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Plans (4) BU P2018-00198 • j ---__ , SW Locust Street CYPRESS SEMICONDUCTOR IMI T _ ` Ikl[1iIIIlilklllfllAl . 0 _ will 111111111111 1 _ lik..- : --=-= 4F�Nlllllllil lll•1 VIII = Architecture Interiors r .r o-1 — — _..-... ... R - Planning Engineering I 644751,I L[' I I IF "` ? >5 �1, STRUCTURED PARKING �f ~ IC - ' 1 1 4• s/ lam// k l -' \ I / TENANT IMPROVEMENT t + /,,Itl IIIIIfIIIIIIVIIII}III�- ' �IioII RECEI�/Er - \j 1-P 3 LINCOLN JUN 27 2018 Portland, OR`t 503.224.9560 a rte— : s } O '�, _mitis , _ rriiA ,;t �+ _ BUILDING DIVISION , o '\ �r • = CITY OF TICiAHD Vancouver WA c Low " 10220 SW GREENBURG RD. 360.695.7879 / Seattle,WA �� t: _� 1 0 �3 LINC01 I� - e751$' 206.749.9993 , o _ — / - . i 4,•. -� -r- - / TIGARD, OREGON www.mcknze.com f si?\\\\\\\\\\\\\\1\! _ -' '',,,•� `o w� �r MACKENZIE ! n!, ji,/ ! �. •,L. - — _ nDESIGN DRIVEN ! CLIENT FOCUSED r i L� 9Alki: IINC��r . �,,, _ > INDEX OF DRAWINGS OWNER ■ c 3 .:P....�y Client TO ER �Illlllll� F��7 GO.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES �, � 1 �L-:-,.,�H-,_;; =k I A1.01 DEMOLITION PLAN AND NOTES SHORENSTEIN REALTY SERVICES v �� r� ROB FABIAN — PROJECT MANAGER — CONSTRUCTION �� 1.-,.. ' A1.10 PARTIAL FOURTH FLOOR PLAN AND NOTES RFABIAN©SHORENSTEIN.COM r� b�h� - 335 MEADOWS ROAD SUITE 275 o 7 E- u u r r,, I j _ AlA1.20 REFLECTED CEILING PLAN AND NOTES LAKE OSWEGO, OREGON 97035 l = A5.20 DETAILS S H O R E S T E I N 4 - STRUCTURED PARKING STRUCTU•ED PARKING PHONE: (503)412-4800 / \ -27 ----= - . . � � ! SCOPEOFWORK �- — IIIIIII wildiillli w— iiIIIIIIIII, ' ��_ _ __ - _ ._ - � i. THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS GENERAL CONTRACTOR SwOakStreet FOR AN APPROXIMATELY 7,669 SQUARE FOOT EXISTING TENANT ON THE FOURTH OF SIX i / FLOORS DOWNSIZING. WORK TO INCLUDE DEMOLITION AND NEW WALLS. RUSSELL CONSTRUCTION , Z� 25' SD' Z DONN STURDIVANT/ARNE WAYRYNEN Project TENANT APPROVALCYPRESS DSTURDIVANTC�RUSSELLCONSTRUCTION.COM 20915 SW 105TH AVENUE SEMICONDUCTOR TUALATIN, OREGON 97062 AREA OF WORK PHONE: (503)692-9002 TENANT I I 1 SITE FLAN 417 DESIGN/CODE DATA (a0. NTS GOVERNING CODE: 2014 OSSC 3 LINCOLN LEGEND 10220 SW R ). OCCUPANCY: B TIGARD, OREGON CONSTRUCTION TYPE: TYPE 1-13 TENANT AREA (APPROX): APPROX. 7,669 S.F. "__; r j EXISTING CONSTRUCTION TO BE DEMOLISHED OCCUPANCY LOAD: 77 • I 4/4 LONGEST COMMON TOTAL LENGTH OF THE 2 REQUIRED EXITS, 2 EXITS PROVIDED EXISTING WALL TO REMAIN PATH OF EGRESS AREA OF TRAVEL = 78'-7" DIAGONAL = 151'-2" WORK ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE NEW WALL TO UNDERSIDE OF GRID, SEE 8/A5.20 (ALTERNATE) OF THE BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION ek lild: D „f C DIAGONAL = 50'-3" WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER ' EXISTING 2 HOUR RATED WALL TO REMAIN .. rim •\ • • • • ..