NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. f 11 I " * 2• REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT ~PnR D. SLING _ _ J I • ' • g ADDITIONAL COST TO THE OWNER. J. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TOC�s C�1 - ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL —3 CRT me 6 4 CPT TILE D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE FROM THEIR WORK.THE CONTRACTOR WILL COORDINATE CLEAN UP 3'-10" " BREAK OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH CONTACTSD, GON 9,_2" OFFICE i E' THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE g 110 t` WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, RECEPTION LVP qq EAyr ARCHITECT LANDLORD CONTRACTOR LVP P RB LVP INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT OL cPrnF 101 P RB L_- BE CALLED TO THE ATTENTION OF MACKENZIE. l� Q LVP "`n sc 10 THE SPACE IS READY FOR OCCUPANCY BY TENANT. P RB �� E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED MACKENZIE WYSE REAL ESTATE ADVISORS PACIFIC CREST STRUCTURES, INC. • 5 K. ALL DESIGN-BUILD ITEMS, SYSTEMS,AND ELEMENTS ARE TO BE 1515 SE WATER AVE, SUITE 100 810 SE BELMONT ST,SUITE 100 17750 SW UPPER BOONES FERRY RD., SUITE 190 C 12 3,�„ 3 FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE MACKENZIE 2020 oasr SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. PORTLAND OR 97214 PORTLAND,OREGON 97214 DURHAM, OR 97224 16 PRECEDENCE OVER PLANS OF SMALLER SCALE,AND DETAILS TAKE ALL RIGHTS RESERVED PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT,THE L. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER CONTACT: MORGAN TOTH CONTACT: GREG CLOSE CCB#: 66915 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED EE TYP HIGHEST COST OPTION SHOULD BE PRICED. SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED TEL: 503.224.9560 TEL: 503.595.9685 CONTACT: STEVE CLOSE OR REPRODUCED IN ANY MANNER, FAX: 503.228.1285 FAX: 503.294.0400 TEL: 503.958.8949 EXT. 12 WITHOUT PRIOR WRITTEN PERMISSION F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE FROM THE SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE EMAIL:MTOTH@MCKNZE.COM EMAIL:GCLOSE@WYSEREA.COM EMAIL: STEVEC@PACIFICCRESTWEB.COM 2 PARTIAL FIRST FLOOR PLAN THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. WITH THE OWNER. REVISION SCHEDULE GENERAL NOTES SYMBOLS AND REFERENCES Delta Issued As Issue Date KEYNOTES ALTERNATE UPGRADES DEMOLITION N. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO PROJECT NORTH KEYNOTE 1. RELOCATE EXISTING POWER TO STANDARD HEIGHT AND CONVERT DEDICATED. \\// PROVIDE SEPARATE PRICING FOR THE FOLLOWING: A. REMOVE EXISTING FLOOR FINISH AND RUBBER BASE THROUGHOUT. MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. NORTH ARROW SPACE NAME PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW 0. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OFFIC SPACE #ROOM/SPACE 2. MODIFY EXISTING DOUBLE DOOR, FRAME, AND HARDWARE TO BE SINGLE DOOR, SEE DETAIL 6/A5.20. AA. IN LIEU OF NEW LVP AT RECEPTION AND BREAK, 114 FINISHES. VERIFICATION HAS NOT BEEN PERFORMED. CONTRACTOR TO FIELD PROVIDE SEALED CONCRETE. NO MORE THAN A 100 B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. IDENTIFICATION EXIST. FLOOR FINISH 3. ALIGN NEW WALL WITH EXISTING WALL. GRIT LEVEL FINISH. P e WALL BASE FINISH DOCUMENTS FOR THE WORK.ANY CONFLICTS, INCLUDING BUT NOT P. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN 4. INFILL EXISTING OPENING, SEE DETAIL 4/A5.20. BB SUITE PROVIDE STANDARD,NEW LHOL OW METAL KNOCKDOWN STING CALLED TO THE ATTENTION OFID CORE DOOR TO MATCH LIMITED TO BUILT CONDITIONS OTHE ARCH T CT/DES GNERAF M.E.P. IN THE PLANS SOLL BTHAT SWITCHING NG REQUIREMENTS E TO CONVEY GENERAL INTENT WIDTH ENAAN RAND PROV DETDRA INGS BY GENERAL LEGEND RICAUDATA WALL FINISH 5. PATCH AND REPAIR EXISTING CORRIDOR AS NEEDED, MATCH EXISTING FINISHES TO BUILDING FRAME WITH FACTORY FINISH. HARDWARE TO BE THE CLARIFICATION CAN BE ISSUED. DEFERRED SUBMITTAL. STANDARD. PASSAGE LATCHSET F75 GRADE 1, BUTTS, SEAL, C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO 0. NO VOC PAINT SYSTEMS TO BE UTILIZED,TO INCLUDE PRIMERS AS STOPS. LANDLORD FOR FUTURE USE. WELL AS FINISH PRODUCTS. EXISTING CONSTRUCTION TO BE DEMOLISHED SHEET TITLE: 6. ALIGN FLOOR TRANSITION WITH FINISHED FACE OF WALL. CC. PROVIDE NEW BUILDING STANDARD OCCUPANCY D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. R. ALL DIMENSIONS SHOWN AS PLUS/MINUS (*)ARE FOR GENERAL PROJECT 7. NEW 3'-0"WIDE BUILDING STANDARD VISION PANEL DOOR AND 14'-6" FRAMED RELITE WITH (4) EQ SENSOR LIGHT SWITCHES THROUGHOUT. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING LAYOUT AND REFERENCE ONLY.VERIFY AND CONFIRM ALL DIMENSIONS o EXISTING WALL TO REMAIN BUTT GLAZED PANELS, FLOOR TO TOP OF DOOR, SEE DETAIL 5/A5.20. DOOR HEIGHT TO MATCH DEMOLITION DEBRIS. AND CONDITIONS PRIOR TO START OF WORK. NOTIFY INFORMATION, CODE SUITE STANDARD. HOLLOW METAL KNOCKDOWN FRAME WITH FACTORY FINISH. HARDWARE TO BE DD. IN LIEU OF EXISTING CEILING TILES TO REMAIN, E. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF ® NEW DEMISING WALL IN-FILL, SEE 4/A5.20 PROVIDE NEW 2X4 CEILING TILE. ASSUME ARMSTRONG SUMMARY, LEGEND, PASSAGE LATCHSET F75 GRADE 1, BUTTS, SEAL, STOPS. DUNE SECOND LOOK OR SIMILAR. F. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. WORK. ® NEW WALL TO UNDERSIDE OF CEILING, SEE 4/A5.20 OFFICE COPY PARTIAL FIRST PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL S. ADD SOUND INSULATION IN ALL NEW WALLS. 8. NEW 4'-0"WIDE RELITE TO MATCH EXISTING SUITE STANDARD, SEE DETAIL 7/A5.20. EE. EXTEND ALL DEMISING WALLS TO STRUCTURE WHERE INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE CITY OF TTCARL), FLOOR DEMOLITION � EXISTING POWER AND DATA LOCATION 9. NEW 11'-1"WIDE X V-6" HIGH CLERESTORY WINDOWS TO MATCH BUILDING STANDARD, ASSUME (3) CURRENTLY ONLY GO TO UNDERSIDE TO GRID. ARCHITECT/DESIGNER. CEILING REVIEWED FOR CODE COMPLIANC$ PLAN, FLOOR PLAN, EQ PANELS, SEE DETAIL 7/A5.20. TOP OF WINDOW TO ALIGN WITH TOP DOOR. G. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. T. NEW 2X4 LIGHTS THROUGHOUT, MATCH LANDLORD SPECIFICATION. EXISTING QUADPLEX OUTLET Approved-"-w I AND NOTES U. PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES,4'4" OTC: [ 10. PROVIDE ELECTRIFIED KEY CARD ACCESS AT EXISTING DOOR, NEW SEALS AND FLOOR SWEEP. CARD • FLOOR PLAN CENTERED ON WALL AT ALL NEW AND EXISTING CONFERENCE ROOMEXISTING COVERPLATE READER LOCKSET F86 GRADE 1, BUTTS SEAL, STOPS, ELECTRIC STRIKE, & REQUEST TO EXIT ON SIDE H. NEW BUILDING STANDARD CARPET TILE AND RUBBER BASE WALLS. Permit #: 2&J0.-4_n zn - on I �'L DRAWN BY: TJS 'j• EXISTING COVERPLATE TO RECEIVE NEW VOICE/DATA WITHOUT CARD READER. THROUGHOUT, UNLESS OTHERWISE NOTED. NEW BUILDING STANDARD V. EXISTING GRID TO BE AS LEVEL AS POSSIBLE. REPAIR SAGGING AND Ai10- �0._�O_. WGSI+ _&e rci LVP AT RECEPTION AND BREAK.COORDINATE ALL FINAL FINISH DAMAGE AS REQUIRED. QQ EXISTING THERMOSTAT Stli;e #: 160 11. NEW RECEPTION DESK. PAINTED HALF WALL WITH P-LAM 12"WIDE TRANSACTION TOP WITH SELF �.