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Plans (27) BU P2018-00128 , VACANCY SPACE PREP fri SW Locust Street �4 i a Co 80 1 //11'11[V1;11111111 ! = IIII'� >I 111 III + � -- '�i It ,�li;i Hill TENANT IMPROVEMENT Architecture Interiors /1 ,� - rt ,,,,,,, @ - - -_AL1, 'LIU.�i 11 - Planning Engineering 2:0 I if d '1_ i r l/ 6I I.�,y,;.L II-LI f- L1 ' _ --$ •°A:. •osr� � i= STRUCTURED PARKING I - �I i. 1 � ,, �IIII,►lr ,111i1�1111If 2 L._I N CO L..1.N �'',111,11,1,11: 1 l't' 1111111 . , _!� eir�: -- 11 , — _ FIT, - ,� RECEIVED k 1 1 a 11�1aE� 10220 Sw GREENBURG RLQ. APR 2S Z0�8 Portland, OR - �J x43.224.9560 4^ o ;- ~ y<}r : , CITYC7FTIGARD Vancouver, WA `°� �, \__ _ __-___-_ o �•� _ ` ` �. � BIDSIOf�� if ' .� TIGARD, OREGONLOER '° // �`P 4"d, ,o n l - . �,t` 206748.9 93 - .. :-�•a = INDEX OF DRAWINGS OWNER !!,,,,�� www.mcknze.com 7Wi;fit �''.. - El/ SHORENSTEIN REALTY SERVICES /r - 'E s• • G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND AND NOTES Ma" J 1�,}� ' '- -``- �•-l., O _I l I[/ ; ROB FABIAN - PROJECT MANAGER - CONSTRUCTION MACKENZIE / �f ���5` ; - _ / A1.10 DEMOLITION PLAN, PARTIAL SIXTH FLOOR PLAN, DEMO RCP, REFLECTED CEILING RFABIANOSHORENSTEIN.COM or�leN O�SV�N I CLIiNT FOOWLp �,,,.. - , ' 3`.• ': �` . ' / I PLAN AND NOTES 5335 MEADOWS ROAD SUITE 275 �� • A• '] :III — A5.20 DETAILS AND SCHEDULES Client X36 � --M LINCOLN Ohl Q LAKE OSWEGO, OREGON 97035 . •4 ' ( . - ,TO ER PHONE: (503)412-4800 • • a llnliiiii 's, I _j -. _ge�,F Pine, 44 - 1 ii� { ISCOPE OF WORKGENERAL CONTRACTOR _ II lii I I�! 11 u III - I I I I i THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR LANDLORD IMPROVEMENTS I i'- III _1I.I. 1� I - FOR AN APPROXIMATELY 2,923 SQUARE FOOT VACANCY ON THE SIXTH OF SIX FLOORS. l I 14l 11 I I�I k:i iTr`'1 - . SHORE STE I N ST[f[1C-fl PNiKIG �' — STR TkJREDPARKING WORK TO INCLUDE DEMOLITION, A NEW WALL, TENANT ENTRY DOOR AND RELITES. - RUSSELL CONSTRUCTION - .\ ._,,_ -- `'!I ij�f H Il111111 - I{}r}. ,iiwittt itrttii � iililllHill, Ill!Il:fl1 -� �ii'' !lil!1111'!IIilllHIlEDONN STURDIVANT/ARNE WAYRYNEN __ �_ i TENANT APPROVAL: DSTURDIVANT@RUSSELLCONSTRUCTION.COM 20915 SW 105TH AVENUE SW Qek Street - �_ _ - _ TUALATIN, OREGON 97062 • PHONE: (503)692-9002 c — 2 100' 200' DESIGN/CODE DATA ct VACANCY SPACE GOVERNING CODE: 2014 OSSC LEGEND PREP AREA OF WORK OCCUPANCY: B SUITE 650 ___ ' EXISTING CONSTRUCTION TO BE DEMOLISHED TENANT IMPROVEMENT CONSTRUCTION TYPE: TYPE 1-13 SITE PLAN TENANT AREA (APPROX): APPROX. 2,923 S.F. OCCUPANCY LOAD: 30 EXISTING WALL TO REMAIN 2 LINCOLN GjO, NTS 10220 SW ORENBURG RD. 1 REQUIRED EXIT, 1 EXIT PROVIDED - --"'--- EXISTING 1 HOUR RATED WALL TO REMAIN TIGARD, OREGON EXIT IS NEW AND WILL HAVE APPROPRIATE EXIT SIGNAGE ======= NEW 1 HOUR RATED WALL, SEE 4/A5.20 ' BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER EXISTING DEMISING WALL TO REMAIN #5 EXISTING DUPLEX OUTLET C,,( •°13 LONGEST COMMON PATH I. 'r� OF EGRESS TRAVEL = 98'-1" SEPARATE PERMIT - EXISTING COVERPLATE ' i '� 2014 OSSC SECTION 107.3.4.2 (separate permit by others) . ,/ FIRE SPRINKLER $ EXISTING LIGHT SWITCH 4 I a , AREAOOF FIRE ALARM - WORK • NEW LIGHT SWITCH WITH OCCUPANCY SENSOR O ... D, CON MECHANICAL +� EXISTING THERMOSTAT 1 . .. .