Plans BU P2017 - 00226
OFFICE COPY
us TAX SERVICES
SW Locust Street -, ---- _ RECEIVED rs�i'
-f 6O (' . ��P 1 _ ,I 3,1 ;1111 I '' OWNER AUG
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l .�,O��.+OARS Architecture Interiors
( c E :, v.oaura= ! TENANT IMPROVEMENT
SHORENSTEIN REALTY SERVICES
LI x ' p. - its® r7/4"..:$ ,STRUCTURED PARKING _ BUILDING DIVISION Planning Engineering
4V �,_---- U =PARK RFOAB ANC�?SHORENS�EIN COM/
NAGER - CONSTRUCTION
1�- fi:; c` / 5335 MEADOWS ROAD, SUITE 275
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\ ,� ���. .'� I,+t �� t� 1 LINCOLI\I
LAKE OSWEGO, OREGON 97035
0I,- n1 . v tiP o PHONE (503)412-4844
��:o-w o L - w �\ I , I t r,. Portland,OR
;.� - Y`•_., .rt . • .; `r`` 1':i / �, r, `" 503,224,9560
_ � 10300 SW GREENBURG RD. GENERAL CONTRACTOR
r, Ism o'� - r._ - ( =`j _ �.�<-'c � Vancouver,WA
. . r�;,. LOBSTER ��"� t - ,r,� RUSSELL CONSTRUCTION
360.695.7879
.. s t-µ� r �; TIGARD, OREGON12067499993
�! r --.,_ ,i �� °�� �•�� � �°--� � ' ' DSTURDIVANTC*DRUSSELLCONSTRUCTION.COM
t• , ,,,: , ,V �' ;;�, :�21 , ,_ 20915 SW 105TH AVENUE
' . `.= , `•'�l'la4 '• r,` `� ' O ' 1 [ t 1 TUALATIN OREGON 97062
r. `.,:� : ,� a. �= www.mcknze.com
E,'_. . r� ��� rt,,�' �,� � �� `,`. �" •�;�;<� ;� --�-� � � PHONE 503 692-9002
INDEX OF DRAWINGS } MACKENZIE.
It 5 /Oil r,.l'I 1°I I I'+ '1 C I Imo•. ' DESIGN DRIVEN I CLIENT FOCUSED
G0.01 TITLE SHEET, SITE PLAN, KEY PLAN, CODE SUMMARY, LEGEND, AND NOTES
+ likTl' =,' \•p ''zs ff rP Client
A i ,el, .lam �c III F1 ;,1 > ,-.� 91.10 DEMOLITION PLAN, PARTIAL THIRD FLOOR PLAN, RCP, SCHEDULES, DETAILS, AND
`_ PLAZA u" ' t, D : ' r I ! , NOTES LEGEND
- M. ,'til l-1 I F.._}
,,�-, ��` _ri: STRUCTURED PAR41 },$TRUCi JI P PARKING
\.•� ~"4"`z— (ill,l�,lit1I1ii'.,i11 /' ;i1 1111''
SCOPE OF VVtDRK :::4, EXISTING CONSTRUCTION TO BE DEMOLISHED
SHORE S T E I N
�__ - _ w
_ SWOakstree - THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS I r EXISTING WALL TO REMAIN
( FOR AN APPROXIMATELY 883 SQUARE FOOT TENANT ON THE THIRD OF FIVE FLOORS.
:r 5'50* 1002 200' WORK TO INCLUDE MINOR DEMOLITION, NEW WALLS, DOORS AND RELITES. imoonaim NEW WALL TO UNDERSIDE OF GRID, SEE 11/A1.10
AREA OF WORK TENANT APPROVAL' '' EXISTING 1 HOUR RATED WALL TO REMAIN
,
I EXISTING DEMISING WALL TO REMAIN Project
EXISTING QUADRUPLEX OUTLET US TAX SERVICES
1 SITE PLAN DES1GN/CODE DATA suITE 385
EXISTING DUPLEX OUTLET TENANT IMPROVEMENT
GO. NTS
GOVERNING CODE: 2014 OSSC Ng) NEW DEDICATED OUTLET
OCCUPANCY: B 911 NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION 1 LINCOLN
CONSTRUCTION TYPE: TYPE I-B
TENANT AREA (APPROX): APPROX. 883 S.F. - EXISTING COVERPLATE LOCATION TO RECEIVE NEW VOICE/DATA ROUGH IN LOCATION 10300 SW GREENBURG RD.