��_. . . _ CHECKED BY: MRT, PDK EDGE AT 36"AFF, P-LAM WORK SURFACES WITH SELF EDGE AT 2'5"AFF, BLACK FABRIC WRAPPED SPECIFICATIONS WITH TENANT. W. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL I3 j: Date: - J TACK BOARD, ONE BUILT-IN P-LAM BOX/BOX/FILE. PROVIDE 3' CLEAR ADA AREA AT WORKSURFACE. I. PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. EQUIPMENT SEE DETAIL 1/A5.20. $ EXISTING LIGHT SWITCH ++�•�•a� ' SHEET: PAINT NEW AND EXISTING WALLS. X. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS,SMOKE 12. NEW P-LAM UPPER (12"D) AND LOWER CABINETRY (24"D), SINK, FLOODSTOPPER, AND PLUMBING. J. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 NEW POWER AND DATA ROUGH-IN LOCATION P-LAM COUNTERTOP HEIGHT TO BE 210"AFF. MAINTAIN 2' CLEARANCE BETWEEN COUNTER SURFACE K. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS PORTION OF 2x4 TILE, UNLESS NOTED OTHERWISE. NEW DEDICATED OUTLET A1m10 AND BOTTOM OF UPPER CABINETRY.TOP OF UPPER CABINETRY TO MATCH BUILDING STANDARD NOTED OTHERWISE. Y. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT,ALL �"'ffo, HEIGHT. PROVIDE BUILDING STANDARD DISHWASHER. L. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. ELECTRICAL DRAWINGS WILL BE BY DEFERRED SUBMITTAL. NEW DEDICATED QUADRUPLEX OUTLET 24"D CABINETRY. P-LAM COUNTERTOP HEIGHT TO BE 2'10"AFF. PROVIDE (4) EQ M. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED Z. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY 13. NEW P-LAM LOWER (24"D)) OTHERWISE. CONSTRUCTION TO MATCH EXISTING. CABINETS WITH DOUBLE DOORS AND BUILDING STANDARD HARDWARE. W FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION JOB NO. BF BF NEW BASE FEED, (1) CIRCUIT PER (4)WORKSTATIONS, OR (2) CIRCUITS 2190290.07 14. PROVIDE 4X8 PHONE BOARD WITH (1) DEDICATED QUADRUPLEX OUTLET. GN 15. PROVIDE POWER, DATA, AND BLOCKING FOR TENANT PROVIDED N, WHERE INDICATED AT 4 NEW CARD READER LOCATION PERMIT SET. 08/10/2020 RECEPTION AND CONFERENCE. COORDINATE FINAL LOCATION WITH TENANT. $os NEW LIGHT SWITCH WITH OCCUPANCY SENSOR 219029007\DRAWINGSWRCHITECTURAL\07_A7.10.DWG TJS 08/06/20 1655 196.00 16. CONFIRM WITH TENANT TO CONFIRM FLOORING FOR THIS ROOM, LVP OR CPT FLOOR OR ROOF STRUCTURE 33 MIL 3-1/2" METAL POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT gERC 2 STUD BRACING To FLOOR WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS 8" MAX. DIRECTLY TO WALL FRAMING CLIP WALL ANGLE LIMITING WALL HEIGHT TABLE STRUCTURE SHEET OC M EFIIOR NON STRUCTURAL C0111i ITE WALLS L/240 ® 5psf METAL SCREWS AT EACH ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ■ END. BRACING TO BE WITHIN 8" OF PERIMETER F DESKMATION SPAC M MAX' WALL HEIGHT PROVIDED WHERE LATERAL BRACING WITH APPROVED VERTICAL © �� , 362S125-18 24" 13'-5" DISTANCE BETWEEN ■ MAIN RUNNER COMPRESSION STRUT AT 12'-0" OC EA WAY �„ ` � , PERPENDICULAR COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB 2 362S125-18 16" 14'-4" INTERSECTING WALLS OR HORIZONTAL BRACING Architecture ■ Interiors tA ¢ � � 3625162-33 16" 16'-5" BETWEEN WALLS EXCEEDS "ATTACHED ` `� . 362S162-43 16" 18'-0" 4 8'-0" OC Planning Engineering WALL" �` .Qo- 600S162-33 16" 24'-6" 3" SOUND ATTENUATION OOBATT. 