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Plans (24) BUP2020 -00244 OFFICE COPY RECEIVED NOV 2 5 2020 CITY OF TIGARD BUILDING DIVISION ■ VACANCY SPACE PREP Architecture • Interiors srrE Planning IS Engineering 4 LINCOLN : SUITE 212 VALIDITY OF PERIIT � � �• T THE ISSUANCE OF A PERMIT t 1111111= 10250 SW GREENBURG RD . BASED ON CONSTRUCTION TS AND OTHER Portland, OR DATA SHANL NOT PREVENT THE• f} _ 503.224.9560 • TIGARD , OREGON WA REQUIRING THDE E CORRECT ON Vancouver,ICIAL FROM 360.695879 I II I VIII III � •tea ��� OF ERRORS. OSSC 105.4 206.749.9993 A �y OFFICE COPY _ man a� CTI'I' OF TIGAIin, WWWmcknze.com REVIE\VED FOR CODE COMPLIANCE Approve(h MACKENZIE. / �1 j DESIGN DRIVEN I CLIENT FOCUSED 0 OZ C: Client o apse Permit #: �t,n 1fJarl — 00 a14 Address: y L�i.eoly. - 102. 0 SUCTrQQr.h. e� suite M i �{� By: Date: 1' - IO ■INW'IIEIED PMKING STRUGNRED PARKING S H O R E S T E I N SWOOkSboot INDEX OF DRAWINGS GENERAL GO.01 TITLE SHEET, CODE SUMMARY, VICINITY MAP, KEY PLAN, LEGEND AND NOTES Project 1 VICINITY MAP ARCHITECTURAL SUITE 212 VACANCY A1.10 PARTIAL 2ND FLOOR DEMOLITION PLAN, FLOOR PLAN, REFLECTED CEILING PLAN, LEGEND AND NOTES SPACE PREP 0,0 NOT TO SCALE A5.20 INTERIOR DETAILS AND SCHEDULE OF INTERIOR FINISHES 11 A AREA OF WORK EXIT 4 LINCOLN CODE SUMMARY LEGEND SCOPE OF WORK 10250 SW GREENBURG RD. TIGARD, OR THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR VACANCY IMPROVEMENTS OF EXITEXIT ACCESS APPROXIMATELY 1,870 SQUARE FEET ON THE SECOND FLOOR OF THREE FLOORS TOTAL. WORK TO �`R� ��� ® INCLUDE DEMOLITION, RELOCATION OF CASEWORK, NEW WALLS, DOORS, RELITES, PLUMBING AND �r� � �C�r� ILLUMINATED EXIT SIGN FINISHES. J U`` FIRE EXTINGUISHER LOCATION _ VALUATION: $25,000 AUL D. ISLI PATH OF EGRESS/SUGGESTED PATH OF ILLUMINATION— - TRAVEL DISTANCE 300'-0" MAX. (TABLE 1016.2) y __ _ DESIGN/CODE DATA t PORTLAND, GON -/' a 84 10" GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE `9� O� OCCUPANCY: B Off+' CONSTRUCTION TYPE: TYPE 1-B TENANT AREA: APPROXIMATELY 1,870 SQUARE FEET OCCUPANCY LOAD: 13 © ALL MACKENZIE 2020 RIGHTS RESERVED 1 REQUIRED EXIT, 2 EXITS PROVIDED. THESE DRAWINGS ARE THE PROPERTY OF 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, GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. WITHOUT PRIOR WRITTEN PERMISSION EXR LA J REVISION SCHEDULE DEFERREDSUBMITTAL Delta Issued As Issue Date 2014 OSSC SECTION 107.3.4.2 (BY SEPARATE PERMIT) 2 CODE SUMMARY PLAN 3 KEY PLAN FIRE SPRINKLER 0.0 2ND FLOOR 1/8"=1'-0" 0.0 NOT TO SCALE FIRE ALARM MECHANICAL ELECTRICAL PLUMBING PROJECT GENE RAL NOTES SYMBOLS AND REFERENCES NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. 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. (n::= THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SHEET TITLE: B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. NORTH ARROW ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TITLE SHEET, 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 CODE SUMMARY, CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. A FILLED ARROW CONTACTS VICINITY MAP, KEY 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 DETAIL# CALLED TO THE ATTENTION OF MACKENZIE. INTERIOR ELEVATION 2 ARCHITECT CONTRACTOR PLAN, LEGEND KEY MARK 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 0 SHEET# AND NOTES OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. SU AND MACKENZIE RUSSELL CONSTRUCTION CATEGORY 