OCCUPANCY LOAD: 9 TIGARD, OREGON
EXISTING COVERPLATE
• �"` >R ■ • .- • E � U • 1 1 REQUIRED EXIT, 1 EXIT PROVIDED
t ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE x EXISTING LIGHT SWITCH ��� Cy
1\--- BUILDING IS NOT SPRINKLED AND HAS NEPA SMOKE DETECTION
Al " �iliiIi [..) ____L�4 ■ WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER NEW LIGHT SWITCH WITH OCCUPANCY SENSOR �� • D. SU el
=I�` ,iii, „,, EXISTING THERMOSTAT /
y
DEFERRED SUBMITTAL
O KEY NOTE FOR REFERENCE •. f/
FORTL� ED/ %.--
mumIli �� •
Q �"" , 2014 OSSC SECTION 107.3.4.2 (by separate permit) ALIGN FACE OF FINISH WITH FACE OF FINISH ,�
(----)
1611 , . FIRE ALARM OF 0
- ti;,; . MECHANICAL CO2� DOOR NUMBER SYMBOL
v IR 1 .A 1 ELECTRICAL �/
� �Y I �' EXIT REQUIRED EXIT I I
i : •., EXIT ILLUMINATION
MACKENZIE 2017
ALL RIGHTS RESERVED
� �` �' ' � ••i EXfSTING CEILING GRID
THESE DRAWINGS ARE THE PROPERTY
z '�y ;M � - V NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN VI
#� ki o o • • •II RAY! ., OF MACKENZIE AND ARE NOT 70 BE
= I OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS USED OR REPRODUCED IN ANY MANNER,
. r% h �R= L'-
WITHOUT PRIOR WRITTEN PERMISSION
41, .$ _ _ ■ ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT __ EXISTING 2'x4' LIGHT FIXTURE TO REMAIN
I DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW
NEW OR RELOCATED 2'x4' LIGHT FIXTURE REVISIONS:
PRIOR TO SUBMITTAL I z
AREA OF WORK „_ '� � - �^ �a REVISIONS REVISION DELTA
' EXISTING SUPPLY/RETURN VENT TO REMAIN > THIS CLOSING DATE
/� Ern SHEET
— VALUATION LUATION r`' EXISTING FIRE STROBE
LONGEST COMMON /� _s
PATH OF EGRESS I I
TRAVEL = 54'-5" '— VALUATION OF WORK = $17,000 /O/ PROPOSED EGRESS LIGHTING PATH, 1 FOOT CANDLE TO BE
. — CONFIRMED THROUGH DEFERRED SUBMITTAL I
r
-
■ fir— t
• . .
GENERAL NOTES I7
1
A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE
_� �� PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. I
�° °� (.1\......7 r B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND
■-: J TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. I I
°" ; SHEET TITLE:
IL i f� C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF
T1.7--illi CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION TITLE SHEET,
1)Q1xiI)> WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO SITE PLAN, KEY
ADDITIONAL COST TO THE OWNER.
1 ■ '` If\ M mmT—! ■ ^ El D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION PLAN, CODE
DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO
SUMMARY' LEGEND,
`i t---.t---...° THE ATTENTION OF MACKENZIE.
E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED AND NOTES
PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN
fil ��filill
THE CASE OF A B F. DETAIL REFERENCES NSHALL BE APPLIED FLICT, THE TTOOALL ST OINSTOANCES N UWHERE LD BE THECSDAME CONDITIONS OCCUR, UNLESS OFFICE COPY
NOTED OTHERWISE. CITY OF TIGARD r
� G. THE TERMS "ABOVE FINISH FLOOR" (AFF) AND "FINISH FLOOR ELEVATION" (FFE) REFER TO FINAL FINISHED
j • L ■ • ■ ■ a i ■ r ■ FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. D FOR CODE COMPLIANCE DRAWN BY: CAK, KGB
H. DO NOT SCALE DRAWINGS. APPro°� , ) CACISO G‘3 -\c -• CHECKED BY: SBH, PDK
I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE OTC: :: r j ,
STRUCTURAL ENGINEER OF RECORD. • SHEET:
*( II 2 KEY PLAN J. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL I'ctm�t#: t/'' d 7-�Or� G.
SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF TIGARD REQUIREMENTS FOR RECYCLING/RE-USE OF Address: 19300 G. rer,rthu r5 12n
DEMOLITION DEBRIS. .J
GO. THIRD FLOOR NTS K. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL Suite#: 3 • GO
COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION By: tr Date. :a-h- s7 ■01
TRUE PLAN AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT
NORTH NORTH THE SPACE IS READY FOR OCCUPANCY BY TENANT.