• 7 •.. —me j ' 1 EXISTING 1 HOUR RATED WALL TO REMAIN D 11 SEPARATE PERMIT EXISTING DEMISING WALL TO REMAIN �� (L-11A7It7 2014 OSSC SECTION 107.3.4.2 (separate permit by others) =a NEW DEMISING WALL TO STRUCTURE, SEE 4/A5.20 OF Ot 14 F MECHANICAL EXISTING BASE FEED ELECTRICAL c MACKENZIE 2018 DISTANCE ALL RIGHTS RESERVED BETWEEN ® NEW BASE FEED, (2) CIRCUITS THESE DRAWINGS ARE THE PROPERTY III ,, • ■ 4 I EXITS = 56'-5" NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN EXISTING FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION OF MACKENZIE AND ARE NOT TO BE 71Ar USED OR REPRODUCED IN ANY MANNER, / E OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS WITHOUT PRIOR WRITTEN PERMISSION REMAINING ��I _� EXISTING QUADRUPLEX OUTLET VACANCY = 2,484 RSF .„ -+ �' ' ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT 'Jl DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW 0q. EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION REVISIONS: PRIOR TO SUBMITTAL Z . :>,..,17' = \ lird 1-1": , _� - °� EXISTING DEDICATED DUPLEX OUTLET oQ REVISIONS REVISION DELTA THIS CLOSING DATE '1 • EXISTING COVERPLATE �o sHEI=T • -� VALUATION OFFICE COPYr /// '' / • VALUATION OF WORK = $25,000 � � EXISTING LIGHT SWITCH I LONGEST COMMON / . - E ■ Fs CITY OF TIGARD • PATH OF EGRESS EXISTING FIRE STROBE 8 1tEVIEWLD FOR CODE COMPLIANCE I TRAVEL = 88'-8" GENERAL NOTES n EXISTING FIRE EXTINGUISHER I I Approved: • • EXISTING CARD READER OTC: I A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE EXISTING THERMOSTAT Permit #: x/r-a1 t' #:P • 1.\ ._. ,, PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. Address: -j;.��S ' n O_ JC re, I rJc r� IF B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO Suite #: y CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. 111111 KEY NOTE FOR REFERENCE , C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. By: Date: c,,_��_ 1 4' SHEET TITLE: ` NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED AS A 4 ALIGN FACE OF FINISH WITH FACE OF FINISH TITLE SHEET SITE RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. —N. D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OFPLAN, KEY PLAN, THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF EX� REQUIRED EXIT CODE SUMMARY, MACKENZIE. LEGEND AND NOTES 2 KEY PLAN E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS EXISTING 2'X2' CEILING GRID 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 PRICED. O0.1 FOURTH FLOOR NTS F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED ®Z EXISTING SUPPLY/RETURN VENT TO REMAIN OTHERWISE. TRUE PLAN G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED FLOOR NORTH NORTH ELEVATION, WHETHER BUILT—UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. ® EXISTING SMOKE DETECTOR H. DO NOT SCALE DRAWINGS. DRAWN BY: CAK I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE 0 EXISTING EXIT SIGN FL FO STRUCTURAL ENGINEER OF RECORD. CHECKED BY: MRT, PDK J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE O EXISTING SPRINKLER HEAD CODE COMFLI�N� =� � + LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE—USE