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Plans (73) BU P2020-00081 2 of 2 J SW Locust Mot - �"�F iiiliniiiiis, I • O.y� 1!• =iiinElniiiii 1 `liitiii iii_,1 �� _ -1NItII� IFIffill111III11IIIID . '0004P110i 1 IN;; • ,m,,„,. f-_42." ` Ill''' _ a ��- 5JJTRUCTUR}JED PAR`KING - 4 _"_ = , ,o '• ' .- III{I� �III�� m) = fGlp I`:� 6 !, � � !� °� ," p • L...71ri-gri Q ,. -�,1?l11��1111���111��[Ill�lfVACANCY SPACE PREP M ....,,,._ I . ter Architecture ■ Interiors ��� a �� 1 ;�1F1WIIIIIIHI� Planning • Engineering TENANT IMPROVEMENT i _ 9 ...., N - 74 1 r .... - • / °' 1 , - V.: ��Ai / ,� !;.............. .. ' . RECEIVED Portland, OR • SITE SUITE 160 �1",11111i`1�1� ;.I �:�,,r Q :: l� MAR 1 7 2020 503.224.9560 CITY OF TIGARD �, !� Vancouver, WA BUILDING DIVISION 360.695.7879 rileD�I l l l l l 111 . 1 LI N C O L N CENTERSeattle, WA U"'"!*� I :�: = 206.749.9993 01iIlIIIIIl111119 7 .1 _ www.mcknze.com PLAZA - = ,I���I�II,I� _ 10260 SVV GREEN B U RG RD Illli�tri i���:� ���� �.i'�NIII =i _ OFFICE COPY It _= � I� iiii = = I{IIIiiII1I�Iill� =i `� MACKENZIE. IIII illllIIIIlilllllf A,oeI11111II IIIIII 11111111�111111IIif= 1_.J IIGARD OREGON CITY OFAIG1� DESIGN DRIVEN I CLIENT FOCUSED 1 RFVIEW'ED FOR CODE COMPLIANCESW Client Approved: N] I I o- OTC: 25' 50` 100' 200' 1 Permit U: j 1 oar) Coo 81 Address: /�`�D z v G°recm ,i yr / 1 VICINITY MAP shite #: -, 't,, s SHORE S E , N B}': Date: 3—�Cy 2,...7•1 411 0.0 NOT TO SCALE PROJECT LEGEND INDEX OF DRAWINGS GENERAL I , G0.01 TITLE SHEET, VICINTY MAP, CODE SUMMARY, LEGEND AND GENERAL NOTES Project :_i1 t:::: EXISTING CONSTRUCTION TO BE DEMOLISHED VACANCY SPACE PREP ARCHITECTURAL EXISTING WALL TO REMAIN A1.10 DEMOLITION PLAN, PARTIAL FIRST FLOOR PLAN, REFLECTED CEILING PLAN, DETAILS, FINISH SUITE 160 — EXISTING 1-HOUR RATED WALL SCHEDULE AND NOTES TENANT 4 EXISTING 2-HOUR RATED WALL IMPROVEMENT .•• EXISTING DEMISING WALL LINCOLN TOWER `�, •• _ A SCOPE OF WORK 10260 SW GREENBURG RD. -� EXISTING DUPLEX OUTLET TIGARD, OREGON \ \` 1 THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS OF EXISTING QUADPLEX OUTLET APPROXIMATELY 2,045 SQUARE FEET ON THE FIRST OF TWELVE FLOORS TOTAL. WORK TO INCLUDE == II DEMOLITION AND NEW FINISHES. ,A���?? Illllr� • �I , EXISTING COVERPLATE C. 1 o rs_OD N. � �; r 1 I VALUATION: $20,000 stsi '� I , O EXISTING THERMOSTAT '' 1 , EXIT t, C EXISTING LIGHT SWITCH /• •UL O. I ; 7tv -� i r ' '' � Ir oEXISTING FIRE STROBE TO REMAIN �' i f/ r J ' I Li 4-�• I� �\ — I it f r_ \ FE DESIGN/CODE DATA PORTV•N•, i t II■ EXISTING FIRE EXTINGUISHER TO REMAIN - ® �- EXISTING SUPPLY/RETURN VENT TO REMAIN GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE 11? 1 �/ I OCCUPANCY: B OF O 4CONSTRUCTION TYPE: TYPE I B ��� ��... EXISTING BACK-UP 2X4 LIGHT FIXTURE TO REMAIN. HATCH INDICATES FIXTURE ON 24-HR BATTERY TENANT AREA: APPROXIMATELY 2,045 SQUARE FEET . ... ■■■■s OCCUPANCY LOAD: 21 O MACKENZIE 2020 I EXISTING SPRINKLER HEAD TO REMAIN ALL RIGHTS RESERVED THESE 1 REQUIRED EXIT, 1 EXIT PROVIDED. DRAWINGS ARE THE PROPERTY OF —1ril) 1)- EXISTING EXIT SIGN TO REMAIN MACKENZIE AND ARE NOT TO BE USED I 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 EXISTING CEILING GRID I 2 CODE SUM MARY PLAN PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED THROUGH SEPARATEMIT REVISION SCHEDULE ' 0.0 1ST FLOOR NTS Delta Issued As Issue Date DEFERRED SUBMITTAL 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) MECHANICAL PROJECT GENERAL NOTES ELECTRICAL 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. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION,AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. CODE SUMMARY LEGEND ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL 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 CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. SHEET TITLE: D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR EXIT EXIT ACCESS TITLE SHEET, SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. ® ILLUMINATED EXIT SIGN CONTACTS VICINITY MAP, E. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. • FIRE EXTINGUISHER LOCATION CODE SUMMARY, F. 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 SCOPE OF WORK ARCHITECT CONTRACTOR LEGEND AND ACCESS FLOOR. MACKENZIE RUSSELL CONSTRUCTION GENERAL NOTES - - - - COMMON PATH OF EGRESS TRAVEL = 99'-7" 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE G. DO NOT SCALE DRAWINGS. PORTLAND, OR 97214 TUALATIN, OR 97062 H. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. SYMBOLS AND REFERENCES ' CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT 1. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD TEL: 503.224.9560 TEL: 503.692.9002 DRAWN BY: KGB PROJECT NORTH FAX: 503.228.1285 R REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. EMAIL: DSTURDIVANT @ USSELLCONSTRUCTION.COM iiits EMAIL: LCARPENTER@MCKNZE.com CCB: 58918 CHECKED BY: LJC, PDK J. 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 NORTH ARROW TRUE NORTH ' 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 Iv SHEET' LANDLORD/OWNER VALIDITY OF PERMIT OCCUPANCY BY TENANT. !1T- ISSUANCE OF A PERMIT SHORENSTEIN REALTY SERVICESK. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. KEYNOTE 0 5335 MEADOWS ROAD, SUITE 275 EASED ON CONSTRUCTION L. 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 LAKE OSWEGO, OREGON 97035 DOCUMENTS AND OTHER G 0 . 0 1 SPACE NAME D ATA SHALL NOT PREVENT CORRECTIONCO CODE OFFICIAL FROM ORDINATE WITH THE OWNER. OFFIC SPACE # CONTACT: ROB FABIAN - '� ;�Ir::a THE ROOM/SPACE IDENTIFICATION 114 TEL: 503.412.4844 ` iC 105.4 JOB NO, EXIST. FLOOR FINISH EMAIL: RFABIAN@SHORENSTEIN.COM P-1 B-1 WALL BASE FINISH 2190954.18 WALL FINISH PERMIT SET: 02/26/2020 `219095418`C:ITEMPIACPUBLISH 9500118 G0.01.DWG KGB 02/25/20 09:39 1:96.00 U GENERAL DEMOLITION NOTES 7-11i7: « I ~ A. REMOVE EXISTING FLOORING THROUGHOUT, UNLESS OTHERWISE NOTED. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A1.10 FOR FINISHES. I• ,1 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 CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE I1 / zN ;/ i I { � CLARIFICATION CAN BE ISSUED. I M . • L-_1----- 1 L_ ,i iF" • C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. Architecture ■ Interiors - $� - LE Planning ■ Engineering III• r= E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS REQUIRED. • , \`. F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. s� // � VI( 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 ARCHITECT/DESIGNER. At__1L �9ma 9 "II . --w---,__.-Pia ' 1 ��• H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE USE. SJ , `� '�'J Portland, OR /4- 503-224.9560 GENERALNOTES Vancouver, WA CI __71-__ k1 1 ____�_I� • 360.695.7879 - yN • A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. Seattle, WA • • ■ r'"� IF�" B. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE.di 206.749.9993 _ 0 • (7 Iua■ <. +6. * Fs www.mcknze.com _ C. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 4/A1.10. A P4 0 -' • ' +s' !3 JI D. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. M AC K E N Z I E. S ',ili E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. DESIGN DRIVEN I CLIENT FOCUSED 1 _ 1 F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON 02/21/2020, WHILE VACANT)AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). Client CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. G. MODIFY EXISTING PLUMBING ROUGH-IN LOCATIONS AND/OR BLOCKING AS REQUIRED TO MEET ADA MOUNTING HEIGHTS AND REQUIREMENTS. H. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. I. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. SHORE STEIN DEMOLITION PLAN J. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-10"± EXISTING AFF, UNLESS NOTED OTHERWISE. A l 1 118"=1' 0" K. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. • L. 