L. ALL DESIGN-BUILD ITEMS, SYSTEMS AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY JOB NO.
MACKENZIE. 215095543
M. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED i ,
UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER. PERMIT SET: 08-09-2017
215095543\4_DRAWINGS\ARCHITECTURAL\43_G0.01.DWG KGB 08/07/17 14:00 1:96.00
GENERAL NOTES= _ -_
A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. _ _
8'-5"f B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. __-
/ / - -., ,r .- -,,, .,, C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE.
AFF, UNLESS_ CEILINGS $ 5 (EXISTING) NOTED OTHERWISE.
' + >+ ►t(),''� (XIS ,i �—
D SUSPENDED ACOUSTICAL TILE AT "-- "f
,, . .. i P'` 4 r z:--- E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS 7/A1.10.
.4
,� . F. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. ,
' > _ ` 3 G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING Architecture Interiors
STORAGE o alT REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. ,�
1306 , Planning Engineering
RECEPTION F ' . S H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE
HALL. 1 301 [. OVERRIDE HVAC BUTTON.
: ' ,E, .,le_ 305 m I. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE.
1'-9" 3'-0 +I► Q, = � �, �� J. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING STANDARD UNLESS NOTED OTHERWISE.
2'-4"± • / 0 f/ � K. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS BEEN PERFORMED (ON 05/04/2017, WHILE VACANT)
CLR. (- ..`n
'
117 •/ / / AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS).
�� 4 Portland,OR
�- _ �,_, = -ti =- _ - ' -�--� CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT.
r; t 543.224.9560
-i- — / L NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH PRODUCTS.
Vancouver,WA
304A J 00 i 302A 0 a , M. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND 360.695.7879
' 4/ = / CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK.
OFFICE OFFICE OFFICE = . 'f ' I N. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. Seattle,WA
304 303 302 ; O. ADD SOUND INSULATION IN ALL NEW WALLS. 206.749.9993
- / I P. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL www mcknze.com
=' =4'- 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
CI E3 A 1 1t _ -�`--I- MACKENZIE.
► 1 FIXTURE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. CONFIRM NEW LIGHT FIXTURE PLACEMENT DOES NOT INTERFERE WITH NEW
WALL CONSTRUCTION AND SAT MAIN GRID LINES, RELOCATE IF REQUIRED. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY LOCAL I DESIGN DRIVEN I CLIENT FOCUSED
JURISDICTION THROUGH DEFERRED SUBMITTAL Client
1 DEMOLITION PLAN 2 PARTIAL THIRD FLOOR PLAN 3 REFLECTED CEILING PLAN
KEYNOTES
A1.10 1/8"=1'—O" A1.10 1/8"=1'—O" A1.10 1/8"=1'-0"
1. ALIGN NEW WALL WITH EXISTING WALL 4
2. NEW 2'-0"± WIDE TEMPERED RELITE TO MATCH BUILDING SUITE STANDARD, SEE DETAIL 8/A1.10. SHORENSTEIN
3. PATCH AND REPAIR CEILING GRID AND TILE AS REQUIRED WHERE AFFECTED BY NEW CONSTRUCTION.
4. RELOCATE EXISTING CEILING COMPONENTS AS REQUIRED.
FLOOR OR ROOF STRUCTURE
DOOR SCHEDULE POP RIVET RUNNER TO WALL ANGLE AT 2 WITH . BERC 2 8" MAX. irs0.40 SOUND ATTENUATION BATT ,
ADJACENT WALLS, FASTEN CLOSURE ANGLE #6 CLIP % OCCURS
Project
DOOR DOOR DOOR DOOR FRAME DETAILS HDWR RATING COMMENTS SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT /. I
OPENING SIZE THK TYPE MAT'L FINISH MAT'L. FINISH GROUP , STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER '''i STABILIZER BAR Irbil GYP BD WALL AS OCCURS US TAX SERVICES
EXIST 3'-0"x8'-3" EXISTING DOOR -- ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ' 0 �'"'�'giii _ iel SUITE 385
" 1.10 - -- --
302A 3'-0"x81-3" 1%4 FL SC S HMK FF 8/A H 1 WITHIN 8" OF PERIMETER �', ` a Iritlil TENANT IMPROVEMENT
304A 3'-0"x8'-3" 194" FL SC S HMK FF 10/A1.10 H-1 -- —LATERAL BRACING WITH APPROVED VERTICAL ` e v HARDWARE GROUPS: ABBREVIATIONS: - - COMPRESSION STRUT AT 12'-0" OC EA WAY2„ /� % hi
H-1: PASSAGE EXIST EXISTING COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB p DOUBLE STUD AT JAMB, TYP 1 LINCOLN
004 II
LATCHSET F75 GRADE 1, FF FACTORY FINISH ' +q 10300 SW BURG RD.
"ATTACHED TIGARD, OREGON
.
BUTTS, SEAL, STOPS FL FLUSH j 7 v v v., " . .0%
HMK HOLLOW METAL KNOCKDOWN
-- WALLi I I
S STAIN 00 �' • _
. SC SOLID CORE WOOD � �` C��AT WALL NTS
Li
DOOR FRAME TO �
0 NOTE: FOR UNATTACHED WALLS PROVIDE A o o MATCH SUITE STANDARD 414
DOOR SCHEDULE NOTES: 0 1a�=x a= } 3/4" oc
L S RES TO BE CHECKED, ADJUSTED, GAP BETWEEN EDGE OF ANGLE AND CLIP H Q I- �'
A. ALL DOORS/COUlip0' I'
-- DO NOT SCREW BERC 2 CLIP TO TRACK m zr 1 -+ 1 .f
AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. i
B. ALL SECONDARY DOORS TO HAVE DEADBOLTS REMOVED, " �
'�--�, TABLE MAX. LENGTH 0 . Ito
INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. %- CROSS RUNNERS FIT BETWEEN MAIN RUNNERS " , " ¢ 1 POR D �' GO ,�
C. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT $ MAIN RUNNERS AT 4'-0" OC SUPPORT WITH #12 1/2 DIA CONDUIT (EMT) 5 -10 ����'� I
BUILDING STANDARDS. / / , " WIRE AT 4'-O" OC OR WITH #10 WIRE AT 5iAX '-0" OC EA WAY 3/4" DIA CONDUIT (EMT) 7�-C, NW
��'
D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE 6'-0" MAX LATERALLY BRACE MAIN RUNNER TO STRUCTURE AT 12'-0" OC 1 DIA CONDUIT (EMT) 9 -9 OF 0
MEASUREMENTS BASED ON FIELD OBSERVATION. / " SGL 162S125-33 MTL STUD 12'-0"
E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING �� EA WAY. BEGIN BRACING WITHIN 6-0 OF PERIMETER AND
INVENTORY OR RELOCATED WITHIN SUITE WHERE 2" FROM CROSS MEMBER IN AREAS GREATER THAN 1,000 SF (1-5j8"x20GA) �1
POSSIBLE. NOTE: BACK TO BACK 1625125-33 15'-0" �h MACKENZIE 2017
AlL GRID MEMBERS AND CONNECTION DEVICES TO BE OF AN SECURE ALL HANGERS TO BLDG " _..l� ALL RIGHTS RESERVED
MTL STUDS (1-5j8 x2oGA} SIDE LIGHT AS OCCURS THESE DRAWINGS ARE THE PROPERTY
ROOM FINISH SCHEDULE STRUCTURE. TRAPEZE DUCT WORK SGL 2505125-33 MTL STUD 13'-6" I
�� WITH 1/4" TEMPERED GLASS
APPROVED TYPE AND HAVE A 180# CAPACITY. A(1 LATERAL BRACING of MACKENZIE AND ARE NOT TO BE
AND OTHER LARGE OBSTRUCTIONS " / cc USED OR REPRODUCED IN ANY MANNER,
WIRES TO HAVE A 200# CAPACITY. (2-1/2 x20GA) „ I•+- WITHOUT PRIOR WRITTEN PERMISSION
FLOOR BASE N. WALL E. WALL S. WALL W WALL CEILING SUSPENDED CEILING BRACING TO COMPLY WITH ASCE7, ASTMC635, BACK TO BACK 250S125-33 15 -0 I w , 1
ROOM , CEILING MTL STUDS 2-1 2"x2OGA i �--
NO ROOM NAME MAT L MAT'L MAT L MAT'L MAT'L MAT L HT. FINISH ASTMC636 AND ASTME580 (2-1/2"x2OGA)) a REVISIONS:
FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS o
301 RECEPTION CPT RB P P GB/P GB/P EXIST EXIST 7 SUSPENDED CEILING BRACING �; s TYP INTERIOR DOOR , >-1 REVISIONS REVISION DELTA
>-1 THIS CLOSING DATE
302 OFFICE CPT RB GB/P P P P EXIST EXIST A110. NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS A110 HEAD SIMILAR 3"=1'-O" o ; SHEET
303 OFFICE CPT RB GB/P P P P EXIST EXIST THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v o •
304 OFFICE CPT RB GB/P P P P EXIST EXIST * 1 LINCOLN STUD SIZE: 234”
305 HALL CPT RB GB/P -- GB/P P EXIST EXIST
+ r
306 STORAGE CPT RB P GB/P GB/P P EXIST EXIST �^�► p
FINISH SCHEDULE NOTES: ABBREVIATIONS: ATTACH STUD TRACK LIMITING WALL HEIGHT TABLE
A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET \ / THROUGH GRID TO INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 @ 5psf
/ BRACE ABOVE
TO BE COORDINATED WITH TENANT. EXIST EXISTING '
B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD SOUND ATTENUATION BATT \ \ DESIGNATION SPACING MAX. WALL HEKIT
AFFECTED BY NEW WORK. PAINT NEW AND EXISTING : . i SUSPENDED CLG 24" "
WALLS THROUGHOUT. ASSUME 20% OF WALLS TO P PAINT AS OCCURS ASSEMBLY 250S125-18 8-4
RB RUBBER BASE \ , 1 I
RECEIVE ACCENT PAINT, CONFIRM FINAL LOCATION(S) ° GYP BD WALL AS OCCURS 1111110111111Ilt 2505125-18 16" 9'-7" SHEET TITLE:
WITH TENANT. '. A_ISIIE 2505125-27 24" 9'-10" DEMOLITION PLAN,
C. REMOVE EXISTING FLOORING AND BASE THROUGHOUT.ONTRACTOR TO INSPECT FLOOR CONDITIONS PRIOR rillMEIMIM
d. '`k 2505125-18 16" 11'-3" PARTIAL THIRD
TO LEVELING CONCRETE, NOTIFY ARCHITECT/ENGINEER i CUT TILE FOR TIGHT tr=
METAL STUD BRACING TO FLOOR " " FLOOR PLANAND OWNER OF ALL RECOMMENDED IMPROVEMENTS. -" �" FIT AT WALLS STRUCTURE AT 8 -0 OC W/ (2) #8 3625125-18 24 13--5 '
SKIM FLOOR AS REQUIRED TO PREP FOR NEW FLOOR DOUBLE STUD AT JAMB, TYP i SHEET METAL SCREWS AT EACH END. 3625125-18 16" 14'-4" RCP, SCHEDULES,
CASING BEADCOVERINGS. PROVIDE NEW BUILDING STANDARD ati\UZIg PERSPANTABLE. DETAILS, AND
BROADLOOM CARPET AND RUBBER BASE THROUGHOUT. USG 200-A BE PROVIDED WHERE
362S162-33 16" 16'-5" NOTES
SOUND ATTENUATION DISTANCE BETWEEN PERPENDICULAR
362S162-43 16" 18'-0"
DOOR FRAME TO MATCH ' I INTERSECTING WALLS OR HORIZONTAL.
_ M _ SUITE STANDARD AT ALL NEW WALLS, TYP. 1 01111111. BRACING BETWEEN WALLS EXCEEDS 600S162-33 16" 24'-6"
I� 8'-0" OC DRAWN BY: KGB, CAK f
MDI INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS
IND . WITH CERAMIC TILE FACING L/360 0 5psf
GYP BD EA SIDE METAL STUDS SEE WALL HEIGHT Cn1)Ir CHECKED BY: SBH, PDK
TABLE FOR GAUGE AND SPACING DESIGNATION SPACING MAX. WALL HEIGHT
�'' `.. CONT ACOUSTIC SEALANT EASHEET:
SIDE AGAINST TRACK NO 3625125-18 16" 12'-4"
" • SEALANT AT SIM CONE) 3625125-33 16" 14'-3"
1/2" MAXw cs
w A110
BOTTOM TRACK TO FINISH WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH z
CONCRETE SLAB FLOOR W/ POWDER DRIVEN 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. ."a I 1
ANCHORS AT 4'-0" OC < JOB NO.
10 TYP INTERIOR DOOR C) NON—BEARING WALL z 12 WALL HEIGHT TABLE 2150955A3. A110 HEAD SIMILAR 3"=1'-O" AT FLOOR AND SUSPENDED CEILING 3"=1'-O" Q .110 PERMIT SET: 08-09-2017
t� 215095543\4,_DRAWINGS\ARCHITECTURAL\43_A1.10.DWG KGB 08/09/17 08:58 1:96.00