4'-0" CENTERED ON CELJMN EDGE AT WALL WTEF�OR NON STRUCTURAL COMPOSITE WALLS SUSPENDED WALL WHERE NOTED. A WITH CERAMC TLP FACM L/360 ® 5psf CEILING A NOTE: FOR UNATTACHED WALLS PROVIDE A CUT TILE FOR TIGHT FIT Portland,OR 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP AT WALLS 503.224.9560 -- DO NOT SCREW BERC 2 CLIP TO TRACK DESI (NATION SPACM MAX. WALL FEPMT GYPSUM BOARD CASING BEAD USG 200-A 3625125-18 16" 12'-4" EACH SIDE Vancouver, WA TABLE MAX. LENGTH 360.695.7879 " CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1 2" DIA CONDUIT (EMT) 5'-10' 362S125-33 16" 14'-3" Seattle, WA MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 206.749.9993 A 3 4" DIA CONDUIT EMT 7'-g" SOUND ATTENUATION WIRE AT 4-0 OC OR WITH #10 WIRE AT 5'-0 OC EA WAY INSULATION PER PLAN www.mcknze.com 6'-0" MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0' OC 1" DIA CONDUIT EMT 9'-9" METAL STUDS. EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND 2N - 12'-0" SEE 3/A5.20 FOR BOTTOM TRACK TO FINISH FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5 8"x2oGA) SIZE AND SPACING FLOOR WITH POWDER MACKENZIE. GR MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 1625125-33 15'_0" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH X DRIVEN ANCHORS AT DESIGN DRIVEN 1 CLIENT FOCUSED NOTE: ALL ID MEM E „ SECURE ALL HANGERS TO MTL STUDS 1-5 8"x2OGA 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12" 0" O.C. MAX. 4 -0 O.C. APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING Client WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 250S125-33 MTL STUD 13'-6" N CONTINUOUS ACOUSTIC BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND TRAPEZE DUCT WORK AND 2-1 2"x2oGA SEALANT EACH SIDE OTHER LARGE BACK TO BACK 250S125-33 15'-0' J ` AGAINST TRACK ASTME580 OBSTRUCTIONS MTL STUDS (2-1/2"x2oGA) o °�° CONCRETE SLAB o KIIIIII` SUSPENDED CEILING BRACING s WALL HEIGHT TABLE 4 WALL - TO UNDERSIDE OF GRID 1�5.# NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z "2 a 5 2 AT FLOOR AND SUSPENDED CEILING 3"=1'-O" a WYSE THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 3 3 Project OCCURS BOARD WALL AS JAMB SCHEDULE FARMERS INSURANCE SUITE 100 DOUBLE STUD AT JAMB, SOUND ATTENUATION OPENING SIZE # OF JAMB STUDS TENANT d TYPICAL BATT AS OCCURS 4'-0" To s'-o" 2 IMPROVEMENT GYPSUM BOARD WALL AS 8'-0" TO 12'-0" 3 ONE EMBASSY CENTRE OCCURS 12'-0" TO 22'-0" 3 9020 SW WASHINGTON SQUARE RD NOTES: TIGARD, OREGON HOLLOW METAL FRAME, TO v MATCH BUILDING DOUBLE STUD AT JAMB, 1. JAMB STUDS TO MATCH SIZE & GAUGE OF TYP STUDS. STANDARD TYPICAL 40D Iko HOLLOW METAL FRAME, TO HEADER SCHEDULE ~r, P AV D. SLING MATCH BUILDING C� w a 1/4" TEMPERED RELITE STANDARD MAX OPENING WIDTH HEADER SIZE TRACK SIZE y a AS OCCURS, PROVIDE NDGONw "C" CHANNEL AT TOP < 6 -0 2 3625162-43 2 362T125-43 , AND BOTTOM 6'-0" - 10'-O" (2) 80OS162-43 (2) 60OT125-43 10'-0" - 14'-0" (2) 1 00051 6 2-5 4 (2) 60OT125-54 OF 14'-0" - 22'-0" (2) 120OS162-68 (2) 60OT125-68 MACKENZIE 2020 WALL PER PLAN ' © ALL RIGHTS RESERVED 1. FOLLOW HEADER SCHEDULE PER MAX OPENING WIDTH, U.N.O. THESE DRAWINGS ARE THE PROPERTY OF ON PLAN MACKENZIE AND ARE NOT TO BE USED 2. SEE 9/A5.20 FOR HEADER ASSEMBLY DETAILS OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 0 } o } I REVISION SCHEDULE 5 DOOR - HOLLOW METAL SIDELIGHT IIIIs DOOR - HOLLOW METAL RELITE - TYP INTERIOR 18 '� JAMR AND HEAr)F=Rq(NHF-nljl F= 0 Q� Z Delta Issued As Issue Date rJ 2 HEAD SIMILAR 3' 1'-0" 0 5 2 HEAD SIMILAR 3"=1'-O" UJ 6 5 2 HEAD SIMILAR 3"=1'-0" � b2 1 1'-0"Q 45' B/CLNG SHEET TITLE: HA EXISTING DETAILS IS AB/GYP BD TO MATCH SUITE STANDARD DRAWN BY: TJS CHECKED BY: MRT, PDK SHEET: IT. I A5m20 I s RECITE - TIHEAD/SILL HMK w Job No. 2190290.07 w PERMIT SET: 08/10/2020 `219029007`C:\TEMPWCPUBLISH_27792\07_A5.20.DWG TJS 08/06/20 17:00 1:1.00