OF DEMOLITION SHEET: �`r`"� 'I / EXISTING 2'x4' LIGHT FIXTURE TO REMAIN approved by Planning DEBRIS. IL Date: _ (;/.. / K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL EXISTING 2'x4' 24 HR EGRESS LIGHT FIXTURE TO REMAIN �77/d COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION AND _ IM r'�itiais: SGIj UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS 01 READY FOR OCCUPANCY BY TENANT. iii EXISTING 2'x2' LIGHT FIXTURE TO REMAIN GO• L. ALL DESIGN—BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TO BE JOB N0. M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS / / CONFIRMED THROUGH SEPARATE PERMIT Z�I� 5225 REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER. PERMIT SET: 06/18/2018 215095225\4_DRAWINCS\ARCHITECTURAL\25-00.01.DWG CAK 06/18/18 11:09 1:98.00 Architecture Interiors Planning • Engineering Portland,OR 503.224.9560 Vancouver,WA 360.695.7879 Seattle,WA jo di. 206.749.9993 GENERAL DEMOLITION NOTES www.mcknze.com DECK I Cc DECK • S DCc $ A. EXISTING FLOOR FINISH AND RUBBER BASE TO REMAIN THROUGHOUT, UNLESS NOTED MACKENZIE D C C •• I OTHERWISE. SEE SHEET A1.10 FOR FINISH INFORMATION. at�Ii B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE DESIGN DRIVEN I CLIENT FOCUSED T J � i r WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN Client THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO -----As THAT THE CLARIFICATION CAN BE ISSUED. „..,.,,,,.� ,,{' .— —.—� Ari —_ C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR (iFUTURE USE. D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF —3-— \ TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. SHORE s T I N �1--- 'II' E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB i Mrd UTILITIES AS REQUIRED. J—• I u. �}► F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. till' G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION '* I THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN M I ' � ,--_._. ID APPROVAL OF THE ARCHITECT/DESIGNER. Cc •H H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE—USE. Project CYPRESS ® '' T SEMICONDUCTOR * r abw 8 0-. .-, %,_4 ii E 1 lir-- 1 i ii 1 TENANT IMPROVEMENT SUITE 417 III • FE rlrA1 3 L NcOLN iiiiiiiiiiii_ 710220 SW { L-NBURQ RD. 11GARD OREGON Ir Lt ii 1 Fi <011) jitS1' ,. I / o r �F '; i 1 Ale i / •1 • 1 • GON - I! • IF 1 `f �'i r. T1 'Lf, 111 i ALL�RIGHTSIRESERVED 'd 1 THESE DRAWINGS ARE THE PROPERTY ilii OF MACKENZIE AND ARE NOT TO BE Q Q Z USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION J' REVISIONS: • o� REVISIONS SHEET REVISION DELTA j THIS CLOSING DATE cc o i I I ;1 W I Li . 1 I I DECK 1 I 1 :2* , , SHEET TITLE: 1 I DEMOLITION ' PLAN AND NOTES DECK ... . . , DRAWN BY: CAK p ,N 1 DEMOLITION PLAN CHECKED BY: MRT, PDK A1.01 1/8,1_1,-o„ SHEET: TRUE PLAN NORTH NORTHA1 .01 , , JOB NO.2150952.25 PERMIT SET: 06/18/2018 s21095225. C:\TEMP\ACPUBLISH_3844\25—A1.01.DWG CAK 06/18/18 11:30 1:96.00 M 41 Architecture Interiors Planning Engineering Portland,OR 503.224.9560 Vancouver, WA 360.695.7879 Seattle,WA -.