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. PORTLAND, OR 97214 TUALATIN, OR 97062 G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FEE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. KEYNOTE 01CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: ALS SPACE NAME H. 503.224.9560 TEL: 503.692.9002 H. DO NOT SCALE DRAWINGS. OFFIC SPACE # FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. ROOM/SPACE IDENTIFICATION 114 EMAIL: LCARPENTER@mcknze.com CCB: 58918 CHECKED BY: MRT, PDK ExlsT. FLOOR FINISH 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 P RB WALL BASE FINISH SHEET: RECYCLING/RE-USE OF DEMOLITION DEBRIS. WALL FINISH 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 MATERIALS, BOTH SHORENSTEIN REALTY SERVICES O ■ O 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. DOOR SYMBOL NUMBER 5335 MEADOWS ROAD, SUITE 275 1o1A L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. LAKE OSWEGO, OREGON 97035 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 CONTACT: ROB FABIAN TEL: 503.412.4844 JOB NO. OWNER. EMAIL: RFAB AN@ HORENSTEIN.COM 2190953.13 PERMIT SET 11/24/2020 219095313\DRAWINGSWRCHITECTURAL\G0.01.DWG ALS 11/23/20 12:46 1:96.00 GENERAL PLAN NOTES A. REMOVE EXISTING FLOORING AND RUBBER BASE THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE A5.20 FOR FINISHES. *1 B. PATCH AND REPAIR WALLS WHERE AFFECTED BY NEW CONSTRUCTION. PAINT NEW AND EXISTING WALLS (P-1). NO V.O.C. PAINT ■ SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. C. NEW CARPET TILE AND BASE THROUGHOUT. Architecture IS Interiors D. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY CONFLICTS, INCLUDING BUT NOT Planning • Engineering 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. DOST eoST E. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. B E T F. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. Portland, OR G. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. 503.224.9560 •••, Vancouver,WA :--------------------------- ------ """-" B H. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL 360.695.7879 ---------------------- ------------ ; O !i INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. Seattle, WA I. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE 206.749 9993 J. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 7/A5.20. WWw.mCknze.Com .I K. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE MACKENZIE . -, B ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. oE.low DSIVEN I CLIENT FOCUSED L. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL Client REQUIREMENTS WITH TENANT. ;` M. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. i "+, Peeress:=."Sr_c=_ PPE--- -ccccc----- : .^r:z: ec::;=:______ T' N. REPLACE DAMAGED, MISSING, AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. " O. EXISTING SUSPENDED ACOUSTICAL TILE CEILINGS AT 9'-0"± AFF, UNLESS NOTED OTHERWISE. 5 H O R E S T E I N 3 2 r52 P. CENTER ALL, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. Bi B B B *I B Q. ADD SOUND INSULATION IN ALL NEW WALLS. 4 / R. 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 ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY Project CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE SUITE 212 VACANCY PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL SPACE PREP LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. 