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Plans (7) BU P2021 -00106 1 OFFICE COPY I — w sw Loruai SV oI L --1 1----I — .,.„..,c, ILim iiim uill111 1 8° - =Illlfflllfll111 1111111111111= "0.11,1.,48°� / = = 11111111 1111llllllllllnli - -1' t•; ° = �145ti'��I1i44'��lllli�'I'�lll� A VACANCY SPACE PREP Architecture • Interiors 1 -2 •`a - — = 7 ti . :. (:,�,. �. 1�3ti�ti111��rIti411ilm = i 1 --�, 1 1 A1111111111111111I11lIIII111 Planning ■ Engineering a► . � +II,,,,{ 1�� 1 LINCOLN : SUITE 120 a o SITE RECEIVED r,;.: li Portland, OR i - 10300 SW G RD1 AYR $ ,�z 503.224.9560 _.. .',!1 a ,..(7, ..moo tP'Ir I .. I CITY 4F TIGARD Vancouver, WA Nithatyofil ° ° _ TIGARD OREGON BUILDING DIVISION 360.695.7879 !1' ./11 I Ii a - Seattle, WA d . ' I _ Pi n - ' —=1 Q c�� 206.749.9993 ■ /}—IIIIlll6 I"' "'`�{ www.mcknze.com . iri _ T 5. Vit-I II-II III I� J !. ! r -' . YY IY I: ;.l AA SIR — I' J11111I11�� . _ FI MACKENZIE . . _ „IIUHIl,,111ti11 i�1 _ = Ilkikll4f4►!i!IIIIIIIIIIIWil dY = COPY PLg7.•A ,. 4 - j fi - STRUCTURED PAR = ;. — = 1111111 1111111 11 1111 Ill IIII1:1 ,II :. I, . :� � — CITY OF TIGARD, DESIGN DRIVEN I CLIENT FOCUSED I CC' REVID FOR CODE COMPLIANCE Client ��€EkIf11�1�1111111iE11�lr a��u��u�uuuu��l�FMI� Approved: ] SW Oak sbui _.. OTC: i r a 25' 50' foo' 200' Perini:#: Y f .[�a r ^fl ,r1 1 p 6 Address: iii 111111 / SHORE SSTE1N Suite#: 1 p ►rrC yr 4,u l Al0 1 VICINITY MAP PROJECT LEGEND Date! - )3-z, r 0,0 NOT TO SCALE =R R===] EXISTING CONSTRUCTION TO BE DEMOLISHED INDEX OF DRAWINGS CODE SUMMARY LEGEND EXISTING WALL TO REMAIN GENERAL cl s 1-- * � G0.01 TITLE SHEET, CODE SUMMARY, VICINITY MAP, KEY PLAN, LEGEND AND GENERAL NOTES Project EXIT ACCESS EXISTING DEMISING WALL VACANCY SPACE ._..,-L _T 1 """ 1 EXIT © EXISTING 1-HOUR RATED WALL TO REMAIN ARCHITECTURAL PREP ® ILLUMINATED EXIT SIGN A1.10 PARTIAL FIRST FLOOR DEMOLITION PLAN, FLOOR PLAN, REFLECTED CEILING PLAN, NOTES, AND I� �I@; INTERIOR DETAIL SUITE 120 ■ -Ha ■ ( • PROPOSED FIRE EXTINGUISHER LOCATION EXISTING QUADRUPLEX OUTLET d---, 5 I� �1(�l�� e EXISTING POWER AND DATA TENANT IffRrAREA OF WORK IMPROVEMENT pots (mum- - -- I ri 1 LINCOLN • EXISTING COVERPLATE SCOPE O F WORK 11*I 10300 SW GREENBURG RD. COMMON PATH OF EGRESS TRAVE=L =61' 2" (100'0" MAX.) TIGARD, OREGON 1-7_, dill , t • EXISTING LIGHT SWITCH THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR LANDLORD IMPROVEMENTS OF OOEXISTING THERMOSTATAPPROXIMATELY 1,481 SQUARE FEET ON THE FIRST FLOOR OF FIVE FLOORS TOTAL. WORK TO INCLUDE Z}li MINOR DEMOLITION AND NEW FINISHES. � C ® EXISTING FIRE STROBE 11 �� d a • I �� ■ VALUATION: $6,000 ~r ' 'UL 1 K IN: . �..r1 f EXISTING LIGHT FIXTURE Lam' C..„1:, I Ili A I�%� • I e� ®®® r / \ / EXISTING SUPPLY/RETURN VENT .� , ll :;, ® NEW EXIT SIGN DESIGN CODE DATA / 3•a• LA 1, 0 r1 ■ I *".. i GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE iii__(-U` :1 VL OCCUPANCY: B 1 • L EXISTING CEILING GRID CONSTRUCTION TYPE: TYPE 1-B OF O TENANT AREA: APPROXIMATELY 1,481 SQUARE FEET OCCUPANCY LOAD: 10 PROPOSED EGRESS LIGHTING PATH, 1 FOOTCA1 REQUIRED EXIT, 1 EXIT PROVIDED. ALLMACKENZIE SRESERVED RI � CONFIRMED THROUGHMED DEFERRED THESE DRAWINGS A RRED SUBMITTAL NDLE TO BE GARRRE THE PROPERTY OF ill 2 KEY PLAN BUILDING HAS ON SITE EMERGENCY GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION II 0.0 1ST FLOOR NTS REVISION SCHEDULE SCHEDULE