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 CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT T DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. Project VACANCY SPACE PREP KEYNOTES SUITE 160 OPEN OFFICE TENANT • 102 1. NEW BUILDING STANDARD CARPET TILE AND RUBBER BASE THROUGHOUT, UNLESS NOTED OTHERWISE. EXISTING FLOORING TO REMAIN AT BREAK AND SERVER, PROVIDE NEW RUBBER BASE. IMPROVEMENT CPT 2. PATCH AND REPAIR WALLS WHERE AFFECTED BY DEMOLITION. PAINT NEW AND EXISTING WALLS THROUGHOUT, P-1. P RB LINCOLN TOWER 3. EXISTING PHONE BOARD TO REMAIN. O 10260 SW GREENBURG RD. 4. EXISTING PLUMBING, SINK AND CASEWORK TO REMAIN. TIGARD, OREGON © 5. PROVIDE NEW BUILDING STANDARD BRUSHED CHROME DOOR HARDWARE THROUGHOUT SUITE. CONFIRM FINAL SPECIFICATION WITH LANDLORD. 0 6. EXISTING SAT MAIN GRIDLINE, TYPICAL,AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. 44 C CV SERVER ) �. 0 104 ~' ' .ULD. I, ' : • ALTERNATE KEYNOTES IC ~ OPEN OFFICE TVP. : -CONFERENCE EXIST • / 101 105 • CPT P RB CPT * PROVIDE SEPARATE PRICING FOR THE FOLLOWING: 'r- r CPT i >!n cPT AA. PROVIDE NEW BUILDING STANDARD LVP AND RUBBER BASE THROUGHOUT. , / c PORT 'N i, Il ' �r L P RB • P I RB �� • • O • ■...Ai BB • T r II III 5 BB. PROVIDE NEW BUILDING STANDARD VCT AND RUBBER BASE THROUGHOUT. • IXIST , • ILS i, _ D (ALT.WCT BREAK (ALT. - +61 0` (0 _ __ s OF �r,�, N0 G SA AA SCHEDULE OF INTERIOR FINISHES , 1CPT EXIST 0 P RB \ O MACKENZIE 2020 fig ■ CPT-1: TBD, BUILDING STANDARD CARPET TILE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF sT RB-1: TBD, BUILDING STANDARD RUBBER BASE, 4"COVE MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, VCT-1: (ALTERNATE)TBD, BUILDING STANDARD VINYL COMPOSITE TILE WITHOUT PRIOR WRITTEN PERMISSION LVP-1: (ALTERNATE) TBD, BUILDING STANDARD LUXURY VINYL PLANK 4 PARTIAL FIRST FLOOR PLAN P-1: TBD, BUILDING STANDARD GENERAL PAINT REVISION SCHEDULE PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT WALLS. Delta Issued As Issue Date FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. I —is .. j FLOOR OR ROOF STRUCTURE a POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER BERC 2 WALL ANGLE CLIP 8" MAX. 4, 4 . 4, x ° ° 4 - ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF \ PERIMETER LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT �� - 12'-0" OC EA WAY ' ,�3MAIN RUNNER ° -� / / �i ������ �7 ��� �- COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB Al. 1.1A1‘ 0 � , - -� ` ` . r ' .1111 441 °- ■ //�'��� �O�/ ` ® I SHEET TITLE: - / / •J DEMOLITION PLAN, ■ ° �` MEM r ° a a PARTIAL FIRST - r, oo "ATTACHED �� ° , FLOOR PLAN, /� I 4) "■ WALL REFLECTED CEILING G tx ■ �I O r SECURE ALL HANGERS TO BLDG PLAN, DETAILS, f X / STRUCTURE. TRAPEZE DUCT WALL NTSWORK AND OTHER LARGE •cW1GAT NOTE: FOR UNATTACHED WALLS PROVIDE A FINISH SCHEDULE ■■■ i �N; OBSTRUCTIONS 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP ; AND NOTES ° ��, �� CRDSS RUNNERS FIT BETWEEN MAIN RUNNERS N " -- DO NOT SCREW BERC 2 CLIP TO TRACK ° / I�I ° ' ' ;1A" MAIN RUNNERS AT 4'-O" OC SUPPORT WITH #12 WIRE AT 4'-O" OC o DRAWN BY: KGB ■ ' 4 6'-0" MAX OR WITH #I0 WIRE AT 5'-0" OC EA WAY o I— V LL CHECKED BY: LJC, PEW ,r- , 2-761 TABLE MAX. LENGTH CII LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-O" OC EA w SHEET: Ar/ — X -7--- ___J WAY. BEGIN BRACING WITHIN 6'-O" OF PERIMETER AND 2" FROM 1/2" DIA CONDUIT (EMT) 5'-10" ° '-4� ' / y°`�� CROSS MEMBER IN AREAS GREATER THAN 1,000 SF 3/4" DIA CONDUIT (EMT) 7'-8" _r=micarom _ 1" DIA CONDUIT (EMT) 9'-9" A-- .I 1 NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND Q -L -IHAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TO HAVE A 200# CAPACITY. SGL 1625125-33 MTL STUD (1-5/8"X20GA) 12'-0" tx SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND SACK TO SACK 1625125-33 MTS STUDS (1-5/8"X OCA) 15'-0" CD A1 . 1O ASTME580 SGL 2505125---33 MTL STUD (2-1/2"X2OGA' 1.3'-6" z z BACK TO BACK 250S125-33 MTL STUDS (2-1 /2"X20GA) 15'-0" v JOB NO. 2190954.18 REFLECTED CEILING PLAN 4 SUSPENDED CEILING BRACING 1 1/8"=1'-0" , -Li 1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER 1'-0"=1'-0" PERMIT SET: 021261 020 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 2190954181DRAWINGSIARCHITECTURAL118 A1.10-DWG KGB 02/25/20 09:38 1:96.00