-- . .. ,.._,_ ,........ „ ,,, _- I� 206.749.9993 T www.mcknze.com DECK 4 DECK • CONFERENCE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE GENERAL NOTES M AC K E N Z I E 1406 j 7 1407 II 408 11409 I 1410 I1 411 I 1412 ( DESIGN DRIVEN I CLIENT FOCUSED 1 A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT NOTED BELOW. Client CONFERENCE ' NOTEDOTHERWISE. 4i,Ex. EXI EXI B. WALL THICKNESS ARE NOMINAL, UNLESS ECONFERENCEAll ii Orit ilit_ 1413 I C. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. 1405 I1 , ._— ..— D. ALL INTERIOR DOORS TO BE EXISTING. HALLHALL E. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE OBSERVATION OF EXIS *1ST EXIST EXIST EXIST EXIST EXIST EXIST AREAS OF WORK ONLY HAVE BEEN PERFORMED (ON 06/15/2018, WHILE OCCUPIED) AND CPT(T ALT.) I 403 I CPT ALT.) CPT(ALT.) CPT(ALT.) 1414 I CPT(ALT.) CPT(ALT.) CPT(ALT.) CPT(ALT.) i _ PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS SHORE STEIN EXIST \\S ? 11—k r7r—1I 70 LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ___._......-•. �1 V ,, ADDITIONAL REQUIREMENTS WITH TENANT. ST o AA + CPT F. ELECTRICAL, DATA AND SWITCHING LOCATIONS INDICATED ARE SHOWN TO CONVEY CPT(ALT.) CD 444 GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA SWITCHING REQUIREMENTS WITH (ALT.) OPEN WORK �� © LAB TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. OFFICE I o 1415 I I 'II G. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH ' IL1404 I CO I 1 402 I ��``,�..q, R CEPTION (l PRODUCTS. Project 14 :rii 4 '. II H. ADD SOUND INSULATION IN ALL NEW WALLS. CYPRESS ALIGN ALIGN1 EXIST I 401 I O © GPT ALT.) SAT SEMICONDUCTOR - - - q1 o, _ -. _ _ ��[ � 0 � FINISH GENERAL NOTES TENANT II1►IPROVEMENT EX AT SUITE 417 T HALL gilly 1416 I c TXIALT.) A. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. PAINT NEW 'h'` WALLS ONLY AND/OR WALLS AFFECTED BY NEW WORK, TO MATCH EXISTING. 3 LINCOLN SER R STORAGE B. PATCH AND REPAIR EXISTING CARPET AND RUBBER BASE WHERE AFFECTED BY NEW WORK, 10220 SW GR�IBURG RD, 1417 I 1418 I EX P' TO MATCH EXISTING. RE—USE EXISTING CARPET AND RUBBER BASE FROM REMAINING TIGARD, OREGON I, 0 STORAGE VACANCY, IF FEASIBLE. , I419I OPEN KEYNOTES OFFICE �� / • I 420 I 1. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 7/A5.20. MODIFY EXISTING � /' WINDOW COVERINGS AS REQUIRED. ..,014/ 1 jp, A 2. EXISTING CABINETRY TO REMAIN. 3. IT IS ASSUMED THAT THE EXISTING DISHWASHER WILL REMAIN AND IS IN GOOD WORKING =- ORDER. CONTRACTOR TO CONFIRM, AND PROVIDE NEW IF REQUIRED. p0. i 70, ' IGON 4. RE—USE EXISTING BASE FEEDS, IF FEASIBLE. PROVIDE NEW AS REQUIRED. CONFIRM FINAL 1 CO i POWER SPECIFICATIONS AND LOCATIONS WITH TENANT AND TENANT'S FURNITURE VENDOR. OF c% ALTERNATE UPGRADES MACKENZIE 201$ ALt RIGHTS RESERVED -! i THESE DRAWINGS ARE THE PROPERTY PROVIDE SEPARATE PRICING FOR THE FOLLOWING: OF MACKENZIE AND ARE NOT TO BE 0 a USED OR REPRODUCED IN ANY