OF INTERIOR FINISHES Delta Issued As Issue Date DEFERRED SUBMITTAL PROJECT GENERAL NOTES RB-1: BUILDING STANDARD, TBD 2014 OSSC SECTION 107.3.4.2 (BY SEPARATE PERMIT) CPT-1: BUILDING STANDARD, TBD MECHANICAL 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. ELECTRICAL B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. LVP-1: (ALT) BUILDING STANDARD, TBD 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 TS-1: (ALT) TRANSITION BETWEEN CPT AND LVP ONLY: FUTURA METAL, LVT NO-LIP RAMP, 402021,e" CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 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 (3MM TO 4.5MM), COLOR SILVER NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. CALLED TO THE ATTENTION OF MACKENZIE. P-1: (GENERAL PAINT) BUILDING STANDARD, TBD THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT , 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 INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SHEET TITLE: OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. P-2: (ACCENT PAINT) BUILDING STANDARD, TBD ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TITLE SHEET, F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. PAINT NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATIN WASHABLE FINISH AT CONTACTS CODE 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. WALLS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN AT 15%-25%AT 60 DEGREES. SUMMARY, H. DO NOT SCALE DRAWINGS. ARCHITECT CONTRACTOR LEGEND, AND I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. 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 MACKENZIE RUSSELL CONSTRUCTION GENERAL NOTES SYMBOLS AND REFERENCES 1 5 SE WATER AVE, SUITE I DO IN 105TH AVE RECYCLING/RE-USE OF DEMOLITION DEBRIS. PORTLAND, OR 97214 TUALATIN, OR 97062 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 CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT DRAWN BY: JKH 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. PROJECT NORTH TEL: 503.224.956Q TEL: 503.692.9002 L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. Irk TRUE NORTH FAX: 503.228.1285 EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM CHECKED BY: LJC, PDK lirEMAIL: LCARPENTER@mcknze.com CCB: 58918 , 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 SHEET: OWNER. LANDLORD/OWNER VALIDITY OF PERMIT KEYNOTE O THE ISSUANCE OFA PERMIT SPACE NAME SHORENSTEIN REALTY SERVICES BASED ON CONSTRUCTION G 0 ■ 0 1 OFFICE— SPACE # 5335 MEADOWS ROAD, SUITE 275 DOCUMENTS AND OTHER ROOM/SPACE IDENTIFICATION 114 LAKE OSWEGO, OREGON 97035 DATA SHALL NOT PREVENT EXIST. FLOOR FINISH THE CODE OFFICIAL FROM P RB CONTACT: ROB FABIAN REQUIRING THE CORRECTION , WALL BASE FINISH TEL: 503.412.4844 OF ERRORS. OSSC 105.4 JOB NO. WALL FINISH EMAIL: RFABIAN@SHORENSTEIN.COM 2190955.28 PERMIT SET: 04/16/2021 GENERAL NOTES DEMOLITION A. REMOVE EXISTING FLOOR FINISH AND BASE THROUGHOUT,UNLESS NOTED OTHERWISE.REMOVE DIRT,DUST,DEBRIS,OIL, GREASE,EFFLORESCENCE,SEALERS,PAINT,COATINGS,ADHESIVES AND OTHER CONTAMINANTS BY ANY NECESSARY MEANS PRIOR TO FINISHING THE FLOOR. i B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK.ANY CONFLICTS,INCLUDING BUT 11. - t II 2 .1• • M 1111 �e THANOT TTED THE TO UI LCCTT OND CANONS BE M.E.P. IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, C I 0 o o ®`' i ier OFFICE Q -Q (g-'4OFFICE ' OFFICE