2 PARTIAL 2ND FLOOR DEMOLITION PLAN 1 .1 S. PROVIDE METAL REDUCER AT ALL FLOORING TRANSITIONS. ALIGN FLOORING TRANSITIONS WITH CENTER OF DOOR OR OPENING, 1/8"=1 _o„ UNLESS NOTED OTHERWISE. T. SEE CODE PLAN FOR SUGGESTED PATH OF EGRESS ILLUMINATION. 4 LINCOLN10250 SW GREENBURG RD. TIGARD, OR KEYNOTES 1. DEMOLISH EXISTING TENANT ENTRY DOOR AND RETURN TO BUILDING OWNER IN GOOD CONDITION. PREP OPENING TO RECEIVE r�� �C� NEW FINISHES PER NEW CONSTRUCTION. �~1 AUL D. ISLI f�j 2. REMOVE EXISTING UPPER AND LOWER CASEWORK, SINK AND FAUCET. SAVE FOR RELOCATION PER NEW CONSTRUCTION. CAP ALL C� ABANDONED PLUMBING AS REQUIRED. y 3. REMOVE EXISTING BLINDS AT TENANT ENTRY RELITE. PORTLAND,,,, GON 4. RELOCATED UPPER AND LOWER CABINETRY, SINK AND FAUCET. PROVIDE NEW P-LAM END PANEL TO MATCH EXISTING. PROVIDE 9 NEW PLUMBING AS REQUIRED. OF 0 EXIS 5. INFILL OPENING TO MATCH EXISTING CORRIDOR FIRE RATED WALLS, SEE DETAIL 3/A5.20. PATCH AND REPAIR AS REQUIRED. �sr 6. PROVIDE NEW BUILDING STANDARD FULL GLAZED VISION PANEL AT EXISTING DOOR, IF FEASIBLE. PROVIDE NEW FULL GLAZED © MACKENZIE 2020 cvr-i B FE OT ® VISION DOOR AS REQUIRED, MAINTAIN RATING. ALL RIGHTS RESERVED 5 + THESE DRAWINGS ARE THE PROPERTY OF 7. PATCH AND REPAIR CORRIDOR FINISHES TO MATCH EXISTING ADJACENT FINISHES. MACKENZIE AND ARE NOT To BE USED • OR REPRODUCED IN ANY MANNER, + 8. EXISTING SAT AND GRID TO REMAIN. CONTRACTOR TO CONFIRM MAIN GRIDLINE THROUGHOUT SUITE. WITHOUT PRIOR WRITTEN PERMISSION OPEN OFFICE REVISION SCHEDULE 203 Delta Issued As Issue Date CPT-1 LEGEND P-1 B-1 B + + + ® + 8 ® + =n P:::3 EXISTING CONSTRUCTION TO BE DEMOLISHED + + o EXISTING WALL TO REMAIN EXIS ® m NEW 1-HOUR RATED WALL, SEE 3/A5.20 cFrr-: ENTRY `Vp-' BREAK o EXISTING 1-HOUR RATED WALL TO REMAIN M202-1 91B EXISTING 2-HOUR RATED WALL TO REMAIN 7 Q. P-1 B-1 + 6 + + + EXISTING QUADRUPLEX OUTLET SHEET TITLE: EXIS + B B B B PARTIAL 2ND OILEXISTING POWER AND DATA FLOOR DEMOLITION • EXISTING COVERPLATE PLAN, FLOOR PLAN, EXISTING LIGHT SWITCH REFLECTED � EXISTING THERMOSTAT CEILING PLAN, s PARTIAL 2ND FLOOR PLAN 4 PARTIAL 2ND FLOOR REFLECTED CEILING PLAN ® EXISTING FIRE STROBE LEGEND AND NOTES FE 1 .1 1/8"=1'-0" 1 .1 1/8"=1'-0" a EXISTING FIRE EXTINGUISHER LOCATION DRAWN BY: ALS ® EXISTING 2'X4' LIGHT FIXTURE CHECKED BY: MRT, PDK ® EXISTING 2'X4' LIGHT FIXTURE. HATCH INDICATES FIXTURE SHEET: ON 24-HOUR BATTERY BACK UP ® z EXISTING SUPPLY/RETURN VENT + EXISTING SPRINKLER A1 . 10 ® EXISTING EXIT SIGN ® NEW OR RELOCATED EXIT SIGN JOB NO. 2190953.13 EXISTING CEILING GRID PERMIT SET 11/24/2020 219095313\DRAWINGSIARCHITECTURALVAI.10.DWG ALS 11/23/20 12:45 1:96.00 FIRE SAFING AT RATED * "LINCOLN BUILDINGS" STUD SIZE: 2,1�" WALLS BETWEEN FLUTES, NO FIRE SAFING ° °Q REQUIRED ATWALMSSING, LIMITING WALL HEIGHT TABLE METAL DECK INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf CONTINUOUS 18 GAUGE DESIGNATION SPACING MAX. WALL HEIGHT ■ I � METAL PLATE FASTENED 250S125-18 24" 8'-4" 5/8" TYPE 'X' 1 TO DECK @ 2'-0" O.C., 250S125-18 i6" 9'-7" Architecture IF Interiors GYPSUM BOARD z STAGGERED Planning IS Engineering MIN 250S125-27 24" W-10" EACH SIDE WITH FIREDAM SPRAY OR FIRE 1" TYPE 'S' SAFING SEALANT EACH 250SI25-18 16" 11'-3" DRYWALL SCREWS SIDEOF TRACK 362Si25-18 24" 13'-5" 8" O.C. AT DEFLECTION HEAD WITH VERTICAL JOINTS 1/2" DEFLECTION SPACE 362SI25-18 16" 14'-4" AND 12" O.C. AT DO NOT FASTEN STUDS Portland, OR FLOOR AND ( 362SI62-33 16" 16'-5" INTERMEDIATE >. OR GYPSUM BOARD TO 503.224.9560 RUNNER) 3625162-43 