MANNER, AA. INFILL EXISTING RECITES WITH GYPSUM WALL TO PROVIDE AIR TIGHT COVERAGE FOR WITHOUT PRIOR WRITTEN PERMISSION PTSALT.) ? TENANT'S EQUIPMENT. CONFIRM FINAL SPECIFICATIONS WITH TENANT TO COMPLY WITH I EQUIPMENT REQUIREMENTS. REVISIONS: IIT BB. IN LIEU OF EXISTING CARPET TO REMAIN, PROVIDE NEW BUILDING STANDARD BROADLOOM z ��r CARPET AT RECEPTION, HALLS AND OPEN OFFICE ONLY. U5 REVISIONS REVISION DELTA • CC. IN LIEU OF NEW BUILDING STANDARD BROADLOOM CARPET, PROVIDE NEW UPGRADED sJ THIS CLOSING DATE EXIST EXIST Luo SHEET CPT(ALT) CPT(ALT.) BUILDING STANDARD CARPET TILE AT RECEPTION, HALLS AND OPEN OFFICE ONLY. I I I 41 PI I I 1 © l ____ 1 LI 1 : BREAK 4I, OFFICE DECK 14211 d I422I • . SHEET TITLE: I J PARTIAL FOURTH FLOOR PLAN AND NOTES © DECK DRAWN BY: CAK p ,N 1 PARTIAL FOURTH FLOOR PLAN CHECKED BY: MRT, PDKSHEET: A1,10 1/8"-=-1'—0„ TRUE PLAN NORTH NORTH A1 .10 , . JOB NO.215095225 PERMIT SET: 06/18/2018 .215095225e C:\TEMP\ACPUBL[SH_3644\25—A1.10.OWG CAK 06/18/18 11:10 1:96.00 1%1 Iii Architecture Interiors Planning Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 Seattle,WA — __ __ __........=_._,,,.1 ,„,,,,_,.. .� .749, 2 a , eir- 111— www.mcknze.com = � �� di � �� ' — .- GENERAL NOTES MACKENZIE l ° X I 4 -r- +-r , - I � �� ., MAC f ° ° ° ° I X ° ` ° 14i .1 A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8 --5 ± (EXISTING) AFF, UNLESS NOTED DESIGN DRIVEN I CEMENT FOCUSED ° X OTHERWISE. Client 4XB. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL r 41:r , •4 11 ji\IL . ,N 1 1 , 1 dt N .11111 - tt 3/A5.20. C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER rXTk i 4 r / �� CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISEI i . * 7 / � �� ��� �� / /�i �/ � / �/ ��/•.�� !� �/,���� ��� } D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE ; "'''-- it dih / �/� �_'i ��/� �///,40/7/////7 '/ / I }# I BY DEFERRED SUBMITTAL. SHORE S T E I N /� 0 ° , i ° ° E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR HVACE TED UPON COMPLETION. 2/, / q CONTRACTOR RESPONSIBLE PROGRAM THE° �/ �/// F. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO 0//// �' -tN X / i MATCH EXISTING. /./ U%//(I/X7///////4//49:////1 .� / � #1t 1G. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT /�j �//j // / //� f'� � � � /X i X �f � X X X9 TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY / ° ° / ° ° /.// # ii CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. ELECTRICAL Project X , O CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND DISTRIBUTION AND NOTIFY CYPRESS # # # #$# ° �## # ,X / ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN SEMICONDUCTOR L.: ° • ° �r '' 1 m 141 FERE WITH ANY AREA WALL CONSTRUCTIONFAND SAIRM 4T MAIN GRIDLIGHT ULINES, RELORE CATE NT �F REQUIRED.ES NOT R FINAL TENANT 11PROVEMENT 1 YI III `/ JURISDICTION THROUGH DEFERRED 1 �, ,l tHt �•?