C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. Architecture Interiors 'ipi ' �' 105 104 �'' 103 D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE.COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING Planning . Engineering ,.' C CPT-1 CPT-1 CPT-1 DEMOLITION DEBRIS. g g P-1 IRB- P-1 IRB P-1 DB- E. CAP ALL ABANDONED PLUMBING,ELECTRICAL CONDUIT,AND OTHER UNDER SLAB UTILITIES AS REQUIRED. " f F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. . ,, g OPEN OFFICE 9 G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT.PERFORM NO DEMOLITION THAT MAY COMPROMISE THE �' - — 100 0 STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER, ,P1!; a� '-'i rili454- �LCPT-1 H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. Portland, OR �� P 1IRB- * OPEN OFFICE � © 503.224,9560 .. 1.-_2 31; 11444 .a� r; 101 '30 FLOOR PLAN Vancouver, WA w r 4;�, ;;-�4" BREAK 360.695.7879 , �; y� CPT-1 el ,,I 102 A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. F5 P-11RB- Seattle, WA ,- EXIST B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH,UNLESS NOTED OTHERWISE. 206 749 9993 P 1 B 0C. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE.SITE OBSERVATION HAS BEEN PERFORMED (ON 04/19/2021,WHILE www.mcknze.com VACANT)AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO -T14,'i Pii, _ —_ �: VISIBLE/ACCESSIBLE AREAS).CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. illtrieHl �, 4 O +44 4 D. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY GENERAL INTENT ONLY.COORDINATE 3 44MACKENZIE . Ili) ,11-rt ' 1!I nib EXIST _ �� _ �I! '" _�#� ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY SEPARATE PERMIT. DESIGN DRIVEN I CLIENT FOCUSED E. ALL DIMENSIONS SHOWN AS PLUS/MINUS(±)ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. ` F. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY Client DISCREPANCIES PRIOR TO START OF WORK. G. NEW BUILDING STANDARD CARPET TILE(CPT-1)AND RUBBER BASE(RB-1)THROUGHOUT.EXISTING VCT TO REMAIN AT BREAK. CLEAN AND WAX VCT. PROVIDE NEW RUBBER BASE AT BREAK. H. CENTER FLOORING TRANSITIONS WITHIN OPENINGS, UNLESS NOTED OTHERWISE. All I. PATCH AND REPAIR EXISTING WALLS WHERE AFFECTED BY DEMOLITION.PAINT NEW AND EXISTING WALLS THROUGHOUT, P-1. SHORE S T E I EV PARTIAL FIRST FLOOR DEMO PLAN PARTIAL FIRST FLOOR PLAN J. LOW VOC LATEX PAINT TO BE USED.SATIN WASHABLE FINISH AT WALLS.FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING AND SHEEN AT 153-25%AT 60 DEGREES. Mil A f 1/8"=1'-0" mu 1/8"-=.11-0" K. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION.CONTRACTOR 1S RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. L. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT,ALL ELECTRICAL DRAWINGS WILL BE BY SEPARATE PERMIT. Project REFLECTED CEILING PLAN VACANCY SPACE A. EXISTING SAT AND GRID TO REMAIN. CONTRACTOR TO CONFIRM MAIN GRIDLINE THROUGHOUT SUITE. PREP B. SUSPENDED ACOUSTICAL TILE CEILINGS AT B'-T'± (EXISTING)AFF, UNLESS NOTED OTHERWISE. SUITE 120 C. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. TENANT — D, PATCH AND REPAIR EXISTING CEILING GRID AND TILES AS REQUIRED BY DEMOLITION. IM PROVEMENT E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 4/A1.10. ;!W `� F. CENTER ALL DOWN LIGHTS,FIRE SPRINKLER HEADS,SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 1 LINCOLN ', • � �� E. I 2X2 TILE,UNLESS NOTED OTHERWISE. 