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Plans BU P2019-00019 r • OWNER PORTLAND AUTISM M SHORENSTEIN REALTY SERVICES /? r, sw�ocust s __ ROB FABIAN -- PROJECT MANAGER - CONSTRUCTION L __ I I I_I I - RFABIANt�SHORENSTEIN.COM Architecture Interiors f ®� • ® + �3 a I i 114 � y 5335 MEADOWS ROAD SUITE 275 / , j _11 O � Y - LAKE OSWEGO, OREGON 97035 Planning Engineering Th,..., • ::.,.....rt = Il;�II���i',i!��,�I, �"�Ii, � = PHONE: (503)412-4800 I _ :f RECEIVED 4 : .__ i 1. 1L_ i ll��i * S n„ s��S ' STRUCTURED PARKING I ,itNANT IMPROVEMENT - , (,:tt �II,i ;I l ;11 GENERAL CONTRACTOR JAN 2 2019 CITY OF L 16AHD Portland,OR ' I BUILDING DIVISION 503224.9560 ..�J 'frll�ll , 111 111 ;1111 x . . - -, -__r 1 1,-=, .., 117 m-r� , ;' RUSSELL CONSTRUCTION 1 L l N CC L N r` I4 DONN STURDIVANT/ARNE WAYRYNEN EE I ��; Vancouver,WA I a L\ N I 1111� // DSTURDIVANT@RUSSELLCONSTRUCTION.COM X78 ____..r ,•11 a ,j -•' _ rw- ` 20915 SW 105TH AVENUE 103003 Sw GREENBURG RD. Seattle,� � �� O pry, /� TUALATIN, OREGON 97062 •,x -', r� _ PHONE (503)692-9002 I it _ - TVALIDITY OF PERMIT www.mcknze.com .,,-04 ,Sul ! — r\74,47 THE ISSUANCE OF A PERMIT „ :_. , R/ _ p x = TIGARD, OREGONLEGENDMACKENZIE '0a _ / BASED ON CONSTRUCTION l�li'%�fll,%l/lll� �;' .. _: ti: r�••` _____ Y u r DOCUMENTS AND OTHER DESIGN o�rviH I cLr�Hr 1<ocu.cn s ,• ,_LL .__ ..: ... DATA SHALL.NOT PREVENT �\7jEJ\\\\tit / ' �' 0 ,.d i;<. x �� � EXISTING WALL TO REMAIN �.' rr �rig rr it ri , i � / � ' � Zl� 1-; _y-- � � ±r / THE CODE OFFICIAL FROM Client REQUIRING THE CORRECTION /I / A m . • 19 9 t j -- 11 I , OF ERRORS. OSSC 105.4 EXISTING 1 HOUR RATED WALL TO REMAIN 1 1 qi" � licvw � IIIIIl..l 1 tic r lIi %,t,__ — I111III - • •- EXISTING DEMISING WALL TO REMAIN ° 5/ PIl�il ftI1III!'� 1_:,:.a--7" R ,;;; _� ,+ \ �1l�IR w. -- 9 INDEX OF DRAWINGS SHORE STEIN / N _ EXISTING QUADRUPLEX OUTLET PLAZA ` �� �r -- I - I I I i I I l- I 'i Il =1 G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES TI II , , I, < ,, \ f EXISTING DUPLEX OUTLET J StRUCTUREDPARKING - STRUCTURED PARKING A1.10 PARTIAL SECOND FLOOR PLAN, REFLECTED CEILING PLAN, DETAILS, NOTES T . -_- +11 1 I II11i .viii �:i� i I i �i,i . .. - I,• EXISTING COVERPLATE LOCATION TO RECEIVE NEW TELEPHONE/DATA AND FINISH SCHEDULE -\,,,,, ��� ,_ \H!IIlHillllmwHHwH� ROUGH IN LOCATION Illii. .II.�FI ,1 ,, , `Y oak street ° EXISTING COVERPLATE Project -I r— EXISTING LIGHT SWITCH SCOPE OF WORK PORTLAND AUTISM 25' 50' 100' 200' TENANT IMPROVEMENT fa THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS SUITENEW LIGHT SWITCH WITH OCCUPANCY SENSOR FOR AN APPROXIMATELY 1,429 SQUARE FOOT TENANT ON THE SECOND OF FIVE FLOORS. 210 WORK TO INCLUDE A NEW WALL AND DOOR. AREA OF WORK 8 EXISTING FIRE STROBE FE EXISTING FIRE EXTINGUISHER TENANT APPROVAL' 10300 EIW BURG RD. 1 SITE PLAN „GSD, OREGON et CP EXISTING THERMOSTAT G0.8 NTS O KEY NOTE FOR REFERENCE DESIGN/CODE DATA EXIT REQUIRED EXIT gyC00E:OVERNING 2014 OSSC 40 ” ■ sly -�. . to a : B �f i i = 0 I I EXISTING 2'X2' CEILING GRID CONSTRUCTION TYPE: TYPE I-B T , ..". /i i�KI n ir f uENANTAR EA (APPROX): APPROX. 1,222 S.F. • riuk EXISTING 2'x4' 24-HR LIGHT FIXTURE TO REMAIN OCCUPANCY LOAD: 13 /' • •0 t, 11 EXISTING 2'x4' LIGHT FIXTURE TO REMAIN 1 REQUIRED EXIT, 1 EXIT PROVIDED . 