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Plans (13) BU P2021 -00107 PROJECT LEGENDECEIVED l. OFFICE COPY R 1 if 0, • O swLocust Street r, e• ' r - s, �� EXISTING CONSTRUCTION TO BE DEMOLISHED ��� 2 8 ZQ21 13 1111110111111111 c, r �Irrllrutuuu i I unlainnl= �' � ► 11::. VACANCY = CITY OF TIGARD :,. / = E EXISTING WALL TO REMAIN . -1- fileMillea 1 ��� = BUILDING DIVISION 5 LINCOLN U Cimmismymill I EXISTING 1-HOUR RATED WALL TO REMAIN• ■ /. p'• STRUCTURED PARKIING ��_��= — `— ` � � = Architecture . Interiors t ? — —P - ;?►" ct - �r r , EXISTING 2-HOUR RATED WALL TO REMAIN 1 I Q 1 SPACE PREP Planning L Engineering /1) \ a �1 E ! 1E' o �o \• , EXISTING DEMISING TO REMAIN ' T- _ oil 3 LINCOLN I !L EXISTING FLUSH FLOOR POWER AND DATA LOCATION 4 LINCOLN ^ c� I I f EXISTING DUPLEX OUTLET _..... k Ilk. . 1C.O 14�'' o 7..... EXISTING QUADPLEX OUTLET RED '4;ate�' - _q ■ "p Portland, OR 0 _ LOBSTER u. • SUITE 200 503.224.9560 / 1 " EXISTING DATA/PHONE ROUGH IN LOCATION Vancouver, WA y �� � � ! '. 2 LINCOLN � y 1 1 LINCOLN iftie................ ''• :•. � - EXISTING COVERPLATE 60.695.7879 Seattle, WA ai ;:i TQ EXISTING THERMOSTAT 206.749.9 93 "'I` � EXISTING LIGHT SWITCH WWW.mc rtland 0 Riiiii -- o,�r,,o>«•.— 1 LINCOLN ,- o 10300 S\AI G ROAD �� LINCOLN Is !■�` _ k:,.k. TOWER fltf ak o, EXISTING LIGHT SWITCH WITH OCCUPANCY SENSOR MACKENZIE . ARIIIIIIIIIIIIfi '",.. \ ® TIGARD OREGON �� _ _ EXISTING CEILING MOUNTED FIRE STROBE LOCATION DESIGN DRIVEN I CLIENT FOCUSED I Iiiiil Iii ,N111S ' --T ' II II111lIII�11llllf - FIRE EXTINGUISHER LOCATION Client Li: 4flatft141VAIWG - min moriffmitilm 0 ® EXISTING EXIT SIGN - ntrominfrimmumn ./// PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE CONFIRMED THROUGH SEPARATE * "11111111111111111111111110 n•■ ■ 2 PERMIT SITE SW Oak Street SHORE STEIN r EXISTING CEILING GRID All 1,D NOT TO SCALE VICINITY MAP NEW CEILING GRID NI 0 ►`r B CKIUP 2'X4' LIGHT FIXTURE TO REMAIN. HATCHED INDICATES FIXTURE ON 24-HOUR BATTERY INDEX OF D RAW I N G S GENERAL Project [>01 EXISTING 1X4' LIGHT FIXTURE TO REMAIN G0.01 TITLE SHEET, CODE SUMMARY PLAN, SCHEDULE OF INTERIOR FINISHES,AND NOTES VACANCY SPACE ::• _.`. PREP - SUITE 200 ■ ....a' •--•-' [XVII EXISTING SUPPLY/RETURN VENT TO REMAIN ARCHITECTURAL ......... ........"----------------------------------------------- . ......... ......... ... ........... ::....: A1.10 DEMOLITION PLAN, PARTIAL SECOND FLOOR PLAN, REFLECTED CEILING PLAN, INTERIOR DETAILS, �rNic :•: AND NOTES . E 1. I 1 - 1111 7 10300 SW GREENBURG :� i _ : I-YrYw-„i,--�, } 't SCHEDULE OF INTERIOR FINISHES SCOPE OF WORK ROAD ' `�"° �' =���m, � TIGARD OREGON 97223 - ------------- -------....._..] :.:...:........„. THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR LANDLORD IMPROVEMENTS OF , 4 -- . •: .. PL-1: (CABINET FACES) MATCH EXISTING TO REMAIN APPROXIMATELY 3,118 SQUARE FEET ON THE SECOND FLOOR OF FIVE FLOORS TOTAL. WORK TO INCLUDE DEMOLITION AND NEW FINISHES. J� s ” = PL-2: (COUNTERTOP) MATCH EXISTING TO REMAIN �� `Li�tC�l : >:,...,-- :: . ::::: VALUATION: $6,000 '- RB-1: BUILDING STANDARD, TBD L D. :LII / rr j LVT-1: BUILDING STANDARD, TBD D ES I G N C O D E DATA r CPT-1: BUILDING STANDARD, TBD POR •ND E `.�' '_ GOVERNING CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE tJlI� A - a Ix� r ! OCCUPANCY: B iu TS-1: TRANSITION BETWEEN CPT AND LVP ONLY: FUTURA METAL, LVT NO-LIP RAMP, 402021, a CONSTRUCTION TYPE: TYPE 1-B 47>i› # w A ;I `: . (3MM TO 4.5MM), COLOR SILVER 0 — TENANT AREA: APPROXIMATELY 3,118 SQUARE FEET OF— _ I - OCCUPANCY LOAD: 21 r j_rj j:'ll�!� P 1: (GENERAL PAINT) BUILDING STANDARD, TBD ;;',,- I .., ;1 2 REQUIRED EXITS, 2 EXITS PROVIDED. MACKENZIE 2021 L_ I PAINT NOTE: EGGSHELL WASHABLE FINISH CEILING ALL RIGHTS RESERVED O S G L G AND SOFFITS SATIN WASHABLE FINISH AT EXITS ARE EXISTING AND MAY MODIFIED IF REQUIRED AT TIME OF TENANT IMPROVEMENT. DOORS � Q _- _ WALLS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 WITH A GOOD SCRUB RATING _ WILL REMAIN AS IS FOR VACANCY SPACE PREP PLAN SHOWN ON THE PERMIT SET. THESE DRAWINGS ARE THE PROPERTY OF •J �� AND SHEEN AT 15%-25%AT 60 DEGREES. MACKENZIE AND ARE NOT TO BE USED le r4 J a. . ..•. 4 BUILDING HAS ON SITE EMERGENCY GENERATOR FOR FIRE/LIFE/SAFETY BACKUP POWER. OR REPRODUCED IN ANY PRIOR WRITTEN PERMISSIONER, MO . ,:c„„„:•_ 114 I I 1 � • _i_... - REVISION SCHEDULE dilCODE SUMMARY LEGEND SEPARATE PERMIT Delta Issued As issue Date 2019 OSSC SECTION 107.3.4.1 (BY SEPARATE PERMIT) EXIT EXIT ACCESS MECHANICAL ELECTRICAL A 0 2 CODE SUM MARY PLAN ® ILLUMINATED EXIT SIGN FIRE EXTINGUISHER LOCATION NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. 0,0 2ND FLOOR NTS THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT NOT IN SCOPE INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO I ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL PROJECT GENERAL NOTES DIAGONAL DISTANCE = 78'-2" • 4 DIAGONAL = 39'-1' (MIN. DISTANCE ALLOWED) VALIDITY OF PERMIT A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FORA COMPLETE, WORKING SYSTEM. — — DISTANCE BETWEEN EXITS: 26'-1" CONTACTS THE ISSUANCE OF A PERMIT SHEET TITLE: BASED ON CONSTRUCTION B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. — — — on COMMON PATH OF EGRESS TRAVEL = 100'-0" MAX. utiuuNItIV I a AIV ) U I HER TITLE SHEET, DATA SHALL NOT PREVENT 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 n 65'-3• ARCHITECT CONTRACTOR VICINITY MAP, �J THE CODE OFFICIAL FROM CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. REQUIRING THE CORRECTION CODE SUMMARY - TRAVEL DISTANCE 200'-0" MAX. (TABLE 1017.2) MACKENZIE RUSSELL CONSTRUCTIOf�F ERRORS. OSSC 145.4 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 T 1515 SE WATER AVE, SUITE 100 20915 SW 105TH AVE PLAN, SCHEDULE CALLED TO THE ATTENTION OF MACKENZIE. E 125'-0" PORTLAND, OR 97214 TUALATIN, OR 97062 OF INTERIOR 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 CONTACT: LINDSEY CARPENTER CONTACT: DONN STURDIVANT FINISHES, AND OVER PLANS. IN THE CASE OF A CONFLICT,THE HIGHEST COST OPTION SHOULD BE PRICED. TEL: 503.224.9560 TEL: 503.692.9002 NOTES SYMBOLS AND REFERENCES FAX: 503,228-1285 F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. EMAIL: EMAIL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM LCARPENTER@MCKNZE.COM CCB: 58918 ' DRAWN BY: SJR 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. PROJECT NORTH LANDLORD/OWNER H. DO NOT SCALE DRAWINGS. OFFIC =COPY . CHECKED BY: LJC, PDK NORTH ARROWTRUE NORTH I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. r SHORENSTEIN REALTY SERVICES J - - CITY OF TIGARD, SHEET: 5335 MEADOWS ROAD, SUITE 275 yI D FOR CODE COMPLIANCE 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 LAKE OSWEGO, OREGON 97035 RECYCLING/RE-USE OF DEMOLITION DEBRIS. Approved' 1 KEYNOTE O CONTACT: ROB FABIAN OTC: _- 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 SPACE NAME TEL: 503.412.4844 Pct -• �� ��� 1 r , �� _ ■ 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. OFFICE' SPACE # EMAIL: RFABIAN@SHORENSTEIN.COM ROOM/SPACE IDENTIFICATION 114 Address: j L:el soh- jcv3 Sev , L. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. EXIST. FLOOR FINISH Suite#: n 0 6-eceh ,I4a'- JOB NO. P-1 B-1 WALL BASE FINISH Date: 2190955.26 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 By: l"— ic- i 3"LI OWNER. WALL FINISH PERMIT SET 04/23/2021 DOOR SYMBOL NUMBER 101A • 2190955261DRAWINGS\ARCHITECTURAL126_G0.01.DWG SJR 04/22/21 08:01 1:96.00 GENERAL NOTES x II II - ®, .,, . DEMOLITION Mi IMI I I Ii - CONFERENCE I I A. REMOVE EXISTING FLOORING THROUGHOUT. PATCH, REPAIR AND PREP SUBSTRATE AS REQUIRED TO -I- LOBBY „IF RECEIVE NEW FINISHES. SEE SHEET G0.01 FOR FINISHES. M . 202 � , 7., � E rExisi) .:i► P 1�B-1 L P2011 T.11 ® B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE WORK. ANY P-1 ftB- CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN THE PLANS SHALL BE „ Architecture Interiors 4'-14`± O GALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO THAT THE CLARIFICATION CAN BE �( AxIST ISSUED. Planning . Engineering ,: + I•+60n{D M"4 i,; '' •+66 ilb n ` 0 ( C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR FUTURE USE. OFFICE D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD ' ;k 203 4 REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. CPT-1 1 0 t` --• +'' P-1 IRB BREAK +`� - E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS Portland, OR . iii +^B 207 .,3' REQUIRED. 503.224.9560 F °°� LVT-1 Vancouver, WA =f P-1IRB- F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. UU n .. A re n ii 360.695.7879 • • ( • • 0.- G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY Seattle, WA --• y COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE 206.749.9993 ` y ,i,;; OP=N OFFICE O 206 :IL CD ARCHITECT/DESIGNER, WWW.mcknze.com TYP + CPT-1 © H. SALVAGE ALL EXISTING pOORS AND HARDWARE FOR RE-USE.P-1 � MACKENZIE .Ktc 41 ,_,,i,(f) ,,F,•,,., =� e ,* '� FLOOR PLAN DESIGN DRIVEN I CLIENT FOCUSED Client * ky 0 I. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. • ...� ` • TYP i ,. . � ;* • • • J. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. iii IF K. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. +0•=4:1c- -1.•-•,- .1 • L. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 4/A1.10. SHORE STE IN • =01 ' fv 1 •• $- M. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. 1G •1 • COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS *1A_+ea• } •1 • BY DEFERRED SUBMITTAL. _'”43:1) ® ' r N. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. • • _ CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. ' ,• • • • 0 • • Project o C 609 OFFICE 0. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN VACANCY SPACE ,t6 as._ v 2 OFFICE 205 PERFORMED ON 04/19/2021, WHILE VACANT AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS �' —t L �° BEEN UPDATED (OBSERVATIONPREP - SUITE 200 E IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD • • CPT-1 C-17 •• • VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. , it EXIST P-1JRB- F P-1 B- • _ a T ii . . P. MODIFY EXISTING PLUMBING ROUGH-IN LOCATIONS AND/OR BLOCKING AS REQUIRED TO MEET ADA • • MOUNTING HEIGHTS AND REQUIREMENTS. 10300 SW GREENBURG • L v • ....- i Q. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. ROAD R. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. TIGARD, OREGON 97223 VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY I DEMOLITION PLANilip PARTIAL SECOND FLOOR PLAN ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. ; S. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH ��1�` 441?C li ' 1 1/8"=1'-0" li 1/8"=1'-0" EXISTING. � 7r..r. c". ILD. :LI. REFLECTED CEILING PLAN p ��/ n • T. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-7"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. POR •ND .'Eft. I I U. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER `� i • _ _ 1 _?) . EN. ___ OF 2x2 TILE, UNLESS NOTED OTHERWISE. OF v ., ,fi ' V. 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 C ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO ALL RIGHTS RESERVED �(' REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY ARCHITECT OF ANY MACKENZIE 2021 THESE DRAWINGS ARE THE PROPERTY OF AOC: RE` CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. EOADNUDC AND ARE NNAONTYTO ABNEN USED �`� :( I di . lx � / CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION WITHOUT PRIORWRIITTEN PERMISSION MTh • -- • i X AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED ' ' BY LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. REVISION SCHEDULE • — Delta Issued As Issue Date %?1\@ _..L_ / KEYNOTES X.\\ Xi< FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERG 2 / ,4 0 WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS CLIP 8" MAX. 1. CONTRACTOR TO INSPECT FLOOR CONDITIONS PRIOR TO LEVELING CONCRETE. NOTIFY A/E AND ><Ni ' - / �P DIRECTLY TO WALL FRAMING OWNER OF ALL RECOMMENDED IMPROVEMENTS. SKIM FLOORS AS REQUIRED TO PREP FOR NEW ` "� 1 FLOOR COVERINGS. * LADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS f �3` 2. ALIGN FLOORING TRANSITION WITH EDGE OF WALL. 1 ® )zZ®� WITHIN 8" OF PERIMETER u��.. uwww - LATERAL BRACING WITH APPROVED VERTICAL '° 3. LINEAR DIRECTION OF FLOORING PLANK. X-111 `� r� COMPRESSION STRUT AT 12'-O" OC EA WAY 4. CLEAN AND REPAIR EXISTING CABINETRY TO REMAIN TO LIKE-NEW CONDITION. REPLACE EDGE COUNTERSLOPE HANGERS IF MORE THAN 1: 6 OUT OF PLUMB 2 Q BANDING IF REQUIRED. I • _ SHEET TITLE: 1,0 ' 5. PROVIDE NEW FLOOD STOP AT EXISTING SINK TO REMAIN, DEMOLITION PLAN // I "ATTACHED I ! WALL" ` `�� 6. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. OBSERVATION IS PARTIAL SECOND , 44' ® X14 ` N LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY VARIATIONS TO BE FLOOR PLAN, -, - OO 1CONFIRMED ON SITE BY CONTRACTOR. ��� •� / • O OCELING EDQE AT WALL NTS 7. PATCH AND REPAIR CEILING GRID AS REQUIRED BY DEMOLITION. NEW CEILING GRID TO ALIGN WITH REFLECTED ' �� NOTE: FOR UNATTACHED WALLS PROVIDE A EXISTING. ��/�I / /. CEILING PLAN, TPP O r 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP • ® _ -- DO NOT SCREW BERG 2 CLIP TO TRACK INTERIOR DETAILS, `/, AND NOTES - / TABLE MAX. LENGTH BX___.7\XI /- -- \- ..._.8.1, �- CROSS RUNNERS FIT BETWEEN MAIN RUNNERS „ MAIN RUNNERS AT 4'-O" OC SUPPORT WITH #12 1/2" DIA CONDUIT (EMT 5;-10" DRAWN BY: SJR \ 1A�; WIRE AT 4'-O" OC OR WITH #10 WIRE AT 5'-O" OC EA WAY 3(4" DIA CONDUIT EMT 7 -8" l • - • \ �� 6'-O" MAX / LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-O" OC 1 I DIA CONDUIT EMT) 9'--9" CHECKED BY: LJC, PDK EA WAY. BEGIN BRACING WITHIN 6'-O" OF PERIMETER AND 2" SGL 1625125-33 M 1 S` UV 12'-O" •' �'' � FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) SHEET: 0 • NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 1625125-33 15'_0" APPROVED TYPE AND HAVE A 160# CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO MTL STUDS (1-5/8"x2OGA) 111_ WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 2505125-33 MTL STUD 13'_6" Al • BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND TRAPEZE DUCT WORK AND (2-1/2"x2OGA) ■ OTHER LARGE BACK TO BACK 2505125-33 15'-0" ASTME580 OBSTRUCTIONS MTL STUDS (2-1/2"x2OGA) I REFLECTED CEILING PLAN 4 SUSPENDED CEILING BRACING JOB NO. I 1 1/8"=1'-0" , 1 1 1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z PERMIT SET 04/23/2021 THAN 2,500 5F. PROVIDE HEAVY DUTY GRID SYSTEM. 2190955261DRAWINGS\ARCHITECTURAL126_A1.10.DWG SJR 04/22/21 08:10 1:96.00