16" 18'-0" Vancouver, WA STUDS (GAUGE 360.695.7879 FILE NO. WP SOUND ATTENUATION 6005162-33 16" 24'-6" 1200) INSULATION AS OCCURS Seattle, WA BOTTOM TRACK TO FINISH INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS 206.749.9993 FLOOR WITH POWDER WITH CERAMIC TILE FACNG L/360 @ 5psf www.mcknze.com 20 GAUGE DRIVEN ANCHORS AT x3 METAL STUDS DS © 2'-0" 4'-0" O.C. DE8100IATM SPACING MAX. WALL HECHT M AC K E N Z I E. O.C, UNLESS CONTINUOUS ACOUSTIC 3625125-18 16" 12'-4" DESIGN DRIVEN I CLIENT FOCUSED NOTED SEALANT EACH SIDE 3625125-33 16" 14'-3" Client OTHERWISE AGAINST TRACK NO o n SEALANT AT SIMILAR 1/2" MAX CONDITION WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH CONCRETE SLAB 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. m (a)1—HOUR WALL = 4 WALL HEIGHT TABLE = S H o R E S T E I N I cJ 2 TO DECK 3"=1'-0" a cJ 2 a 3 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. CLIP DIRECTLY TO WALL FRAMING Project SUITE 212 VACANCY ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS u SPACE PREP WITHIN 8" OF PERIMETER LATERAL BRACING WITH APPROVED VERTICAL ® °. COMPRESSION STRUT AT 12'-0" OC EA WAY �2 COUNTERSLOPE HANGERS IF MORE THAN is 6 OUT OF PLUMB a O 4 LINCOLN �� 10250 SW GREENBURG RD. "ATTACHED . , TIGARD, OR WALL" m A CELNG EDGE AT WALL NTS A NOTE: FOR UNATTACHED WALLS PROVIDE A 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP AUL D. I U -- DO NOT SCREW BERC 2 CLIP TO TRACK i � y TABLE MAX. LENGTH CROSS RUNNERS FIT BETWEEN MAIN RUNNERS PORTLAND, GON $ MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 112" DIA CONDUIT (EMT) 5'-10" A WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY 3/4" DIA CONDUIT EMT 7'-8" 9 6'-0" MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1" DIA CONDUITEMT 9'-9" OF EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND2" — 12'-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 2020 APPROVED TYPE AND HAVE A 180 CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS 1-5 8"x2OGA ALL RIGHTS RESERVED # BLDG STRUCTURE. SGL 250S125-33 MTL STUD THESE DRAWINGS ARE THE PROPERTY OF WIRES 70 HAVE A 200# CAPACITY. SUSPENDED CEILING TRAPEZE DUCT WORK AND 13'-6" M OR REPRODUCED CKENZIE AND ARE ANY MANNERNOT TO BE ED BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND OTHER LARGE AC TO BAA WITHOUT PRIOR WRITTEN PERMISSION ASTME580 OBSTRUCTIONS BACK TO BACK 250S125-33 15'-0" MTL STUDS (2-1/2"x2OGA) REVISION SCHEDULE SUSPENDED CEILING BRACING I Delta Issued As Issue Date rJ 2 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. SCHEDULE OF INTERIOR FINISHES PL-1: (END PANEL) MATCH EXISTING VERTICAL LAMINATE CARPET AS SPECIFIED RB-1: TBD, BUILDING STANDARD BUILDING STANDARD SHEET TITLE: LVP-1: (BREAK ROOM) TBD, BUILDING STANDARD METAL TRANSITION INTERIOR DETAILS AND SCHEDULE OF CPT-1: TBD, BUILDING STANDARD LUXURY SPECIFIEDINYL PLANK AS INTERIOR FINISHES TS-1: (CPT TO LVP) FUTURA METAL, LVT NO-LIP RAMP, 402021,e" (3MM TO 4.5MM), COLOR SILVER P-1: (GENERAL PAINT) TBD PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. SEMI-GLOSS FINISH AT ALL TOILET ROOM WALLS AND CEILINGS. EXISTING FLOOR SLAB a FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND aa,a ` SHEEN AT 15%-25%AT 60 DEGREES. ° DRAWN BY: ALS d a . a G ' CHECKED BY: MRT, PDK SHEET: A5 . 20 2 TRANSITION AT LVP-1 5. 1'-0"=1'-0" a JOB NO. 22190953.13 U PERMIT SET 11/24/2020 219095313\DRAWINGS\NRCHITECTURALW5.20.DWG ALS 11/23/2012:46 1:96.00