01 - • lin i1in" THE EXIT IS EXISTING AND HAS APPROPRIATE EXIT SIGNAGE OF 0 " • „smp 134.1-1 '""' . . a �, EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED BUILDING IS NOT SPRINKLED AND HAS NFPA SMOKE DETECTION _ WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER , I . s:r�"�� . r\) RELOCATED 2'x4' LIGHT FIXTURE O MACKENz1E 2SCIL- Lt:-Ll'i ,�uusun ALL RIGHTS RESLRVED ' ElTHESE DRAWINGS ARE THE PROPERTY I ® EXISTING SUPPLY/RETURN VENT r0 REMAIN SEPARATE PERMIT OF MACKENZIE AND ARE NOT TO BE 7 . . _7 Er0 , 1 (separate permit by others) UUCED EN ANY MANNER, WITDHOUTOR RPRI RD WRITTEN PERMISSION °• C ] ll o EXISTING RECESSED CAN LIGHT TO REMAIN 2014 OSSC SECTION 107.3.4.2 —�_.-_ �I -.. — REVISIONS: / ,� THIS CLOSING DATE PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE // CONFIRMED THROUGH SEPARATE PERMIT ELECTRICAL D REVISIONS REVISION DELTA W w SHEET GENERAL NOTES AREA OF WORK NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN MECHANICAL ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT • • INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW • I -- ■ . N\L ■ B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE PRIOR TO SUBMITTAL I:_.\ ri-- • EDITION, AND r0 CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. ' 10 C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START 1 x xx - OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY , • 2la,, - CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE VALUATION """" PERFORMED AT NO ADDITIONAL COST TO THE OWNER. �11�s SHEET TITLE: ��� "`I"I`' A D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE �� CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR VALUATION OF WORK = $4,500 TITLE SHEET — -- — - - SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. E. COQ r 113 ■ _ _l� - ✓ immu cri.�,of c SITE PLAN, KEY cum" E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. PLAN, CODE Kinn ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE REVIEWED FOR CODE COMPLIANCE SUMMARY, LEGEND ��� • PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE Approved; �•' - PRICED. F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS • OTC; [ ] AND NOTES OCCUR, UNLESS NOTED OTHERWISE. Pcrmit#; � � G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL Address; ��� < • �� �� P II_____I INISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS Suite #• �� t�rL r� FLOOR. LONGEST COMMON PATH H. DO NOT SCALE DRAWINGS. By: `---�-� Date: DRAWN BY: CAK PLAN OF EGRESS TRAVEL = 58'-1" I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN (404N 2 KEY PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. CHECKED BY: LJC, PDK J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING 00.1 SECOND FLOOR NTS MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR SHEET: RECYCLING/RE-USE OF DEMOLITION DEBRIS. TRUE PLAN K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE NORTH NORTH CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY CITY OF TIGARD MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING Approved by Planning G0.01 THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. Date: i-2A-)ci L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND Initials. �c. APPROVED BY MACKENZIE. ---• JOB NO.r� �C rr�� M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND 2190955.02 PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL ' COORDINATE WITH THE OWNER. PERMIT SET: 01/23/2019 219095502\DRAW[NGS\ARCHITECTURAL\02-0G.01.D WG Cm Ot/22/19 14:45 1:96.09 FLOOR OR ROOF STRUCTURE 33 MIL 3-1 2" METAL STUD BRACING POP RIVET RUNNER TO WALL ANGLE AT 2 ADJACENT ' / WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS SERC 2 g° MAX TO FLOOR STRUCTURE AT 8'-O" OC DIRECTLY TO WALL FRAMING CLIP W/ (2) #8 SHEET METAL SCREWS AT ` EACH END. BRACING TO BE PROVIDED ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS 1.),.... 