‹ LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDIC IO SUITE 417 IIIYIII IIYI�IYYYYII III..ii 1' �1 YYYYYI IIIIIY II.IYY IY111 1 1 ,I ° �� # SUBMITTAL. /��' 3 LAVCOL.N l I # - ## ## 10220 SIN OREENBURG ISD. I � 1 H H I � _ � �- KEYNOTES ' ,ARD, OREGON 44W liiiWa i JYmIYmidaiI IIIuiJJI I�iJIuW,'r .�t # ;/ / ° X 0 II /2 f/, X ## I 1. EXISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. Ii. IIYI'I,Y.II,I,eI,I,III.IIIIII ,.`` /,4 ## t # #]-1-� , ARIA IONS TOOBSERVATION SBE MIONDFIRMEDVISIBLE DN SITEBYIDENTIFICATION DNTRACTOR CONSISTENT MAIN LINES. ANYV ��.,► I ��'� • # //, /r7 /. / 7 t „cfp•7 fp, • .1 • i / // SOF X X I 1 I1 #44 0 t © AL 1_'11 AR=ERESERVED La 1;2 # 1717 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, / .. ° 0 0 I WITHOUT PRIOR WRITTEN PERMISSION ' .r_” ##N # ## ! REVISIONS: 0 111 0 XFij¢ REVISIONS REVISION DELTA j THIS CLOSING DATE ° ## Xt#F ## #1 ! wo SHEET • - -- •-•„.r....-. i I • X 1 ## TYP.p Li 1 ##X „ ° ° . . Mt t# SHEET TITLE: \ X REFLECTED r CEILING PLAN $ 1-T AND NOTES • 1 X = I DRAWN BY: CAK CHECKED BY: MRT, PDK OP 1 REFLECTED CEILING PLAN SHEET: 1.20 1/8„_1'-0” TRUE PLAN NORTH NORTH A1 .20 , , JOB N0. 2150952.25 PERMIT SET: 06/18/2018 *215045225• C:\TEMP\ACPUBLISH_3844\25-A1.20.DWG CAK 06/16/18 11:10 1:46.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO WALL ANGLE AT 2 BERC 2 8" MAX. ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETERNI. D ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS STABILIZER BAR v 3\ v METAL DECK AS OCCURS WITHIN 8" OF PERIMETER p .o—LATERAL BRACING WITH APPROVED VERTICAL % v�_ COMPRESSIONSTRUTAT12'-O" OCEAWAYY2„ / ` . Ja :-%' N" DEFLECTION SPACE � OUTOFPLUMB (Do NOT FASTEN STUDSArchitecture • Interiors • 4 v5d9' OR GYP BD TO RUNNER) 0 ,�, Planning ■ Engineering // j N "ATTACHED 4). .k r �' ( �' •Y WALL" , . •Z \ -% \1" MIN. ., , •a 6\--- - � CONT 18 GA METAL R 00 a ► i. FASTENED TO DECK AT 2'-O" 1 OCEILNQ EXE AT WALL NT$ = OC STAGGERED Portland,OR NOTE: FOR UNATTACHED WALLS PROVIDE A 503.224.9560 O 2/ FASTEN RUNNER TO R 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP -!' - DO NOT SCREW BERC 2 CLIP TO TRACK GYP BD AT 2'-0" OC ` — EA SIDE _ Vancouver,360.6957879 kl SOUND BATT INSULATION AS OCCURS �" TABLE MAX. LENGTH Seattle,WA %. . CROSS RUNNERS FIT BETWEEN MAIN RUNNERS TYP AT DEMISING WALL 206.749.9993 $" MAIN RUNNERS AT 4'-O" OC SUPPORT WITH #12 1/2" DIA CONDUIT (EMT) 5�-10" METAL STUDS SEE WALL HEIGHT OAX 3(4" DIA CONDUIT (EMT) 7'-B" www.mcknze.com /6'-O" MAX WIRE AT 4-0 OC OR WITH #10 WIRE AT 5-0 OC EAS WAY 1 ' DIA CONDUIT (EMT) 9'-9" _ TABLE FOR GAUGE AND SPACING • / LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC -• :• EA WAY. BEGIN BRACING WITHIN 6'-O" OF PERIMETER AND SGL 162S125-33 MTL STUD 12'-O" CONT ACOUSTIC SEALANT M AC K E N Z I E. 2" FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x20GA) _ EA SIDE AGAINST TRACK DESIGN DRIVEN I CLIENT FOCUSED NOTE: BACK TO BACK 162S125-33 15'-0" NO SEALANT AT SIM COND ' ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG— MTL STUDS (1-5/8"x2OGA) = Client APPROVED TYPE AND HAVE A 1801 CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK SGL 250S125-33 MTL STUD 13'-6" 1/2" MAX- - ;it _ WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS (2_1/2"x2OGA) '/� I �_ BOTTOM TRACK TO FINISH SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 250S125-33 15'-0" CONCRETE J FLOOR W/ POWDER DRIVEN ASTMC636 AND ASTME580 MTL STUDS (2-1/2"x2OGA) 0 (n SUSPENDED CEILING BRACING o 4 GYP BD PARTITION at METAL DECK W a , NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z • 5 2 3"=1'-0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. cc z SHORE STE IN Project ATTACH STUD TRACK CYPRESS / SEMICONDUCTOR GYPSUM BOARD PARTITION / / SOUND ATTENUATION BATT BRACE ABOVE TO TENANT IMPROVEMENT . W � \ AT ALL WALLS, TYR SUSPENDED CLG // SUITE417 . ASSEMBLY \ / / / LINE OF SILL AS OCCURS \ ,'/ / 3 I'•• �"N • . // 45 10220 SW RD. _ V _ 11GARD� OREGON — • ; , ALUMINUM TRIM PIECE "CEE" CUT TILE FOR TIGHT-------------4- I ' �-METAL STUD BRACING TO FLOOR W / W/ 1 " RETURNS, FINISH FIT AT WALLS STRUCTURE AT 8'-O" OC W/ (2) #8 SHEET METAL SCREWS AT EACH END. TO MATCH WINDOW FRAMES CASING BEAD ,. STUD SIZING PER SPAN TABLE. 401) ',��, • • (ANODIZED BUILDING USG 200-A. ... BRACING TO BE PROVIDED WHERE ��J STANDARD) • DISTANCE BETWEEN PERPENDICULAR ~/� ULD 1 ' '4 SOUND ATTENUATIONINTERSECTING WALLS OR HORIZONTAL '�/ C) AT ALL NEW WALLS, TYP. • BRACING BETWEEN WALLS EXCEEDS `�_ 'NEOPRENE SEAL 8'-0" OC • • p .1 . ��� • h• / GYP BD EA SIDE---------- : METAL STUDS SEE WALL HEIGHT /� O :Timm �`' TABLE FOR GAUGE AND SPACING OF STOREFRONT GLAZING . ' SYSTEM CONT ACOUSTIC SEALANT EA SIDE AGAINST TRACK NO 0 MACKENZIE 2018 SEALANT AT SIM CONDTHESE ALL RIGHTS RESERVED TY 1/2" MAX i, 1pk�, OF MACKENZIEDRAWINANDS ARE NOE THE T RBE USED OR REPRODUCED IN ANY MANNER, BOTTOM TRACK TO FINISH WITHOUT PRIOR WRITTEN PERMISSION CONCRETE SLAB-r FLOOR W/ POWDER DRIVEN I , J ANCHORS AT 4'-0" OC REVISIONS: WALL AT EXTERIOR MULLION I 8 NON—BEARING WALL — ALTERNATE z0� REVISIONS REVISION DELTA , ww THIS CLOSING DATE .411!) 3 =1 -0 aa 520 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" -I o-o SHEET I * 3 LINCOLN STUD SIZE: 21i" I • I LIMITING WALL HEIGHT TABLE . INTERIOR NON STRUCTURAL WALLS L/240 @ 5psf 1 DESIGNATION SPACING MAX WALL HEIGHT 1 250S125-18 24" 8'-4" I 250S125-18 16" 9'-7" SHEET TITLE: 250S125-27 24" 9'-10" DETAILS 250S125-18 16" 11'-3" 362S125-18 24" 13'-5" 362S125-18 16" 14'-4" 362S162-33 16" 16'-5" 362S162-43 16" 18'-0" 600S162-33 16" 24'-6" I INTERIOR NON STRUCTURAL WALLS DRAWN BY: CAK WITH CERAMIC TLE FACING L/360 © 5psf CHECKED BY: MRT, PDK DESIGNATION SPACING MAX. WALL HEIGHTr v) SHEET: 362S125-18 16" 12'-4" w J 362S125-33 16" 14'-3" Da I- F- A5.20 WALLTABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH = co 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. _ , , J JOB N0.2150952.25 (12ThWALL HEIGHT TABLE 3 ' .2 I,bHMI 15b I : Ob/18f 2018 *215095225. C:\TEMP\ACPUBLISH_3844\25-A5.20.DWG CAK 06/18/18 11:10 1:96.00