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Plans (6) BtP2015 - 00221 GENERAL. NOTES KEYNOTES EPIC LAND A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED 1. RELOCATE EXISTING RELITE, IF FEASIBLE. OTHERWISE. 2. ALIGN NEW WALL WITH EXISTING WALL. ,zB. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, 3. PROVIDE BLOCKING TO ACCOMMODATE TENANT PROVIDED FLAT SCREEN UNLESS NOTED OTHERWISE. TELEVISION. CONFIRM FINAL LOCATION AND SPECIFICATIONS WITH TENANT. Architecture • Interiors „q C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED 4. CONFIRM EXISTING OUTLET IS DEDICATED. IF NOT, CONVERT TO BE OTHERWISE. DEDICATED. Planning • Engineering D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"t 5. RELOCATED RELITE. PROVIDE NEW IF REQUIRED. /, _"cy ------ 6.(EXISTING) AFF, UNLESS NOTED OTHERWISE, fi. CONFIRM EXISTING WALL GOES TO STRUCTURE. IF N07, EXTEND 70 (, T E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND STRUCTURE AS REQUIRED. _~ INTERSTITIAL EQUIPMENT SEE DETAILS 1/A8.1. 7. INFILL OPENING WHERE EXISTING CORRIDOR DOOR IS REMOVED. MAINTAIN Jt1 } F. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL EXISTING RATING AS REQUIRED TO MATCH ADJACENT WALLS. PATCH ANDTENANT IMPROVEMENT 2 2 2015 Portland,OR OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, REPAIR EXISTING CORRIDOR AS NEEDED, MATCH EXISTING FINISHES TO L'CTy ' j 503.224.9560 == t UNLESS NOTED OTHERWISE. BUILDING STANDARD. �jJj� l QAC = ______ G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN 8. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT ���v,� Vancouver,WA _.._:..__3: ®1� 360.695.7879 = " TO CONVEY GENERAL INTENT ONLY. COORDINATE OR TENANT VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL 1 LINCOLN ` ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT REQUIREMENTS AND FINAL LAYOUT. Seattle,WA + ;; 1 `' AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. 9. WORK STATION BY OTHERS COORDINATE POWER REQUIREMENTS WITH +1z 206'749.9993 H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY TENANT. 10300 BW GREENBURG ROAD +rz =' ' ' 'T ---===;_= T T' N 1 DATION BATT ABOVE CEILING TILES, 4'-0� wvuW.mcknze.com SOLUTIONS ENANT OR TENAN S VE DOR TO CONFIRM BUILT 0. PROVIDE SOUND ATTEN #z CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL CENTERED ON WALLS. 12 =sc:i A&2 . xFs LAYOUTS. 11. CONFIRM EXISTING HIGH LIMIT EXHAUST FAN IS IN GOOD WORKING ORDER. 1'�1ACKE �'�IZ1E. I. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE PROVIDE NEW IF REQUIRED. t,: TIGARD OREGON DESIGN DRIVEN i CLIENT FOCUSED + + s" ; :.ii,_ FLOOR AFFECTED UPON COMPLETION, CONTRACTOR IS 12. REDIRECT EXISTING PLUMBING AS REQUIRED PER NEW LAYOUT. "'"'-"-"" RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. Client J. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID LONGEST COMMON PATH UNLESS NOTED OTHERWISE. OF EGRESS: 67'-5' INDEX OF DRAWINGS K. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD AREA OF WORK I DEMO- PLAN LAI DOORS TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. A2.1 DEMO PLAN, PARTIAL THIRD FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN, A21 L. OUTLETS INDICATED ARE EXISTING UNLESS NOTED S H O R E S T E 1 N OTHERWISE. SITE OBSERVATION OF THE AREAS OF WORK SITE PLAN AND NOTES ONLY HAS BEEN PERFORMED (ON 07/14/2015, WHILE A5.1 CASEWORK ELEVATIONS, DETAILS AND SCHEDULES VACANT/OCCUPIED) AND PLAN, ELECTRICAL AND CEILING A8.1 DETAILS AND ELEVATIONS INFORMATION HAS BEEN UPDATED (OBSERVATION IS ..,n /� WORK LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO SCOPE OF FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. VACANT SUITE THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS Project M. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE 2,497 SF TO EXPAND AN APPROXIMATELY 972 SQUARE FOOT TENANT TO AN APPROXIMATELY 2,264 EPIC LAND PRIMERS AS WELL AS FINISH PRODUCTS. SQUARE FOOT SPACE ON THE THIRD OF FIVE FLOORS. WORK TO INCLUDE MINOR DEMO, SOLUTIONS ,g CONFERENCE N. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN LONGEST COMMON PATH NEW WALLS, DOORS, RECITES AND CABINETRY, INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY �► SUITE 370 +,2 OFFICE . OFFICE C OFFICE 30fi _ OFFICE OFFICE THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OF EGRESS: 72 -2 TENANT 309 308 307. � 3 1 2 305 304 OREGON ENERGY CODE ALLOWANCES AND EXISTING > 30LO OCC., 75" TENANT APPROVAL: IMPROVEMENT N BUILDING INFRASTRUCTURE IN CEILING. ALLOWED PER KI 27 0. ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR TABLE 1014.3 1 UNOOUI GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND 'I= SW w -- A$'' • - DESIGN/CODE DATA �D c�E M 2 HALL $ xis CONFIRM ALC DIMENSIONS AND CONDITIONS PRIOR TO 310 8 TYP. 306A It HALL START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY XIS xIs C1 303 DISCREPANCIES PRIOR TO START OF WORK. GOVERNING CODE: 2014 OSSC v P. REPLACE DAMAGED AND SOILED CEILING TILES WHERE 9 TYP. °D 5 AFFECTED BY CONSTRUCTION TO MATCH EXISTING. OCCUPANCY 8 OFFICE OFFI302A Q. ADD SOUND INSULATION IN ALL NEW WALLS. KEY PLAN CONSTRUCTION TYPE: TYPE I-B r 2 N 312 4 TENANT AREA (APPROX): APPROX. 