3 / `1 `1 �� WHERE DISTANCE BETWEENWITHIN 8 OF PERIMETERPERPENDICULAR INTERSECTING WALLS LATERAL BRACING WITH APPROVED VARETICAL ` `� 1y�1 / OR HORIZONTAL BRACING BETWEEN COMPRESSION STRUT AT 12'-O" OC WAY 4140 • ` J _ _ \? WALLS EXCEEDS 8'-0" OC COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 2 • Q 1 116 Ad* .i, 4,. J�" CENTERED ONUND TWALLTION BATT.WHERE NOTED. Or' ��'y°"'"' "'`°°°""° - ---"41-4.1-0-141-' Architecture Interiors II I \ "ATTACHED Planning Engineering 1 wigs - r WALL" . .'°• • I SUSPENDED CUT TILE FOR TIGHT FIT AT WALLS 'Q 00 CEILING — CASING BEAD USG 200-A EDGE AT WALL NTS GYP BD OFFICE WORK OCELJNG NOTE: FOR UNATTACHED WALLS PROVIDE A EA SIDE ;. ~ ATTACH STUD TRACK THROUGH GRID 201 1205 Portland,OR © 4 r` 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP SOUND ATTENUATION INSULATION I \ 3.714.95fi4 --- AS OCCURS -- SEE PLAN / a IMF Vancouver,WA --N DO NOT SCREW BERC 2 CLIP TO TRACK - METAL STUDS �� ;p �� - - TABLE MAX. LENGTH SEE WALL HT. BOTTOM TRACK TO FINISH FLOOR O 114 "� �WA �, 11 \� CROSS RUNNERS FIT BETWEEN MAIN RUNNERS " TABLE FOR \ WITH POWDER DRIVEN ANCHORS 2f�67499�93 $ " 1/2" DIA CONDUIT EMT 5 -10 " MAIN RUNNERS AT 4 -0 OC SUPPORT WITH #12SIZE AND AT 4 -0 OC ;tAX WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-D" OC EA WAY 3 4 DIA CONDUIT EMT 7'-8" .. '� WW'W.mcknze.com SPACING — , CONT ACOUSTIC SEALANT EACH 4Pi 6'-0" MAX12'-0" 1 DIA CONDUIT EMT g'-g" LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12-O OC " x SIDE AGAINST TRACK NO SEALANT• 41) M AC K E N Z I E EA WAY. BEGIN BRACING WITHIN 6'-O" OF PERIMETER AND 2 SGL 1 b2S12b-33 M IL S UU 12._O. Q - FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x2OGA) AT SIM COND PUMA DMIVEM I CLI H7 POCUUED NOTE: ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN BACK TO BACK 162S125-33 15'-O" CONCRETE SLAB OFFICE OFFICE OFFICE • SECURE ALL HANGERS TO MTL TUDS 1-5/8"x2OGA) f 1202 I 1203 1 1 204 I Client APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING ,,,,. ,�,It - WIRES TO HAVE A 200# CAPACITY. SUSPENDED CEILING BLDG STRUCTURE. SGL 50512 -33 MTL STUD 13'-6" TRAPEZE DUCT WORK AND (2-1 /2"x2OGA) BRACING TO COMPLY WITH ASCE7, ASTMC635, ASTMC636 AND OTHER LARGE BACK TO BACK 250S125-33 15'_O" • 341 ASTME580 OBSTRUCTIONS STUDS (2-1/2"x2OGA • ) ❑ o SHORE s r E FI 1 SUSPENDED CEILING BRACING 2 WALL - TO UNDERSIDE OF GRID N (4447 3 PARTIAL SECOND FLOOR PLAN AtiO NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z At10 AT FLOOR AND SUPENDED CEILING 3"=1'-0" Q A110 1/8"=1'-0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v I * 1 LINCOLN STUD SIZE: 236" I TRUE PLAN NORTH NORTH Project LIMITING WALL HEIGHT TABLE PORTLAND AUTISM INTERIOR NON WALLS L/240 0 5psf TENANT IMPROVEMENT DESIGNATION 1 SPACING 1 MAX. WALL I-UC-IT SOUND CUTION SURE 210 BATT ASS OCCURS 2505125-18 24" 8'-4" WAPni ' GYP BD WALL AS OCCURS ,....� -1--- ....,.2505125-18 16" 9'-7" ` - o , 1 LINCOLN 2505125-27 24" 9'-10" - — \ _ - A� sTIGARD, OREGON i ' .. . 1' ., 10300 8W CflEEBURG �� 2505125-18 16" 11'-3" . p 362S125-18 . . ..,.. 24" 13'-5" . L=1"..... ....... ' 1 . ' 1 ;� — 00 3625125-18 16" 14'-4" \ 2 = DOUBLE STUD eAkcsi.,362S162-33 16' 16 -5 '" AT JAMB, TYP `�� , KI' . 