- ,._ _r ELECTRICAL OF Q$ A \ EXIT ILLUMINATION 0 KEY NOTE FOR REFERENCE NOTE: DESIGN BUILDERS FOR M.E.P. AND FR ARE FULLY RESPONSIBLE FOR THE DESIGN © MACKENZIE 601A DOOR NUMBER SYMBOL 2018 ALL RIGHTS RESERVED r..._---. OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS THESE DRAWINGS ARE THE PROPERTY E ho ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL CODE COMPLIANT of MACKENZIE AND ARE NOT TO BE FINAL/CODE REQUIRED EXIT USED OR REPRODUCED 1N ANY MANNER, DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW WITHOUT PRIOR WRITTEN PERMISSION • L,,, a PRIOR TO SUBMITTAL EXISTING CEILING GRID COP �� ��F��� REVISIONS: � 1- - -1 o C VALUATION . . �a REVISIONS CLOSING DELTA �� NEW 2x4 LED LIGHT FIXTURE W/DIMMERS sJ THIS CLOSING DATE im. © SHEET Pl4FF VALUATION OF WORK = $28,000 ® RELOCATED EXIT SIGN LOCATION K- 1: � .. i,�, CITY OF TIGARD ' ' `' ri ' M l or EXISTING SUPPLY/RETURN VENT TO REMAIN REVIEWED FOR CODE COMPLIANCE � re GENERAL NOTES 1 A roves: I I 0 EXISTING SPRINKLER HEAD r ] I SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGNgild OTC: ] *, A. THE DRAWINGS LOCATE PRODUCTS, ~ INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. '/ It#� I � � •• B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE / /� PROPOSED EGRESS LIGHTING PATH, 1 FOOTCANDLE TOP "' ` / / / e EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. CONFIRMED THROUGH SEPARATE PERMIT Address: I Qaa n (sr e Pr,hv r 5 rc C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START Suite #: 6s-c, I I --11VOF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY By: Date: 4 0 ) 13 CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. SHEET TITLE. D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE TITLE SHEET, • r . CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SITE PLAN, KEY • I I N I - I - I SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. PLAN, CODE ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE SUMMARY, LEGEND ip FIN KEY PLAN PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. AND NOTES C.1 SIXTH FLOOR NTS F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS CITY 0'= TIGAf.0 OCCUR, UNLESS NOTED OTHERWISE. G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL Approved by Planning TRUE PLAN FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS Date: AA/v.6f I NORTH NORTH FLOOR. DRAWN BY: CAK H. DO NOT SCALE DRAWINGS. !nitials' I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN CHECKED BY: MRT, PDK PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. , J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING SHEET: MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. 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 DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING GO.01 THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND JOB NO. APPROVED BY MACKENZIE. 2150951.35 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 PERMif 1�T SET: 0412012018 COORDINATE WITH THE OWNER. 215095135\4__DRAWINGSVRCHITECT'URAL\35—G0.01.DWG CAK 04/19/18 15'2$ 1:9&-00 IM X i1 IN 9. litc i :I CONFERENCE Architecture Interiors DECK t DECK t 1602 I 1 Planning Engineering • �_'__.