2,264 S.F. UL a' E,6=1 4 OPEN BREAK OCCUPANCY LOAD: 23 C� IS OFFICE 2 302 A21 THIRD FLOOR NTS +1z 301 TRUE PLAN 1 REQUIRED EXIT, 1 EXIT PROVIDED POR , E i2 B NORTH NORTH +'z 1 EXIT IS EXISTING AND WILL HAVE APPROPRIATE EXIT SIGNAGE + +12 SERVER A5.1BUILDING HAS NFPA SMOKE DETECTION WITH ON SITE EMERGENCY ° 313 S LEGEND GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER OF r94 � � ? ===== EXISTING CONSTRUCTION TO BE DEMOLISHED FS EXISTING FIRE STROBE DEFERRED SUBMITTAL o MACKENZIE 2015 ' 7 EXIT FS EXISTING FIRE STROBE TO BE DEMOLISHED ALL RIGHTS RESERVED DRAWINGS ARE THE PROPERTY EXISTING WALL TO REMAIN 2014 OSSC SECTION 107.3.4.2 (by Separate permit) THESE0E MACKENZIE AND ARE NOT TO BE Z PARTIAL THIRD FLOOR PLAN NEW WALL TO UNDERSIDE OF GRID, SEE 4/A8.1 EXISTING THERMOSTAT FIRE ALARM USED OR REPRODUCED WRITTEN IN ANY MANNER, MECHANICAL WITHOUT PRIOR WRITTEN PERMISSION A2.1 i/8-=V-0- EXISTING 2 HOUR RATED WALL TO REMAIN. I:7:' EXISTING THERMOSTAT TO BE REMOVED/RELOCATED ELECTRICAL REVISIONS: EXISTING 1 HOUR RATED WALL TO REMAIN -� PLUMBING z EXISTING' CEILING GRID o NEW 1 HOUR RATED WALL INFILL (MATCH ADJ. CONDITION) EXIT ILLUMINATION 51 5:-1 THIr REVISIONS REVISION DELTA H[S CLOSING DATE EXISTING HIGH LIMIT EXHAUST FAN TO REMAIN o SHEET ITITITMTrITTI EXISTING DEMISING WALL TO REMAIN NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN NEW DEMISING WALL TO STRUCTURE, SEE 3/A8.1 EXISTING SUPPLY/RETURN VENT TO REMAIN OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT ® NEW BASE FEED, (1) CIRCUIT PER (4) WORKSTATIONS EXISTING EXIT SIGN DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION ® PROPOSED NEW EXIT SIGN LOCATION -- DESIGN BUILDER TO PROVIDE DEFERRED SUBMITTAL ADA IMPROVEMENTS _:r EXISTING FLUSH FLOOR MONUMENT 70 BE DEMOLISHED � EXISTING EXIT SIGN AT WALL TO BE DEMOLISHED EXISTING QUADRUPLEX OUTLET VALUATION OF WORK = $23,994 NEW DEDICATED OUTLET . EXISTING 2'x2' FLUORESCENT LIGHT FIXTURE TO REMAIN 25% VALUATION FOR UPGRADE _ $5,999 ADA UPGRADE = REMOVAL OF ALL BARRIERS, UPGRADED MI C. SHEET TITLE: EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION ® NEW OR RELOCATED 2x4' FLUORESCENT LIGHT FIXTURE HARDWARE AND NEW ADA COMPLIANT CABINETRY DEMI) PLAN, PAFi�T1AL THIRD r,. .• l ' ... . DEMOLISHED OUTLET AND TELEPHONE/DATA EXISTING 2x4 FLUORESCENT LIGHT FIXTURE TO REMAIN _ of TIGA" F=LOOR PLAN, E 94 NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION DEMOLISHED 2'X4' FLUORESCENT LIGHT FIXTURE 70 BE RELOCATED y = REFLECTED FS EXISTING 2'x4' 24 HR EGRESS FLUORESCENT LIGHT FIXTURE TO REMAIN I wY CEILING PLAN EXISTING COVERPLATE LOCATION TO RECEIVE NEW y nj KEY PLAN, SITE VOICE/DATA ROUGH IN LOCATION BATT INSULATION CENTERED ON WALLS , t-SLIP � NAND NOTES 11 EXISTING COVERPLATE LOCATION TO RECEIVE NEW V2' s � I ' DUPLEX {� "-`` KEY NOTE FOR REFERENCE `✓ I� `h =$u3t #m 7Z) DRAWN BY: LER • EXISTING COVERPLATE 2 Dates k ' CHECKED BY: SBH, PDK INTERIOR ELEVATION FOR REFERENCE 4� tiv azl� �lv�l�"�� EXISTING COVERPLATE TO BE DEMOLISHED HEET: OFFICE COPY s ' `'i. t.. 8TEtGTUA£4PJJCU6 S'RtiC1YR60 xR.v.iC - EXISTING LIGHT SWITCH 30tA DOOR NUMBER SYMBOL - 3 REFLECTED CEILING PLAN EXISTING EXHAUST FAN SWITCH IS EXISTING DOOR TO REMAIN - _ A2,'� 1 f$"=1'-0" � EXISTING LIGHT SWITCH TO BE DEMOLISHED A2,1 NEW LIGHT SWITCH WITH OCCUPANCY SENSOR EX� REQUIRED EXIT 5 SITE PLAN AREA OF WORK A2.1 1 LINCOLN NTS JOB NO. .3$ TRUE NORTH PERMIT SET= 07/20/2015 211095538\4.DRAWINGS\ARCHITECTURAL\38-A2.1.OWG LER 07/16/15 08:26 1:96.00 NOTE A. FINISH ENDS, TYP E. SHIM AS REQUIRED 01 13" CLR. (1) ADJ. B. CONFIRM REQUIREMENTS AND SIZES F ALL CABINET FACES AND DOORS, PL-1 U.N.O. MELAMINE SHELVES FOR ALL EQUIPMENT/APPLIANCES G. ALL EXPOSED EDGES AT DOORS AND SHELVING D O O R S C H E D U L E PRIOR TO CONSTRUCTION OF TO BE P—LAM TO MATCH ADJACENT > CABINETRY VERTICAL SURFACES. w-' DOOR DOOR DOOR FRAME HDWR w P—!AM FACES DOOR. DETAILS RATING COMMENTS C. ALL COUNTER TOPS, EDGES AND w OPENING SIZE THK TYPE MAT'L FINISH MATT FINISH GROUP BACKSPLASHES, PL-2 LLJEXIST 3'-0"x$'-4"t EXISTING DOOR D. CONTRACTOR TO PROVIDE DEDICATED MICROWAVE, NIC 302A 3'-0"x8'-4"t 1 " FL/R SC S HMK FF 5/A8.1 H-1 -- -- Architecture a Interiors OUTLET FOR BLACK GE #GLDA69OFBB 306A 3'—O"x8'-4"t 1% FL/R SC S I HMK FF I 6/A8.1 1. H-1 -- --- Planning o Engineering ADA DISHWASHER ------P—LAM UNDERSIDE AND HARDWARE GROUPS: DOOR SCHEDULE NOTES: 2 3 4 f6 SHE INSIDE OPENING H-1: PASSAGE A. ALL DOORS/CLOSURES TO BE CHECKED J w � lATCHSET F75 GRADE 1, ADJUSTED, AND/OR REPLACED TO BE IN A5.1 A5.1 A5.1 SIDE SPLASH WHERE OCCURS BUTTS, SEAL, STOPS CEILING w COMPLIANCE WITH ADA. ALIGN W/ LOWERS ALIGNW/ LOWERS 25" P.L. TOP B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW Portland,OR ABBREVIATIONS: DOOR WITH MORTISE LOCKSET AS DETERMINED 503.224.9560 co Z _�� _r;�.-- P—LAM COUNTER TOP AND EXIST EXISTING BY LANDLORD., Vancouver,WA t C-4 SPLASH WITH SELF EDGE C. ALL DOORS, FRAMES AND HARDWARE TO MATCH ;r_ _ N FF FACTORY FINISH EXISTING SUITE STANDARDS. 360.695.7879 FL/R FLUSH WITH ADJACENT RELITE D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE 206.749.9993 (— DRAWER AS OCCURS Seattle,WA �Taal IN ELEVATION HMK HOLLOW METAL KNOCKDOWN MEASUREMENTS BASED ON FIELD OBSERVATION. ( ( _ INSULATE EXPOSED S STAIN E. NEW DOORS MAY BE PULLED FROM EXISTING www.mcknze.com ��, ..,n„ _ _ > (1) ADJ MELAMINE SHELF SC SOLID CORE WOOD BUILDING INVENTORY OR RELOCATED WITHIN ( ( ""— o PIPES PER ADA CODE w SUITE WHERE POSSIBLE. M AG K E N Z L E. %l I _ _ DESIGN DRIVEN t WENT FOCUSED PEN BELOW PER w ROOM FINISH SCHEDULE 3'-0" L '-9" 2'-0" —7 5'-0" ADA CODE P—LAM Client f:1 FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING 6'-6"f RUBBER BASE RM ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING FINISH NO o FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS A. ELEVATION B. ELELAN2'_0" 3 M 301 OPEN OFFICE CPT-1 RB-1 GB/P-1 GB/P-1 GB/P-1 P-1 EXIST EXIST Y 302 BREAK VCT-1 RB-1 GB/P-1 P-1 P-1 GB/P-1 EXIST EXIST CABINETRY ELEVATION 2 CABINET SECTION 303 HALL CPT-1 RB-1 P-1 P-1 GB/P-1 GB/P-1 EXIST EXIST s >; s T " LU 1304 OFFICE CPT-1 RB-1 P--1 P-1 P—i P-1 EXIST EXIST �AW) O BREAK 302 1/4"=1'--0" � A5.1 TYPICAL 3/4"=1'-0" Q 305 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST w306 CONFERENCE CPT--1 RB-1 P-1 GB/P-1 GB/P-1 GB/P-1 EXIST EXIST 13" CLR. 307 OFFICE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST EXIST 13" CLR.10 U.N.O. 308 1 OFFICE CPT-1 RB-1 P--1 P-1 P-1 I P-1 EXIST EXIST U.N.O. Project --- (2) ADJ. 309 OFFIGE CPT-1 RB-1 P-1 P-1 P-1 P-1 EXIST XIST -- (2) ADJ. MELAMINE SHELF 310 HALL CPT-1 RB-1 P-1 GS/P-1 GB/P-1 P-1 X EXIST---.- EPIC LAND MELAMINE SHELF > _ 311_ OFFICECPT—? RB-1 GB/P-1 P-1 GB/P—? P-1 EXIST EXIST SOLUTIONS w w 312 1 OFFICE CPT-1 RS-1 P-1 P-1 P-1 P-1 EXIST EXIST SUITE 370 w w 313 ISERVER VCT—? I RB-1 I P-? I P-1 I P-1 P-1 I EXIST I EXIST I TENANT UJ UJ --- P—LAM FACES FINISH SCHEDULE NOTES: ABBREVIATIQNS: IMPROVEMENT A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET 1 LA40OLN — P—LAM FACES TO BE COORDINATED WITH TENANT. EXIST EXISTING 10300 SW G�iBUM RD B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD TIGM' Oi'IEQC�N 25" P.L. TOP AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT > 25" P.L. TOP w U.N.O. WALLS. w 1'-5" MAX C. PROVIDE NEW FLOOR FINISH AND RUBBER BASE w SIDE SPLASH WHERE OCCURS w SIDE SPLASH WHERE OCCURS RB RUBBER B j � THROUGHOUT. VCT VINYL COMPOSITION TILE UJ TO FAUCET P—LAM COUNTER TOP AND CONTROLS P—LAM COUNTER TOP AND U D. SPLASH WITH SELF EDGESPLASH WITH SELF EDGE SCHEDULE OF INTERIOR FINISHES DRAWER AS OCCURS `n R D, R GON IN ELEVATION PER CODE AP ALL EXPOSED PIPE CPT—i: TBD > (1) ADJ MELAMINE SHELF 8" VF _ U I VCT-1: TBD z P—LAM FACES w J � I PL-1: TBD (CABINET FACES AND DOORS) W W M MACKENZIE 2015 P—LAM CL ALL RIGHTS RESERVED 6" `�' •I OPEN BELOW PER CODE Z PL-2: TBD (COUNTER TOP, EDGES AND BACKSPLASH) THESE DRAWINGS ARE THE PROPERTY RUBBER BASE ( � U OF MO C REPRiE AND ODUCEEDA IN NOT TO BE ANY MANNER, : y11 TOE KICK AND RUBBER P_1: TBD WITHOUT PRIOR WRITTEN PERMISSION 0: BASE BEYOND Q- 2 —0" 3 0 2'-0" 0- RB-1: TBD REVISIONS: 3 CABINET SECTION L`3 r4 CABINET SECTION Q 5 THIS " , " to ILL] LU w SHEET CLOSING DATE TYPICAL — � cn REVISIONS REVISION DELTA 3/4 =1 -0 ¢ A&1 TYPICAL 3/4"=1,_O" Q �� U (,) SHEET TITLE: CASEWORK ELEVATKM, DETAILS AND SCHEDULES DRAWN BY: LER CHECKED BY: SBH, PDK SHEET: A5,01 JOB NO. 2110955.38 PERMIT SET-- 07/20/2015 211095538\4 DRAWINGS\ARCHITECTURAL\38J,5.1.DWG KJF 07/16/15 10:49 1:1.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 1 LINCOLN STUD SIZE: 2 1/2" ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 BERC 2 8" MAX. SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT CLIP STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER LIMITING WALL HEIGI-IT TABLE ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS tJTEFWR NOW STFLC'NRAL WALLS L/240 0 5psf v a METAL DECK AS OCCURS WITHIN 8„ OF PERIMETER v v v LATERAL BRACING WITH APPROVED VERTICAL ® .D° „ DESIGN 7M SPACING MAX. WALL HEIGHT DEFLECTION SPACE COMPRESSION STRUT AT 12'-0" OC EA WAY " �s" ° ° 250S125-18 24" 8'-4" a �DO NOT FASTEN STUDS /// r.,','COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ° v OR GYP BD TO RUNNER) Architecture ■ Interiors 250S125-18 16" s'-7" Planning • Engineering "ATTACHED °`� ° 250S125-27 24" 9'-10" WALL" 250S125-18 16" 11'-3" "Y 1„ MIN. CONT 18 GA METAL R 3625125-18 24" 13'-5" ? FASTENED TO DECK AT 2'-0" OC STAGGERED /,1CLJNCi EDGE AT WALL NTS " " Portland,OR 362S125-1$ 16 14'-40 = 503.tland, 60 A NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2- � FASTEN RUNNER TO R TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 362S162-33 16" 16'-5" GYP BD '' __. FA 2'-0" OC Vancouver,WA ---- DO NOT SCREW BERC 2 CLIP TO TRACK 3625162-43 16" 18'—O" EA SIDE ' 17: 1 360.695.7879 TABLE MAX. LENGTH 6005162-33 16" 24'-6" SOUND BATT INSULATION AS OCCURS Seattle,WA CROSS RUNNERS FIT BETWEEN MAIN RUNNERS j ' TYP A7 DEMISING WALL 1/2" DIA CONDUIT (EMT) 5'-10" 206.749.9993 MAIN RUNNERS AT 4'-0" OC " " PSR NON WALLS METAL STUDS SEE WALL HEIGHT " 3/4- DIA CONDUIT EMT 7'-8- L/360 0 5 sf www.mcknze.com 6 -0 MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR 11- DIA CONDUIT EMT Wnl�i CERAMIC TILE FACING p TABLE FOR GAUGE AND SPACING WITH #10 WIRE AT 5'-0" OC EA WAY SGL 1625125-33 MTL STUD 12'-0" DESKMMON S'PAC MAX. WALL HEIGHT CONT ACOUSTIC SEALANT MACKENZIE. LATERALLY BRACE MAIN RUNNER TO 1-5 $"x20GA EA SIDE AGAINST TRACK DESIGN DRIVEN 1 CLIENT FOCUSED .NOTE: STRUCTURE AT 12'--0" OC EA WAY. BACK TO BACK 1625125-33 15'-0" 362S125-18 16" 12'-4" � NO SEALANT AT SIM GOND Client ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x20GA 3625125-33 16" 14'-3" w CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 2505125-33 MTL STUD 13'-6" r 1/2" MAX APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF 2-1 2"x2OGA 0° CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG " WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH I`t BOTTOM TRACK TO FINISH STRUCTURE. TRAPEZE DUCT WORK BACK TO BACK 250S125-33 15 —0 112- GYPSUM BOARD ATTACHED WITH SCREWS MIN. AT 12"-0" O.C. MAX. t.. CONCRETE FLOOR W POWDER DRIVEN WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS MTL STUDS (2--1 2"x20GA) / f 0 SUSPENDED CEILING BRACINGri'� S H O R E S T E N zWALL HEIGHT TABLE 3 CVP PARTITION at METAL DECK A8.1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATERNTS z AS.1 ¢ A8�� THAN 2,500 SF PROVIDE HEAVY DUTY GRID SYSTEM. U 3 SOUND ATTENUATION BATT AS OCCURS GYP BD WALL AS OCCURS Project / ATTACH STUD TRACK _ EPIC LAND / THROUGH GRID TO ---- WALL AS OCCURS SOLUTIONS / BRACE ABOVE ct SUITE 370 SUSPENDED CLG / / / ------SOUND BATT A5 OCCURS TENT ASSEMBLY GYP BD --DOUBLE STUD AT JAMB, TYP IMPROVEMENT \ / 45, 1 LINCOLN f ` DBL STUD AT JAMB TYP 1= SW GREENWRG RSD D04R FRAME; TIGAM, OREGON CUT TILE FOR TIGHT METAL STUD BRACING MATCH BLDG STD FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" CASING BEAD OC W/ (2) #8 SHEET META! # j SCREWS AT EACH END. STUD SIZING I•-cn � USG 200-A PER SPAN TABLE. BRACING TO BE DOOR FRAME, g o G �' SOUND ATTENUATION PROVIDED WHERE DISTANCE BETWEEN MATCH BLDG STD �.. CO AT ALL NEW WALLS, TYP. PERPENDICULAR INTERSECTING WALLS OR HORIZONTAL BRACING BETWEEN ■ PORT D, EGON WALLS EXCEEDS 8'-0" OC GYP BD EA SIDE METAL STUDS SEE WALL HEIGHT OF TABLE FOR GAUGE AND SPACING CONT ACOUSTIC SEALANT EA SIDE AGAINST TRACK SIDE LIGHT AS OCCURS BUTT GLAZED SIDE 0MACKENZIE 2015 NO SEALANT AT SIM GOND WITH 1/4- TEMP GLASS LIGHT AS OCCURS ALL RIGHTS RESERVED 1/2" MAX THESE DRAWINGS ARE THE PROPERTY 1/4" TEMP GLASS g OF MACKENZIE AND ARE NOT TO BE BOTTOM TRACK TO FINISH t�-Y USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CONCRETE SLAB FLOOR Wf POWDER DRIVEN I ANCHORS AT 4'-0" OC REVISIONS: 4 NON--BEARING WALLK`5 TYP INTERIOR DOOR z r6- TYP INTERIOR DOOR N �¢ REVISIONS REVISION DELTA AB. " ' " _ � © >J SHEET THIS CLOSING DATE AT FLOOR AND SUSPENDED CEILING 3 =1 -0 A&1 JAMB SIMILAR 3"=1'-0" o A&l HEAD SIMILAR 3"=1'-0" o -o NOTE: PROVIDE CLEAR SILICONE CAULKING AT BUTT SEAMS. PROVIDE CLEAR STRUCTURAL SILICONE AT ADJACENT GYPSUM BOARD SURFACES. ATTACH 9/16" 3625125-43 STUD BRACING L METAL TO "CEE" TO UNDERSIDE OF EXISTING $ FLOOR/ ROOF AND STRIKE A8.1 CEILING BRAKE SHAPE W/ (2) #8 SMS AT EA END 8'-6" "CEE" \ti 45' \ 45, SOLID WOOD BUILDING STANDARD t` SHEET TITLE: DOOR U-CHANNEL DETAILS AND � ELEVATIONS s A8.1 1/8- BLACK NYLON SPACE -- CONT. DRAWN BY. LER EQ. EQ. EQ. EQ. CHECKED BY. SBH, PDK BOX HEADER W/ (2) BUILDING STANDARD 362T200-54 & (2) SHEET: U-•CHANNEL SAT CEILING 10" STUDS, MIN 20 GAUGE GLAZING CHANNEL A8.1 6 6" BUTT GLAZING Q JOB NO. 7 CONFERENCE ROOM GLAZING s GLAZING a CONCEALED HEADER oO2110955.388 A8� 1/2"=r—o" A&1 3#0=i P- PERMIT SET: 071'20/2015 UJ U` 211095538\4-DRAWINGS\ARCHITECTURAL\38J18.1.DWG KJF 07/16/15 10:56 1:1.00