362S162-43 16 18'-0 MATCH EXISTING I - �� �� ( ,/,,,,,,, 6005162-33 16" 24'-6" S SUITE STD 0 �� ��� �� IF - TYP. INTERIOR NON WALLS I i, WITH CEAAMC TLE FACING L/360 ® 5psf ^ q t •0 ir,", % OF o DESIGNATION SPACING 1 MAX. WALL maw 3625125-18 16" 12'-4" W *2 '�' © AL4 ^ L RIGHTS I RESERVED 3625125-33 16" 14'-3" ,i► A - THESE DRAWINGS ARE THE.PROPERTY (n / E AND OG I USED D OR RE RIODUCEDA N ANY MANNER, WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH - �! WITHOUT PRIOR WRITTEN PERMISSION 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-O" O.C. MAX. m 1- REVISIONS: 4 WALL HEIGHT TABLE 5 DOOR - TYP. INTERIOR REFLECTED CEILING PLANN� REVi$i0N$ REVISION QELTA A . O ¢ A110 HEAD SIMILAR 3"=1'-O" o *43E9 1/8"=1'-O" ce� THIS CLOSING DATE 3 ❑ - TRUE PLAN t I GENERAL NOTES NORTH NORTH A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. KEYNOTES1 f FINISH LEGEND C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. , D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE N. WALL E. WALL S. WALL W. WALL CEILING DETAILS 1/A1.10. 1. ALIGN NEW WALL WITH EXISTING WALL. ROOM FLOOR MAT'L BASE MAT'L CEILINGL 2. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. NO. ROOM NAME FINISH FINISH MAT L MAT L MAT L MAT L MAT HEIGHT COMMENTS E. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT • FINISH FINISH FINISH FINISH FINISH ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND OBSERVATION • IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. SHEET TITLE: 201 OPEN OFFICE EXIST EXIST/RB EXIST EXIST EXIST/GB/P EXIST EXIST EXIST - F. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON 3. PROVIDE NEW 3' WIDE X 8'-3"± TALL FLUSH, SOLID CORE, STAINED DOOR WITH HOLLOW PARTIAL SECOND 202 OFFICE EXIST EXIST/RB EXIST/GB/P EXIST EXIST EXIST EXIST EXIST - COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. METAL KNOCKDOWN FACTORY FINISH FRAME, TO MATCH EXISTING SUITE STANDARD. G. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. ASSUME PASSAGE LATCHSET, F75 GRADE 1, BUTTS SEAL, STOPS. VERIFY DOOR HEIGHT FLOOR PLAN, 203 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST - H. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING DIMENSIONS, APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. SEE DETAIL REFLECTED 204 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST -- STANDARD UNLESS NOTED OTHERWISE. 5/A1.10. CEILING PLAN, I. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OBSERVATION, OF 205 WORK EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST - AREA OF WORK ONLY, HAS BEEN PERFORMED (ON 01/21/2019, WHILE VACANT) AND DETAILS, NOTES PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS AND RNISH FINISH SCHEDULE NOTES: ABBREVIATIONS: LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM SCHEDULE A. ALL INTERIOR FINISHES TO MATCH EXISTING SUITE STANDARD. EXIST EXISTING ADDITIONAL REQUIREMENTS WITH TENANT. B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. GB GYPSUM BOARD J. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PAINT NEW WALL ONLY, TO MATCH EXISTING. P PAINT PRODUCTS. DRAWN BY: CAK C. EXISTING FLOOR FINISH TO REMAIN THROUGHOUT. PATCH AND REPAIR AS RB RUBBER BASE K. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO REQUIRED, WHERE AFFECTED BY NEW WORK, TO MATCH EXISTING. PROVIDE NEW MATCH EXISTING. CHECKED BY: LJC, PDK RUBBER BASE AT NEW WALL ONLY, TO MATCH EXISTING.. L. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-5"± (EXISTING) AFF, UNLESS NOTED OTHERWISE. SHEET: M. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. N. ADD SOUND INSULATION IN ALL NEW WALLS. 0. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON A1 .10 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 JOB NO.r� �C PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE 2190955.02 PLACEMENT DOES NOT INTERFERE WITH NEW WALL CONSTRUCTION AND SAT MAIN GRID r� LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY PERMIT SET: 01/23/2019 LOCAL JURISDICTION THROUGH DEFERRED SUBMITTAL. .219095502. C \TEMP\ACPUBLISH 8576\02—A1 10owc CM 01/22/19 14:49 1:9e.00