__... (CD II 1 • • LI III 0.i... .,-t (ii) 4 itdi rn t LVP Portland, OR OPEN cpt"`� — "� 503.224.9560 DECK +4 FE DECK OFFICE i Vancouver, WA rr , i I 6 03 I 360,695.7879 `,` ( ` Fri 4 �� 811ett11, WA I ,T, I ,T, �, � � ��tit � I „ . . F � f r2O �\`_� 1 / i -- R CEPTION 0 �`. 601 I 206.749.9993 s A\ �T, ��L °}L� www.mc cnze.com ji \�,NM �-1 I, �1r LVP-) �r II T, (—DIRECTION . I MACKENZIE 7. , /IC. CN DAMN I GLINT POCua.o ' GI 46461 11 1I Ic� 30-a C - LVP IIFr-1 �,4 I 601A Client I n 3'-I 9kj ‘\ I I il ' S__re_ . •Ill ,, ....,.. .. ., . •.- .-•••.•-,.........iitii......1.. .., P 'Ir 11" 9'-0" 0 a / 1 DEMOLITION PLAN VERIFY ri) PARTIAL SIXTH FLOOR PLAN -J A1110 1/8"-1.-0,. .1.10 1/8"T1'-o„ S M O R E S T E 1 N --------- - III �i — �... — a . . . . . . • . SPACE Project . . . . , , , , , , , , , , , , 1 —.- VACANCY 0 ° ° ° n ° -1 PREP X X th< 4,1 SUITE 650 1 1 1 1 TENANT IMPROVEMENT 1 li . , . t , 1 . 1 ,' <, . . . . i o7) i 7, , nH1 I e, ° a n I -- - PI 1---F/ Allir ' ArrAirm • Are&I 1 o 1' „.7" ' / ' Air -_-_ , ,/ , _, , 77-7- . , omlo / 10224 SW QREEiBU ji'Y 7 . , .r /IA— ', - .. z ' / _ / RG RD TKARD, OREGON • • I iltsi, , i "/ 1 oi,i. . Get.% Xi __I/7 ' A his ' ' ... I 7—D# 7) '4.4,,,,, I t==== 0.4 _ .. _ _ _ _ _ _ _ - - -. _ � -- iN . OF 0 * CO RCP OTYP. 41 REFLECTED CEILING PLAN © MACKENZIE 2018 ALL R[GHTS RESERVED THESE DRAWINGS ARE THE PROPERTY A1.10 1/80-1'—o„ A1.109J 1/8"=1'-0" OF MACKENZ]E AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION GENERAL DEMOLITION NOTES GENERAL NOTES KEYNOTES REVISIONS: oz REVISIONS REVISION DELTA A. REMOVE EXISTING FLOOR FINISH AND RUBBER BASE THROUGHOUT. PATCH, REPAIR AND A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. sj THIS CLOSING DATE 2. EX EX PREP SUBSTRATE AS REQUIRED TO RECEIVE NEW FINISHES. SEE SHEET A5.20 FOR B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. ALIGN NEW WALL WITH EXISTING WALL. ao SHEET ISTING SAT MAIN GRIDLINE, TYPICAL, AS IDENTIFIED DURING SITE OBSERVATION. FINISHES. C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. OBSERVATION IS LIMITED TO VISIBLE IDENTIFICATION OF CONSISTENT MAIN LINES. ANY B. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-7"t (EXISTING) AFF, UNLESS NOTED VARIATIONS TO BE CONFIRMED ON SITE BY CONTRACTOR. WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. IN OTHERWISE. 3. REMOVE FILM FROM EXISTING GLASS PANELS AT CONFERENCE ROOM. CLEAN GLAZING AS - THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, SO E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE REQUIRED. THAT THE CLARIFICATION CAN BE ISSUED. DETAILS 3/A5.20. 4. PATCH AND REPAIR EXISTING CORRIDOR AS REQUIRED WHERE AFFECTED BY NEW • C. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CONSTRUCTION, MATCH EXISTING ADJACENT BUILDING STANDARD FINISHES. •• • FUTURE USE. CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF TILE, UNLESS NOTED OTHERWISE. 5. NEW LITHONIA 2ALL4 2'X4' LED LIGHT FIXTURES WITH DIMMERS THROUGHOUT. , 1 D. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT 6. RELOCATE EXISTING CEILING COMPONENTS AS REQUIRED PER NEW LIGHTING LAYOUT. TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH LANDLORD AND 7. RELOCATE EXIT SIGN, SEE 4/A1.10 FOR NEW PLACEMENT. 1 E. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT, AND OTHER UNDER SLAB PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. . UTILITIES AS REQUIRED. H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON ' F. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. SHEET TITLE: G. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION I. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. DEMOLITION PLAN, THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN J. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING APPROVAL OF THE ARCHITECT/DESIGNER. STANDARD UNLESS NOTED OTHERWISE. PARTIAL SIXTH H. SALVAGE ALL EXISTING DOORS AND HARDWARE FOR RE-USE. K. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS FLOOR PLAN, BEEN PERFORMED (ON 04/18/2018, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING DEMO RCP, INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH REFLECTED LANDLORD. CEILING PLAN AND L. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH NOTES PRODUCTS. M. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE , ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF DRAWN BY: CAK WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. N. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. CHECKED BY: MRT, PDK 0. ADD SOUND INSULATION IN ALL NEW WALLS. P. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING SHEET: LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON 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 A1 .10 PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH SAT MAIN GRID LINES, RELOCATE IF REQUIRED. , , FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL JURISDICTION THROUGH JOB NO. SEPARATE PERMIT. 2150951,35 PERMIT SET: 04/20/2018 215095135\4_DRAWING5\ARCHITECTURAL\.35-A1.10.0WG CAK 04/19/18 15:26 1:96.00 FLOOR OR ROOF STRUCTUREAT WALLS INDICATED ONE HOUR RATED ON PLANS POP RIVET RUNNER TO WALL ANGLE AT 2 BERC 2 8" MAX. PROVIDE UL DESIGN #U465 INCLUDING: FIRE SAFING RATED ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP WALLS BETWEEN AET FLUTES, - SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT NO FIRE SAFING REQUIRED / STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER . STABILIZER BAR AT DEMISING, NON-RATED WALLS M.... ADDITIONAL WITHIN8OF#12PWIRE SUPPORTERIMETER AT ALL MEMBERS • ° . ' . v • •vim DEFLECTION HEAD W/ • .o� �; DEFLECTION SPACE —LATERAL BRACING WITH APPROVED VERTICAL DO NOT FASTEN STUDS COMPRESSION STRUT AT 12'-0" OC EA WAY „ ` . J a I MjN OR GYP BD TO RUNNER)- COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB iitiN 2 • a I. ° MIN 18 GA METAL Architecture • interiors // �, �•r_ FASTENED TO DECK 0 2 -0 Planning ■ Engin@@ring METAL DECK �� ' OC STAGGERED \ "ATTACHED �� AS OCCURS " FIREDAM SPRAY TYP, WALL ` ..0. � 1 MIN j Allipm41 — ' - EACH SIDE OF TRACK OR 00 a FASTEN RUNNER TO I FIRE SAFING SEALANT TYP 1 OC8LNQ EDGE AT WALL NT$ 0 2'-0” OC i SOUND ATTENUATION INSULATION O NOTE: FOR UNATTACHED WALLS PROVIDE A Portland,OR 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 5/8" TYPE 'X' GYP. BD. EA. SIDE 503.224.9560 -- DO NOT SCREW BERC 2 CLIP TO TRACK METAL STUDS, SEE STUD ATTACH WITH 1" LONG TYPE S SCREWS Vtncouvar,WA ` HEIGHT TABLE ® 2'-0" OC �'' SPACED 8" OC ALONG EDGES AND 12" 360.695.7879 " TABLE MAX. LENGTH OC IN THE FIELD OF THE BOARD. Settle,WA `.,,$N `�� CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" " JOINT TAPE AND COMPOUND (2 COATS 206.749.9993 " DIA CONDUIT (EMI) 5 -10 �A MAIN RUNNERS AT 4 -0 OC SUPPORT WITH #12 3 4" DIA CONDUIT (EMT) 7'-8" ,.fes ' TO JOINTS AND SCREW HEADS) vvvllW.mcknza.com • , " WIRE AT 4'-0" OC OR WITHgmWITH, WIRE AT 5-0 OC EA WAY " / LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-O" OC 1 DIA CONDUIT (EMT) 9 -9 1 BOTTOM TRACK TO FINISH FLOOR - EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER AND SGL 162S125-33 MTL STUD 12'-0" x WITH POWDER DRIVEN ANCHORS MACKENZIE. ' 2" FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5/8"x . , AT 4*--0" 0.C. NO SEALANT 2OGA) ¢ AT SIM GOND o■eieN oe,v." eu■Nr roeue■o JVU I E: BACK TO BACK 162S125-33 15'-0" tcv Client ALL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG— MTL STUDS (1-5/8"x2OGA) CONT ACOUSTIC SEALANT APPROVED TYPE AND HAVE A 180# CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK SGL 250S125-33 MTL STUD 13'-6" '-, EACH SIDE AGAINST TRACK WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS (2-1/2"x20GA) I SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 250S125-33 15'-O" CONCRETE SLAB ASTMC636 AND ASTME580MTL STUDS (2-1/2"x2OGA) - SHORE STEIN SUSPENDED CEILING BRACING 4 1—HOUR WALL .._, 3 . , NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS . 5.2, TO STRUCTURE 3"=1'-0" THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v I• 4 't EXISTING WALL I / . , EXISTING BASE �. OW � Project DOOR SCHEDULE HARDWARE GROUPS OR NEW BASE SOUND ATTENUATION BATT ( 3625125-43 STUD VACANCY SPACE iTO MATCH % AS OCCURS BRACING TO UNDERSIDE PREP DOOR DOOR DOOR FRAME HARDWARE EXISTING IF NEW RUBBER BASE I OF EXISTING "FLOOR/ SUS 650 NO. OPENING SIZE THK I TYPE I MAT'L I FINISH MAT'L I FINISH DETAILS GROUP RATING COMMENTS H-1: LOCKING ENTRANCE REQUIRED • 1/4" TO RECEIVE RUBBER \� ROOF ® 6 -0 oc TENANT IMPROVEMENT BOTTOM RAIL MOUNTED ALTERNATING W/ (2) #8 EXIST 3'-0x8'-3" EXISTING DOOR - THUMB TURN KEYED • BASE COVE \� \� SMS AT EA END PR. CYLINDER AND DUST / ` I4, 2 LINA 601A 3'-0x8'-2" - GL GL CLR - - 7,8,11/A5.20 H-1 - 1,2 PROOF STRIKE AND \\ \ � �� SIGNAGE ON TENANT 4-4n SIDE "THESE DOORS TO \ REMAIN UNLOCKED BASE AT JAMB `�� FULL GLASS DOOR \ ' 3625125-18 ® 16" oc ' DURING BUSINESS FLUSH WITH GYP BD; 1/4" TEMP GLASS \ HOURS", BUILDING PROVIDE "J" MOLD AT LIGHT AS OCCURS \ `��I STANDARD PUSH-PULL, TOP OF BASE FOR 45'(\\ PIVOTS, CONCEALED GYP AND KNIFE EDGE BUTT GLAZED SIDE 45' C�,T EXISTING GYP BD, �j ,f' CLOSER REVEAL ,t CORRIDOR SIDE V. IS •N FULL GLASS DOOR B/CEILING / CZ GENERAL NOTES ABBREVIATIONS „ " 8 -7" AFF \ / 41,13/GYP BD �"• '� EXISTING BASE 4 " 8 5 AFF r •,- , " eN OR NEW BASE 1/4 TO RECEIVE RUBBER � I B GYP BD �, A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. EX EXISTING TO MATCH 7 -- . .. .. .• : . �/ BASE COVE 8�2" AFF 1 B. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. GL TEMPERED GLASS EXISTING IF OF 0 C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. REQUIRED • SAT CEILING PER • NEW RUBBER BASE PLANS, SUITE 650 SIDE ' COMMENTS '� GYP BD• © ALM R[GHTSIRESERVED r--6"± �� GLAZING CHANNEL THESE DRAWINGS ARE THE PROPERTY 1. NEW BUILDING STANDARD FULL GLAZED TENANT ENTRY DOORS WITH ADJACENT FULL GLAZED WIDE • RECITES. PROVIDE BUILDING STANDARD U-CHANNEL AT TOP AND BOTTOM WITH CLEAR STRUCTURAL CORRIDOR SUITE 650 SIDE \ OF MACKENZIE ANDCARE NOT TOA BE TEMPERED GLAZING PER USED OR REPRODUCED IN ANY MANNER, SILICONE CAULKING AT ADJACENT GYPSUM BOARD SURFACE. ASSUME CONCEALED HEADER ABOVE SAT 4 SPECIFICATION p WITHOUT PRIOR WRITTEN PERMISSION CEILING TO PROVIDE BRACING AS REQUIRED. DESIGN INTENT IS FOR NEW TENANT ENTRY DOOR HEIGHT TO SIDE N _ MATCH ENTRY DOORS AT SUITE 610. WALL BEYOND REVISIONS: 2. MAINTAIN AND MATCH CORRIDOR RATING, IF APPLICABLE. GLAZED DOUBLE DOORS (1BU1T GLAZING HEAD CONDITION m o N� REVISIONS REVISION DELTA FINISH LEGEND N I 5c SHEETHCLOSING DATE 3"=1'-0" 0 155.2 1 1/2"=1'-0" ¢ �o C9 N. WALL E. WALL S. WALL W. WALL CEILING * 2 LINCOLN STUD SIZE: 2 ROOM FLOOR MAT'L BASE MAT'L � � � CEILING NO. ROOM NAME FINISH FINISH MAT'L MAT'L MAT'L MAT L MAT L HEIGHT COMMENTS J 3! FINISH FINISH FINISH FINISH FINISH 601 RECEPTION LVP RB P P P -- EXIST EXIST - . 602 CONFERENCE CPT RB P P P P EXIST EXIST - LIMITING WALL HEIGHT TABLE , 603 OPEN OFFICE CPT RB P P GB/P P EXIST EXIST - INTERIOR NON STRUCTURAL WALLS L/240 0 5psf , DESIGNATION SPACING MAX. WALL FEIGHT . FINISH SCHEDULE NOTES: ABBREVIATIONS: WALL BEYOND A. ALL INTERIOR FINISHES TO BE COORDINATED WITH LANDLORD. CPT CARPET 250S125-18 24" 8'-4" B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY NEW WORK. EXIST EXISTING / , , 42505125-18 16" 9'-7" SHEET TITLE: PAINT NEW AND EXISTING WALLS THROUGHOUT. GB GYPSUM BOARD C. PROVIDE NEW UPGRADED BUILDING STANDARD CARPET TILE FLOOR FINISH AND P PAINT TEMPERED GLAZING TO 2505125-27 24" 9'-10" DETAILS AND RUBBER BASE THROUGHOUT, UNLESS NOTED OTHERWISE. RB RUBBER BASEMATCH BUILDING SCHEDULES LVP LUXURY VINYL PLANK STANDARD 2505125-18 16" 11'-3" 362S125-18 24" 13'-5" SCHEDULE OF INTERIOR FINISHES / BUILDING STANDARD 362S125-18 16" 14'-4" CHANNEL 3625162-33 16" 16'-5" *CONFIRM FINAL SPECIFICATIONS WITH LANDLORD o RESILIENT SPACER 362$162-43 16" 18'-O" w A TTACHMEN T N 6005162-33 16" 24'-6" CPT-1: CARPET TILE: SHAW, STACKED 5T207, GYPSUM 06515, o , CONFIRM FINAL SPECIFICATION AND INSTALLATION METHOD w FLOOR FINISH IVIZRIOR NON WALLS DRAWN BY: CAK WITH LANDLORD WITH CERAM TILE FACING L/360 0 5psf CHECKED BY: MRT, PDK LVP-1: LUXURY VINYL PLANK: SHAW, UNCOMMON GROUND 0187V, 4", I TELLURIDE 02540, CONFIRM FINAL SPECIFICATION AND '�` DESIGNATION SPACING MAX. WALL I EIGHT/ 0 I SHEET: INSTALLATION DIRECTION WITH LANDLORD. 3625125-18 16" 12'-4" m P-1: FIELD PAINT: SHERWIN WILLIAMS, CREAMY SW7012 362S125-33 16" 14'-3" I' " \ _ RB-1: RUBBER BASE: TBD, 4 FLOOR SYSTEM CD A5.20 I WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH W �I 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. I , GLAZING DETAIL AT FLOOR I 12 WALL HEIGHT TABLE 3 JOB N0. 2150951.35 , , 4? 1 1/2"=1'-O" J A 5.21 I,bHMI 15L I : U4/20/2018 CD 215095135\4J)RAW1NG5\ARCHITECTURAL\35—A5.20.0V/G CAK 04/19/18 15:24 1:96.00