10300 SW GREENBURG RD. G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY.FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE TIGARD, OREGON ;'�!a I'l ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING 1 /� INFRASTRUCTURE IN CEILING.ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND %� \j ' NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, �� i / l , iiiii— RELOCATE IF REQUIRED.FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH SEPARATE PERMIT. �� )f �1 II_ / / / •7_1 ~ ' •UL 1 Kfr► INc, I .,�III y:"--ri IT KEYNOTESII A ' 1, II � 1. EXISTING SINK AND CABINETRY TO REMAIN.PROVIDE NEW BUILDING STANDARD FLOODSTOPPER. t3.0*TLA Q w 2. EXISTING SAT MAIN GRIDLINE,TYPICAL,AS IDENTIFIED DURING SITE OBSERVATION.OBSERVATION IS LIMITED TO VISIBLE /747 �� AL. , IDENTIFICATION OF CONSISTENT MAIN LINES.ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. OF 6' '_� ` 3. CONTRACTOR TO INSPECT FLOOR CONDITIONS PRIOR TO LEVELING CONCRETE. NOTIFY NE AND OWNER OF ALL RECOMMENDED IMPROVEMENTS.SKIM FLOOR AS REQUIRED TO PREP FOR NEW FLOOR COVERINGS , .. - .r . .- ., - - - - - - -L- _ r it .- a ,. d C MACKENZIE 2021 ALL RIGHTS RESERVED ALTER NATE UPGRADES THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED PROVIDE SEPARATE PRICING FOR THE FOLLOWING: OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION M.PROVIDE NEW BUILDING STANDARD LVP,IN LIEU OF EXISTING VCT TO REMAIN AT BREAK. REVISION SCHEDULE REFLECTED CEILING PLANdQ Delta Issued As Issue Date 1/8"=1'-0" FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERC 2 WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS 8" MAX. DIRECTLY TO WALL FRAMING CLIP ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF PERIMETER �' �� — LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT 12'-O" OC EA WAY „ • COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB SHEET TITLE: // N. "ATTACHED ` . PARTIAL FIRST FLOOR DEMOLITION PLAN, . - WALL" FLOOR PLAN, QQ ii° ' REFLECTED CEILING r ®c6LNQ EDGE AT WALL NIS DEMOLITION PLAN, AND 0 NOTE: FOR UNATTACHED WALLS PROVIDE A REFLECTED CEILING y "` 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP PLAN AND NOTES -- DO NOT SCREW BERC 2 CLIP TO TRACK I / ') ...,, �- CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TABLE MAX. LENGTH $ \ MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 1/2" DIA CONDUIT (EMT) 5'-10" DRAWN BY: JKH , �Aj WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5"-0" OC EA WAY 3�/4" DIA CONDUIT EMT 7'-8" 6'-O" MAX 1 ' DIA CONDUIT EMT 9,_9,- CHECKED , LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-O" OOCHECKED BY: LJC, PDK --- EA WAY. BEGIN BRACING WITHIN 6'-O" OF PERIMETER AND 2" SL L 1625 25-33 M L S I UL) 12'-O" FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) SHEET: NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 162S125-33 15'-O" APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS (1-5/8"x2OGA'I WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 250S125-33 MTL STU 13'-6" Al10 BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND TRAPEZE DUCT WORK AND (2-1/2"x20GA) ■ OTHER LARGE BACK TO BACK 2505125-33 15'_0" ASTME580 OBSTRUCTIONS STUDS (2-1/2"x2OGA) JOB NO. 2190955.25 4 SUSPENDED CEILING BRACING I A 5.2• NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z PERMIT SET: 04/16/2021 THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM.