Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans (3)
BUP2014 00216 6 6 1 2 3 4: , RECEIVED k . • ti, . 62014 OFFICE � � ;;"----' 7 -"-" 1 p '`��:• SSP - ;. 107 , RECEPTION CITY • F Cry 8 Q � � � U �� 1o7A 5 1Q1s 101 1o1A ® / \ BUILDING DIVISION Architecture Interiors Planning m Engineering 'OP OVEMENT BREAK 2 -_ ' ! 9 z° 103 I e TE/ 'T la CONFERENCE ' ` r.> Portland,OR 503.224.9560 0 CHASE BANK Nf--% M h TYP. 4 11 OPEN OFFICE `" ~ , Vancouver, WA \ SERVER 1LINCOLN360.695.7879 106 104 ` \ Seattle,WA FE�� . } .. , 11 S' 100 R E U ROAD 206.749.9993 1026 T .-''� 1 103A 104A r^„ �- f C3 WWW°mcknze.com TYP. 10 `.�_ �=s `--.� , Q 10 TYP. OPEN OFFICE , �`' tr ® MACKENZIE. 'A TI AR® G® kk7l/' f Client DESIGN DRIVEN I CLIENT FOCUSED F INDEX OF DRAWINGS A2.1 PARTIAL FIRST FLOOR PLAN REFLECTED CEILING PLAN KEY PLAN SITE PLAN AND NOTES 3 I .- TYP. , r� J1— J1— ILS AN SCHEDULES WIN 'r S H O R E S T E I N SCOPE F WORK K`1� PARTIAL FIRST FLOOR PLANr2`� REFLECTED CEILING PLAN THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS TO A21 1/8"=1'-0” A2,1 1/8"=1'-0" DOWNSIZE AN EXISTING TENANT ON THE FIRST OF FIVE FLOORS. APPROXIMATELY 1,172 SQUARE FEET TO BE RETURNED TO THE BUILDING AS VACANT SUITE 140. THE REMAINING 3,020 SQUARE FEET WILL BE FOR THE EXISTING TENANT AT SUITE 100. WORK TO INCLUDE MINOR DEMOLITION, ct GENERAL NOTES KEYNOTES NEW WALLS AND DOORS. .JP eMORGAN A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. TENANT APPROVAL: CHASE SANK 1. ALIGN NEW WALL WITH EXISTING WALL. SUITE 100 B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. 2. INFILL DOOR OPENING WITH NEW WALL. EXTEND ABOVE TO STRUCTURE AT DEMISING WALL INFILL LOCATION. C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. 3. RELOCATE EXISTING TELLER WINDOW. INFILL TELLER WINDOW OPENING WITH NEW WALL AND EXTEND ABOVE TO STRUCTURE. TENANT D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-5"f (EXISTING) AFF, UNLESS NOTED OTHERWISE. 4. EXISTING WORK STATIONS. COORDINATE POWER REQUIREMENTS WITH TENANT, IF REQUIRED. DESIGN/CODE DATA IMPROVEMENT E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 1/A8.1. 5. RELOCATED TELLER WINDOW. TOP OF P—LAM TRANSACTION COUNTER TO BE INSTALLED AT 34" AFF. 1 LINCOLN F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER 6. CONFIRM EXISTING WALL TERMINATES AT STRUCTURE. EXTEND TO STRUCTURE IF REQUIRED. 10300 SW GREENBURG RD OF 2x2 TILE, UNLESS NOTED OTHERWISE. 7. RELOCATE DOOR WITH EXISTING HARDWARE AND CLOSER. GOVERNING CODE: 2010 OSSC TIGARD, OREGON G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE 8. RELOCATED DOOR WITH EXISTING HARDWARE AND CLOSER. OCCUPANCY: B ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. 9. EXISTING WORKSTATIONS TO SHIFT TO ACCOMMODATE NEW DEMISING WALL LOCATION. ANY REQUIRED WORKSTATION CONSTRUCTION TYPE: TYPE I—B H. FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT'S VENDOR TO CONFIRM BUILT CONDITIONS FOR MODIFICATIONS ARE TENANT'S RESPONSIBILITY. TENANT TO COORDINATE DIRECTLY WITH TENANT'S FURNITURE VENDOR. TENANT AREA (APPROX): APPROX. 3,020 S.F. 4 �. SPATIAL REQUIREMENTS AND FINAL LAYOUTS. COORDINATE POWER REQUIREMENTS/MODIFICATIONS WITH TENANT AND TENANTS VENDOR. I. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO OCCUPANCY LOAD: 31 10. EXISTING FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT VENDOR 70 CONFIRM BUILT �� • � � � � PROGRAM THE OVERRIDE HVAC BUTTON. CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUT. J. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. 2 REQUIRED EXITS, 2 EXITS PROVIDED bz ` 11. CONFIRM EXISTING BASE FEED LOCATION CAN ACCOMMODATE TENANTS FINAL WORKSTATION LAYOUT. RELOCATE IF REQUIRED. t K. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE. EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE1 ,I L. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. PARTIAL SITE OBSERVATION, OF AREAS OF WORK ONLY, HAS LEGEND BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION ; BEEN PERFORMED (ON 09/10/2014, WHILE OCCUPIED) AND PARTIAL PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM == EXISTING CONSTRUCTION TO BE DEMOLISHED V11 ADDITIONAL REQUIREMENTS WITH TENANT. � �s� �- F I L i ; M. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS. N. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE Y EXISTING WALL TO REMAIN ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING 2010 OSSC SECTION 107.3.4.2 (by separate permit) INFRASTRUCTURE IN CEILING. NEW WALL TO UNDERSIDE OF GRID, SEE 4/A8.1 FIRE ALARM MACKENZIE 2014 0. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. MECHANICAL © ALL RIGHTS RESERVED P. ADD SOUND INSULATION IN ALL NEW WALLS. EXISTING 1 HOUR RATED WALL TO REMAIN THESE DRAWINGS ARE THE PROPERTY ELECTRICAL OF MACKENZIE AND ARE NOT TO BE EXISTING DEMISING WALL TO REMAIN EXIT ILLUMINATION USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION NEW DEMISING WALL TO STRUCTURE, SEE 3/A8.1 NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN REVISIONS: EXISTING BASE FEED OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS o ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT 0I REVISIONS REVISION DELTA EXISTING DEDICATED QUADRUPLEX OUTLET DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW �o SHEET THIS CLOSING DATE ` EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN PRIOR TO SUBMITTAL qP NEW OUTLET LUATO 0 EXISTING COVERPLATE s . VALUATION OF WORK = $12,000 . . EXISTING LIGHT SWITCH t , FIRE EXTINGUISHER TUM E]L sw�«wsls...... s - LANDLORD TO EXISTING THERMOSTAT , ? i II ; PROVIDE NEW TENANT EXISTING CEILING GRID / y, ,.� ,,,.;: ,�. .,4, .._ , �• 3TRUCTUREOPARKING f SHEET TITLE: ENTRY AT VACANT PARTIAL FIRST SUITE ® NEW OR RELOCATED 2x4' FLUORESCENT LIGHT FIXTURE Jr -FFLOOR PLAN VACANT SUITE ' 4 (° E. ri�ivrrznr, �\ i EXISTING 2x4 FLUORESCENT LIGHT FIXTURE TO REMAIN n r I aesx ` REFLECTED #140: 1,172 SF / ■ 0 \�\\ -- ' i �� '�,%yy _ ___`_',,� \\ \ C r r CEILING PLAN KEY DEMOLISHED 2X4 FLUORESCENT LIGHT FIXTURE TO BE RELOCATED m �� �r ti ; J PLAN, SITE PLAN a Ct i (I 4 �� -'U �� I y CITY OF TIGARD _ AND NOTES LONGEST COMMON EXISTING 2x4 24 HR EGRESS FLUORESCENT LIGHT FIXTURE TO REMAIN AREA OF D FOR CODE COMPLIANCl� PATH OF EGRESS: EXISTING 2'X2' FLUORESCENT LIGHT FIXTURE TO REMAIN WORK .,t- —.' 6T-3" 2,J I I: r© d: r :m s EXISTING RECESSED CAN LIGHT TO REMAIN ;y c, " ti�,r� >xn, ` QT..C; nrc7au� > C 1 DRAWN BY: LER ffnit AREA OF WORK ' - DEMOLISHED RECESSED CAN LIGHT FIXTURE TO BE RELOCATED u -' if 8, r ddress: �� 9�'-r=..SHE BH, PDK LONGEST COMMON EXISTING SUPPLY/RETURN VENT TO REMAIN ; ?_ " cite#t Gta.. a SHEET: PATH OF EGRESS: EXISTING FIRE STROBE �'\ s:' o STRUCTURED PARKING STRUCTUR DPARKING • Date: i 51 0 \ Itr It"i y EXISTING EXIT SIGN l ® NEW EXIT SIGN _..__... ...... . . . .._ swoaksr�egl. ,-�... 1 A/..1 OFFICE COPY 3 KEY PLAN 25' S0' 700' 200' A21 FIRST FLOOR NTS 1 KEY NOTE FOR REFERENCE 4 SITE PLAN A2.1 NTS 17-Jos No. 211® 55.26 AW JP MORGAN TRUE PLAN 1@ DOOR NUMBER SYMBOL NORTH NORTH TRUE EXIT REQUIRED EXIT NORTH PERMIT SETS 0 /12/2014 211095526\ARCH\26—A2.1.DWG LER 09/12/14 08:57 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 1 LINCOLN STUD SIZE: 2�" ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 8" MAX. CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT S C H E D U L EA p� STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER LIMITING WALL ALL HEIGHT TABLE DOOR DOOR DOOR FRAME HDWR ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ? INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 @ 5psf DOOR OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH DETAILS GROUP RATING COMMENTS WITHIN 8" OF PERIMETER ' " ' " , LATERAL BRACING WITH APPROVED VERTICAL \ ® ° DESIGNATIOIV SPACING MAX WALL HEIGHT 101A 3 -0 x8 -3 t EXISTING DOOR 1 COMPRESSION STRUT AT 12'-0" OC EA WAY 8=° ° ° ° ° ° 250S125-18 24" g'-4" 101B 3 -0x8 -3f EXISTING DOOR -- 2 COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 102A 31-0"x8'-3"t 1/" FL SC S HMK FF 5/A8.1 H-1 Architecture Interiors ° 250S125-18 16" 9'-7" 1026 31-0"x8'-3"f EXISTING DOOR -- Engne ° 103A 3'-0"x8'-3"f EXISTING DOOR -- Planning u ering ° i "ATTACHED 01 , 250S125-27 24" 9'-10" 104A 3'-0"x8'-3"f EXISTING WALL" `°° ° 250S125-18 16" 11'-3" 106A 3'-0"x8'-3"t EXISTING DOOR -- oOa 3625125-18 24" 13'-5" 107A 3'-0"x8'-3"t EXISTING DOOR -- A CELNG EDGE AT WALL NT 362S125-18 16" 14'-4" HARDWARE GROUPS: ABBREVIATIONS: Portland,OR NOTE: FOR UNATTACHED WALLS PROVIDE A 1 2" H-1: PASSAGE A EXIST EXISTING TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 3625162-33 16" 16'-5" LATCHSET F75 GRADE 1, 503.224.9560 - DO NOT SCREW BERC 2 CLIP TO TRACK " , » BUTTS, SEAL, STOPS FF FACTORY FINISH Vancouver,WA 362S162-43 16 1 g -0 FL FLUSH 360.695.7879 HMK HOLLOW METAL KNOCKDOWN TABLE MAX. LENGTH 600S162-33 16" 24'-6" Seattle,WA CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" DIA CONDUIT (EMT) 5'-10 S STAIN 206.749.9993" —MAIN RUNNERS AT 4'-0" OC " , �, INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS SC SOLID CORE WOOD 3/4- DIA CONDUIT EMT 7 -8 L/360 @ 5psf www.mcknze.com 6' EMT 1 DIA CONDUIT-0" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR » WITH CERAJIAIC 'TILE FACING „ 9 -9 WITH #10 WIRE AT 5 -0 OC EA WAY SGL 1625125-33 MTL STUD 12'-0" DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: MACKENZI LATERALLY BRACE MAIN RUNNER TO 1-5 8"x2OGA DESIGNATIOP�I SPACING MAX WALL HEIGHT 1. EXISTING DOOR AT EXISTING A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, ' DESIGN DRIVEN I CLIENT FOCUSED " 362S125-18 16" 12'-4" U) RATED CORRIDOR AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 1625125-33 15 -0 2. RELOCATED EXISTING DOOR B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR Client ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x2OGA 3625125-33 16" 14'-3" I� WITH EXISTING HARDWARE WITH MORTISE LOCKSET AS DETERMINED BY LANDLORD. CONNECTION DEVICES TO BE OF ANPERIMETER AND 2" FROM CROSS MEMBER SGL 2505125-33 MTL STUD 13'-6" � AND CLOSER. C. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF 2-1 2"x2OGA — Q INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG , » WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH E- STRUCTURE. TRAPEZE DUCT WORK BACK TO BACK 2505125-33 15 -0 D. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT WIRES TO HAVE A 200 CAPACITY. 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. f-- # MTL STUDS (2-1/2"x20GA) = BUILDING STANDARDS. AND OTHER LARGE OBSTRUCTIONS ca E. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE S H OR E �.\s T E i N 1 SUSPENDED CEILING BRACING z 2 WALL HEIGHT TABLE MEASUREMENTS BASED ON FIELD OBSERVATION. I F. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING �8. NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z A�.1 a INVENTORY OR RELOCATED WITHIN SUITE WHERE THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. i POSSIBLE. If l FINISH SCHEDULE Project ATTACH STUD TRACK ROOM FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING CEILING JP MORGAN ROOM NAME MAT'L MATT MAT'L MAT'L MAT'L MAT'L FINISH CHASE SANK o p p METAL DECK AS OCCURS / THROUGH GRID TO NO FINISH FINISH FINISH FINISH FINISH FINISH HT. MAT'L COMMENTS SUITE 100 . p v � , BRACE ABOVE 101 RECEPTION EXIST EXIST/RB GB/P EXIST GB/P P EXIST EXIST TENANT 4 �" DEFLECTION SPACE SUSPENDED CLG � \ � / � 102 CONFERENCE EXIST EXIST/RB GB/P P P P EXIST EXIST (DO NOT FASTEN STUDS ASSEMBLY � � � � 103 BREAK EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST IMPROVEMENT OR GYP BD TO RUNNER) / 1 LINCOLN 104 SERVER EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST 10300 SW GREENBURG RD 45' 105 OPEN OFFICE EXIST EXIST EXIST EXIST EXIST -- EXIST EXIST TiGARD, OREGON „ ._-- ____ __.._ _.. _ 106 OPEN OFFICE EXIST EXIST/RB GB/P P EXIST EXIST EXIST EXIST 1 MIN. 107OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST CONT 18 GA METAL R CUT TILE FOR TIGHT 25 GA 3 1/2" METAL STUD BRACING ? XFASTENED TO DECK AT 2'-0" TO FLOOR STRUCTURE AT 8'-0" FINISH SCHEDULE NOTES: OC STAGGERED FIT AT WALLS ABBREVIATIONS: u CASING BEAD USG 200-A OC W/ (2) #8 SHEET METAL A. PATCH AND REPAIR ALL EXISTING WALLS WHERE EXIST EXISTING SCREWS AT EACH END. BRACING v FASTEN RUNNER TO AFFECTED BY NEW WORK. PAINT NEW WALLS ONLY GB GYPSUM BOARD ` " GYP BD EA SIDE ,may: GYP BD AT 2'-0" OC TO BE PROVIDED WHERE DISTANCE AND/OR WALLS/ROOMS WHERE AFFECTED BY P PAINT EA SIDE SOUND ATTENUATION —` BETWEEN PERPENDICULAR INTERSECTING CONSTRUCTION TO MATCH EXISTING. SOUND BATT INSULATION AS OCCURS AT ALL NEW WALLS, TYP. WALLS OR HORIZONTAL BRACING B. EXISTING CARPET AND RUBBER BASE TO REMAIN. NEW TYP AT DEMISING WALL " RUBBER BASE AT NEW WALLS ONLY AND OR ENTIRE . BETWEEN WALLS EXCEEDS 8 -0 OC / _ METAL STUDS SEE WALL HEIGHT METAL STUDS— TABLE TUDS TABLE FOR GAUGE AND SPACING METAL STUDS SEE WALL HEIGHT MATCH EXISTING. GYP BD EA SIDE— TABLE FOR GAUGE AND SPACING `4 CONT ACOUSTIC SEALANT CONT ACOUSTIC SEALANT LANDLORD IMPROVEMENTS FOR VACANT SUITE 140: ' EA SIDE AGAINST TRACK EA SIDE AGAINST TRACK MACKENZIE 2014 NO SEALANT AT SIM COND NO SEALANT AT SIM COND PROVIDE SEPARATE PRICING FOR THE FOLLOWING: © ALL RIGHTS RESERVED 1. PROVIDE NEW 20 MINUTE RATED OPENING WITH NEW THESE DRAWINGS ARE THE PROPERTY 1/2" MAX& 1/2" MAXMal BUILDING STANDARD 45 MINUTE RATED TENANT ENTRY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, BOTTOM TRACK TO FINISH BOTTOM TRACK TO FINISH DOOR WHERE INDICATED ON 3/A2.1 AT VACANT SUITE. WITHOUT PRIOR WRITTEN PERMISSION CONCRETE FLOOR W/ POWDER DRIVEN CONCRETE SLAB FLOOR W/ POWDER DRIVEN PROVIDE NEW EXIT SIGNAGE AS REQUIRED. ANCHORS AT 4'-0" OC 2. PATCH AND REPAIR EXISTING CORRIDOR FINISHES REVISIONS: U J WHERE AFFECTED BY CONSTRUCTION TO MATCH z 3 GYP ® PARTITI®N �t METAL DECK 4 NON- EAR1 G ALL EXISTING. _�� REVISIONS CLOSING DELTA (� o 3. EXISTING CARPET AND RUBBER BASE TO REMAIN AT '� SHEET CLOSING DATE A�13"=I'-O" w A&1 » w � AT FLOOR AND SUSPENDED CEILING 3 �=1 -0 � VACANT SUITE. NEW RUBBER BASE AT NEW WALLS 2 z ONLY AND/OR ENTIRE WALLS/ROOMS AFFECTED BY CONSTRUCTION TO MATCH EXISTING. 4. EXISTING PAINT TO REMAIN AT VACANT SUITE. PAINT NEW WALLS ONLY AND/OR ENTIRE WALLS/ROOMS WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. SOUND ATTENUATION BATT AS OCCURS GYP BD WALL AS OCCURS SHEET TITLE: DETAILS AND SCHEDULES �--- DOUBLE STUD AT JAMB, TYP TIMELY FRAME; MATCH BLDG STD DRAWN BY: LER CHECKED BY: SBH, PDK SHEET: A811111 Job No. 211®955.2 r5 TYP INT TCR D000`19 A&1 HEAD SIMILAR PERMIT SET: 09/12/2014 Q +211095526+ C:\TEMP\ACPUBLISH-4036\26-A8.1.DWO LER 09/11/14 13:15 1:1.00