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Plans (20) BU P2018-00308 IVII OWNER SHORENSTEIN REALTY SERVICES ROB FABIAN – PROJECT MANAGER – CONSTRUCTION Architecture Interiors AREA OF WORK RFABIAN®SHORENSTEIN.COM BRIDGEWELL RESOURCE A 5335 MEADOWS ROAD, SUITE 275 Planning Engineering LAKE OSWEGO, OREGON 97035 PHONE: (503)412-4844 LONGEST COMMON PATH = 26'-3" LONGEST COMMON PATH = 23'-0" RECEIVED Portland, OR TENANT IMPROVEMENT . 503.224.9560 GENERAL CONTRACTORNov 7 2018Vancouver, WA V RUSSELL CONSTRUCTION CITY O 'TIGARD 360.695J879 DONN STURDIVANT/ARNE WAYRYNEN 5 L_INJL_N ���ILBI rG DIVISIONILDING DSeattleIVISI DSTURDIVANT®RUSSELLCONSTRUCTION.COM i 20915 SW 105TH AVENUE www.mcknze.com gi 7 L, rUALATPHONE: IN(, OREGON92-99070026 002 97062 10200 GREENBURG ROAD MACKENZIE Y 503)6 w EXIT � DESIGN DRIVEN I CLIENT FOCUSED _ o �� TIGARD, OREGON I 7. ., rz.-A�� -- client Vo' x 7 II .■si. qL / 1 1■ . _ E i 'y I 111 _ 1 I. LEGEND BRIDGEWEL �... . -. it•�1ga 0 �..} EXISTING CONSTRUCTION TO BE DEMOLISHED __ INDEX OF DRAWINGS i I EXISTING WALL TO REMAIN G0.01 PROJECT INFORMATION, PROJECT LEGEND, CODE SUMMARY PLAN AND NOTES �—.--.. G NEW WALL TO UNDERSIDE OF GRID, SEE 5/A1.10 A1.10 PARTIAL FIFTH FLOOR PLAN, REFLECTED CEILING PLAN, SCHEDULES, DETAILS Project \' ..-) EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION AND NOTES BRIDGEWELL RESOURCE SUITE 500 EXISTING LIGHT SWITCH SCOPE OF WORK TENANT IMPROVEMENT fl - - Q 4 CARD READER LOCATION THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS FOR AN APPROXIMATELY 17,286 SQUARE FOOT FULL FLOOR EXISTING TENANT ON THE 5 VNcOLN O FIFTH OF SEVEN FLOORS. WORK TO INCLUDE DEMOLITION, NEW WALLS AND DOORS AT 1020 GREENBURQ ROAD KEY NOTE FOR REFERENCE APPROX. 304 SQUARE FEET OF AREA. TIGARD, OREGON \ \ DISTANCE BETWEEN EXITS = 99'-2" SaoA DOOR NUMBER SYMBOL TENANT APPROVAL. TOTAL DIMENSION = 175'-9" �� 3041 4dYjp : EXIT REQUIRED EXIT DESIGN/CODE DATA P E. P. ALTO , ri i OF DIAGONAL = 58'-7 GOVERNING CODE: 2014 OSSC • sip • I EXISTING CEILING GRID OCCUPANCY: B 9.0' LAND, OREGON CONSTRUCTION TYPE: TYPE I–B TENANT AREA (APPROX): APPROX. 17,286 S.F. O pg ,.NoCODE SUMMARY PLAN EXISTING 2x4 LIGHT FIXTURE TO REMAIN OCCUPANCY LOAD: 173 F ' EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED FIFTH FLOOR –5 LINCOLN NTS �' '� 2 REQUIRED EXITS, 2 EXITS PROVIDED MACKENZIE 2018 IMIll TRUE PLAN RELOCATED 2'x4' LIGHT FIXTURE ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE O ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY NORTH NORTH EXISTING SPRINKLER HEAD BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION OF MACKENZIE AND ARE NOT TO BE WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION EXISTING SUPPLY/RETURN VENT TO REMAIN ' PROJECT GENERAL NOTES SEPARATE PERMIT REVISIONS: inQ REVISIONS REVISION DELTA A BATT INSULATION CENTERED ON WALL 2014 OSSC SECTION 107.3.4.2 (separate permit by others) >•o THIS CLOSING DATE A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN FIRE SPRINKLER INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. FIRE ALARM ' B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE MECHANICAL EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. ELECTRICAL • 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 I I CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE , PERFORMED AT NO ADDITIONAL COST TO THE OWNER. NOTE: DESIGN BUILDERS FOR FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT I I SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. PRIOR TO SUBMITTAL ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE SHEET TITLE: PRICED. PROJECT F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS INFORMATION, OCCUR, UNLESS NOTED OTHERWISE. VALUATION PROJECT LEGEND, G. 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 ACCESSVALUATION OF WORK = $7,197 OFFICE COPY CODE SUMMARY FLOOR. CITY OF TIGARD PLAN AND NOTES H. DO NOT SCALE DRAWINGS. I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN REVI WED POR CODE COMPLIANCE PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING Approved I MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR OTC: Ni RECYCLING/RE—USE OF DEMOLITION DEBRIS. Permit #• l��t��l�j ��,30 DRAWN BY: YNJ 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 Ac�clress; J�� aa l�srC�L�s1.� rd MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING Suite #: CHECKED BY: MRT, PDK .��p THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY By: - Date: U _ [`_/ SHEET: BY TENANT. L. ALL DESIGN–BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. CITY OF TIQAR M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED ANDGO PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL Approved by Planning o.oi COORDINATE WITH THE OWNER. Date: ii-7-1 Initials: S( ' JOB NO. o 2150950.33 PERMIT SET: 11/05/2018 •215095033+ C:\TEMP\ACPIJBLISH-11368\33-00.01.OWG YNJ 11/05/18 12:42 1:96.00 FLOOR OR ROOF STRUCTURE ', POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT BERG 2 8" MAX. DDDR SCHEDULE HARDWARE GROUPS WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT CLIP STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER �_ DOOR DOOR DOOR FRAME HARDWARE ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS STABILIZER BAR NO. OPENING SIZE DETAILS RATING COMMENTS H--1: SECURITY DOOR/ KEY CARD THK TYPE MAT'L FINISH MAT'L FINISH GROUP ACCESS WITHIN 8" OF PERIMETER � '\3� LOCKSET F84 GRADE 1, -- LATERAL BRACING WITH APPROVED VERTICAL © ' EXIST 3'-0x8'-5" EXISTING DOOR BUTTS, STOP, CLOSER, CARD -4--- COMPRESSION STRUT AT 12'-0" OC EA WAY y2�. / • 502A 3'-0x8'-5" 1-3/4" FL SC S HMK FF 9/A1.10 H-1 -- 1 READER, ELECTRIFIED STRIKE COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB , a DOOR CONTACT CONNECTED Architecture Interiors GENERAL NOTES TO ALARM SYSTEM// ir N Planning . Engineering • "ATTACHED A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. ' WALL" �0• `� B. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. ABBREVIATIONS OO Ir , C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE EX EXISTING 1A CELNQ EDGE AT WALL NT$ POSSIBLE. FF FACTORY FINISH Portland, OR O NOTE: FOR UNATTACHED WALLS PROVIDE A FL FLUSH �� 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP HMK HOLLOW METAL KNOCKDOWN 503.224.9560 ' -- DO NOT SCREW SERC 2 CLIP TO TRACK COMMENTS P PAINT Vancouver,WA >.---/ S STAIN 360.695.7879 TABLE MAX. LENGTH SC SOLID CORE WOOD Seattle,WA .._s% i� CROSS RUNNERS FITBETWEEN MAIN RUNNERS 1 ., 1. PROVIDE ELECTRIFIED HARDWARE TO COORDINATE WITH TENANT PROVIDED CARD KEY ACCESS SYSTEM 206.749.9993 MAIN RUNNERS AT 4'-0 OC SUPPORT WITH #12 /2 DIA CONDUIT (EMT) 5 -1O www.mcknze.com OAi WIRE AT 4'-O" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY 3(4" DIA CONDUIT EMT) 7'-8" / 6'-o MAX \ LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1 DIA CONDUIT EMT) 9'-9" FINISH LEGEND - EA WAY. BEGIN BRACING WITHIN 6'-O" OF PERIMETER AND 2" SGL 1b15125-33 M L S UU 12'-O" MACKENZIE FROM CROSS MEMBER IN AREAS GREATER THAN L000 SF (1-5/8"x2OGA) , N. WALL E. WALL S. WALL W. WALL CEILING DESIGN DRIVEN I CLIENT FOCUSED BACK TO BACK 1625125-33 ROOM FLOOR MAT'L BASE MAT'L CEILING NO f t: i 5'-O" NO. ROOM NAME FINISH FINISH MAT'L MAT'L MAT'L MAT'L MAT'L HEIGHT COMMENTS ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN APPROVE') SECURE ALL HANGERS TO MTL STUDS (1-5/8"x20GA) FINISH FINISH FINISH FINISH FINISH Client TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING WIRES TC BLDG STRUCTURE. SGL 2505125-33 MTL STUD 13'_6°' 501 CONFERENCE EXIST EXIST/RB EXIST EXIST GB/P EXIST EXIST EXIST - HAVE A 200# CAPACITY. SUSPENDED CEILING BRACING TO TRAPEZE DUCT WORK AND (2-1/2"x2OGA) 502 FILE EXIST EXIST/RB GB/P EXIST EXIST EXIST EXIST EXIST - OTHER LARGE BACK TO BACK 2505125-33 15'_0" COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND ASTME580 OBSTRUCTIONS MTL STUDS (2-1/2"x20GA) FINISH SCHEDULE NOTES: ABBREVIATION$: 4 A. ALL INTERIOR FINISHES TO MATCH SUITE STANDARD, COLORS TO BE EXIST EXISTING Fil B R I DG E W E L 1 SUSPENDED CEILING BRACINGCOORDINATED WITH TENANT. GB GYPSUM BOARD _JURCES- B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. P PAINT A1.10 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z PAINT NEW WALL ONLY. RB RUBBER BASE THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. 0 C. PROVIDE NEW RUBBER BASE AT NEW WALL ONLY. Project ATTACH STUD TRACK BRIDGEWELL RESOURCE / • THROUGH GRID TO SUITE r / GYPSUM BOARD PARTITION \ • \ / / BRACE ABOVE SOUND ATTENUATION BATT ll I I TENANT IMPROVEMENT SUSPENDED CLG • / / / AT ALL WALLS, TYP. I ASSEMBLY • / >K _-_. /L x • s � ! fill\ `. /, / 4 LINE OF SILL AS OCCURS 1-Al 5 LINCOLN ��}4540 © 10200 GREENBURG ROAD _ a �� [CONFERENCE 5010 ' TYP 1 7 , TIGARD, OREGON CUT TILE FOR TIGHT METAL STUD BRACING TO FLOOR Ci? 0 / / / / I ALUMINUM TRIM PIECE "GEE" AwA.il►,r..iiarrato •i�iui iir.J . STRUCTURE AT 8'-0" OC W/ (2) #8W/ w" FINISH A \ ±!��% �/,/z// j �% `A FIT AT WALLS W / 1 RETURNS, SHEET METAL SCREWS AT EACH END. r FILE A� CASING BEAD i STUD SIZING PER SPAN TABLE. / TO MATCH WINDOW FRAMES Q �I o 4I $ 31) USG 200-A (ANODIZED BUILDING g" '� 502 i i l v • 3041 BRACING TO BE PROVIDED WHERE © _ I ,�j • DISTANCE BETWEEN PERPENDICULAR STANDARD) / ' % V V/� . t°,` iMIM��+VrEZMI PET P. ALTO SOUND ATTENUATION • -c-, INTERSECTING WALLS OR HORIZONTAL S I 1 1 I I 1 1 t I rP stiv a , AT ALL NEW WALLS, TYP. _. ,_ BRACING BETWEEN WALLS EXCEEDS • y �_� 3 • • �� LI 8 -0 QC miur,.,,. NEOPRENE SEAL r-i 8 REFLECTED CEILINGf� PQRTLAND, OREGON PARTIAL FIFTH FLOOR PLAN PLAN GYP BD EA SIDE METAL STUDS SEE WALL HEIGHT 1/8„-1,-0„ A1.10 1/8"=1'-0" ' OF 0 TABLE FOR GAUGE AND SPACING A1.1O CONT ACOUSTIC SEALANT EA 1 "LSTOREFRONT GLAZING , SIDE AGAINST TRACK NO �' SYSTEM © MACKENZIE 2018 L. ALL RIGHTS RESERVED 1/2" MAX . l _ J : ,/" SEALANT AT SIM GOND KEYNOTES SCHEDULE OF INTERIOR FINISHES THESE DRAWINGS ARE THE PROPERTY I OF MACKENZIE AND ARE NOT TO BE ~ BOTTOM TRACK TO FINISH USED OR REPRODUCED IN ANY MANNER, CONCRETE SLAB FLOOR W/ POWDER DRIVEN I. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 6/A1.10. MODIFY EXISTING P-1: TO MATCH EXISTING SUITE STANDARD WITHOUT PRIOR WRITTEN PERMISSION .. j WINDOW COVERINGS AS REQUIRED. , ANCHORS AT 4'-OOC ? 2. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. RB-1: TO MATCH EXISTING SUITE STANDARD REVISIONS: 5 NON-BEARING WALL z OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. * NOTE: EGGSHELL WASHABLE FINISH AT CEILING AND SOFFITS, SATINz o G REVISIONS REVISION DELTA ,i 6 WALL AT EXTERIOR MULLION ANY VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. WASHABLE FINISH T » THIS CLOSING DATE A1.10 AT FLOOR AND SUSPENDED CEILING 3"=1P-0 Q A1.10 3 _1 _0 Q 3. PATCH AND REPAIR WHERE AFFECTED BY DEMOLITION, TO MATCH EXISTING FINISHES I A WALLS SEMI-GLOSS FINISH AT ALL TOILET ROOM >.o SHEET 3 3 TO BUILDING STANDARD. WALLS AND CEILINGS. FINISH TO HAVE A MASTER PAINTER INDEX OF 3 I 4. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT WITH A GOOD SCRUB RATING AND SHEEN AT 15%-25% AT 60 DEGREES. ! * "5 LINCOLN” STUD SIZE: 2h" VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL • ! LAYOUT. • 5. CONFIRM LOCATION OF ELECTRICAL COMPONENT AS AFFECTED BY NEW LIMITING WALL HEIGHT TABLECONSTRUCTION. RELOCATE AS REQUIRED. • • 6. CONFIRM RELOCATION OF EXISTING LIGHTING FIXTURE AS AFFECTED BY NEW WALL. • •1 INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf 7. PROVIDE SOUND ATTENUATION BATT ABOVE CEILING TILES, 4'-O" CENTERED ON WALL ' DESIGNATION SPACING MAX. WALL HEIGHT AT ALL NEW AND EXISTING CONFERENCE ROOM WALLS. SOUND ATTENUATION BATT I ' Itle AS OCCURS 2505125-18 24" 8'-4" GYP BD WALL AS OCCURS 2505125-18 16" 9'-7" GENERAL NOTES _ `k � _ - ,- .. SHEET TITLE: • 2505125 27 24" 9 10 PARTIAL FIFTH A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. FLOOR PLAN, �t 250S125-18 16" 11'-3" B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 3625125-18 24" 13'-5" C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. REFLECTED • D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 1/A1.10. CEILING PLAN, DOUBLE STUD AT JAMB, TYP 3625125-18 16" 14'-4" E. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND SCHEDULES, 1_23625162-33 16" 16'-5" PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. F. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANTS VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. DETAILS AND TIMELY FRAME; 3625162-43 16" 18'-0" G. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. NOTES H. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. MIL MATCH BLDG STD 600S162-33 16" 24'-6" I j I. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. I NONJ. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS NOT BEEN PERFORMED AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS NOT BEEN DRAWN BY: YNJ INTERIOR WITH CERAMIC TRU1LE��FACING ON-L/36 ® 5psf WALLS UPDATED. CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. K. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. CHECKED BY: MRT, PDK L. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF , DESIGNATION SPACING MAX. WALL HEIGHT WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. SHEET: 362S125-18 16" 12'-4" (/-) M. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. N. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-9"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. 362S125-33 16 „ 14'-3" 0. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. Li .1 P. ADD SOUND INSULATION IN ALL NEW WALLS, EXCLUDING PARTIAL HEIGHT WALLS. WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH < A110 Q. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ' 1/2" GYPSUM BOARD ATTACHED WITHENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND #6 SCREWS MIN. AT 12"-O" O.C. MAX. = NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES c5 NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION JOB NO. e� 9 TYP INTERIOR DOORr-KiThVVAI._L HEIGHT TABLE THROUGH DEFERRED SUBMITTAL. 2150.a]3 A1.10 HEAD SIMILAR 3"=1'-0Cr A1.10 -J PERMIT SET: 11/05/2018 .215095033. C:\TEmP\ACPuBLISH_11368\33-A1.10.DWG YNJ 11/45/18 12:42 1:96.00