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PARTIAL FOURS FLOOR PLAN z RE �'ED CEILING PLAN INDEX OF DRAWING �ID AQ - -
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A8.1 MAILS, FINISH PLAN AND SCHEDULES , rJ S $
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® CENERAL NOTES _ - -------- -- ND SCOPE OF WORK
A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE- =? �-=�- EXISTING CONSTRUCTION TO BE DEMOLISHED THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS S OF d��J
B. WALL THICKNESS ARE NOMINAL, UNLEScl NOTED OTHERWISE. FOR AN APPROX7MA raY 1,613 SQUARE FOOT TENANT ON THE FOURTH OF FIVE FLOORS.
C• SUSPENDED ACOUSTICAL TiLE CEILINGS AT 8'-5`f (EXISTING) AFF, UNLESS �---- EXISTING WALL TO UNDERSIDE OF GRID —
NOTED OTHERWISE.
-_ _ _ --�
D. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT � GROUP MACS REE VED
ALL RIGHTS RESERVED
NEW WALL TO UNDERSIDE OF GRID. S11: �/A8.1 THESE DRAWINGS ARE THE PROPERTY OF
SEE' DETAILS 1/A8.1• DESIGN DATA
E. CENTER ALL DOWN LIGHTS, FIRE SPRINKLERS HEADS, SMOKE DETECTORS EXISTING 2 HOUR RATED WALL —_ —--- --- -- GROUP MACKEN71E AND ARE NOT TO BE
(,OVERNING CODE: 2004 OSSC USED OR REPRODUCED IN ANY MANNER,
AND ALL OTHER CEILING PEKE I??ATIONS 1N CENTER OF 2x2 PORTION OF WITHOU'r PRIOR WRITTEN PERMISSION
EXISTING 1 HOUR RATED WALL _
2x4 TILE, UNLESS NOTED OTHERWISE. OC'WANCY: B OCCUPANCY SCGUARE FOOTAGE OCCUPANTS r � —_ 1
F. COURUiNATE ELECTRICAL REOUIREMENTS WITH TENANT, ALL ELECTRICAL EXISTING DEMISING WALL TO STRUCTURE CONSTRUCTION TYPE: TYPE I.-B ASSEMBLY 174 S.F. 5 12 REVISIONS:
DRAWINGS WILL BE BY DEFERRED SUBMII'1'AL. TENANT AREA (APPROX): APPROX. 1,613 S.F. -- _!Z1 —
G, MVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON v OCCUPANCY LOAD: 27 SiF1ESS — i439 S.F. 1 1il0 15 0� aEVIsla+s REvtsto►+ DELTA
EXISTING OUTLET AND TELEPHONE/DATA TOTAL 1 613 S.F. 27 ao SHEET
CLOSING DATE
COMPLETION. CONTRACTOR iS RESPONSiBLE TO PROGRAM THE OVERRIDE HVAC �s NEW OUTLET AND TELEPHONE/BATA
ONE REQUIRED EXIT, ONE EXIT PROVIDED
H. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE DEFERRED --
1. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING D NEW DEDICATED OUTLET Fire sprinkler
STANDARD UNLESS NOTED OTHERWISE. Fire Alarm
9 EXISTING BLANK WITH COVER PLATE Mechanical —
J- OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SiTE VERIFICA17ON Paha is
HAS BEEN PERFORMED AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS am $ EXISTING LIGHT SWITCH Plumbs nl .rte
Truss EnRinesrtnf
UPDATE (OBSERVATION iS UAIITELi TO NSIBLE/ACt�SSIBI.E AREAS). CONTRACTOR TO �I EXISTING F7.00R OUTLE.i x���i� -
DEFERRED SIJi mff TAL
FiE10 VERIFY AND CONFIRM ADDITIONAL REQUIREVE�NTS WITH TENANT. - --_
� EXISTING OUADRAPL1r:X Ol,iTl%T -----.--------- tnn«
K. FURNITURE iS SNOMlrN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT itE.1e1DOR ----_---
OSSC SECTION 106.3.4.2 (by eeporate permit) 0-T-�'
•{- TO CONf7RM BUiLT CONDITIONS FOR :�'ATIAL REQUIREMENTS AND FINAL LAYOIdTx,,.. � EXISTING THERMOSTATrow
L.. LOWER VOC FAINT SYSTE- 'S TO BE UTILIZED, TO INCLUDE PRIME??S AS WELL ALARM NOTE: DESIGN BUILDERS FOR M.E-P. ARE FULLY �� SHEET TiTLE:
AS FINISH PRODUCTS. EXISTING CEILING GRID RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. tyA PARTIAL FOIJ��T}i
M. UGHTiN... SHOWN FOR SCHEMATIC PURPOSES ONLY. MECHANICAL �17IESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC R,MC,�
N. GRID LAYOUT AND RELATED DIMENSIONING AND SEISMIC AS REQUIRED. AESTHETIC ELECTRICAL ONLY: THEY ARF NOT INTENDED TO REPRESENT FINAL/CODE FnerpCe& R-Om PLM
PLACEMENT AND CONFIGURATION OF THE SEISMIC JOINT TO BE COORDINATED WiTH EXISTING 2'x4' LIGHT FIXTURE TO REMAIN PLUMBING COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ArmON11ty REF
ARCHITFCT OF RECMD FOR REVIEW PRIOR TO SUBMITTAL PLAN, KEY PIAN
' THC ARCHi TEC T. �� EXISTING 2'x4' LIGHT FIXTURE TO Et`E RELOCA iED C'1 TY' (1 f T i(;� 12 t) A� �'��
0. THE SUSPENDED CEILING DESIGN SHALL. COMPLY WITH OSSC 1621, CISCA - -
GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT-HUNG SUSPENDED CEL04G �
NEW OR E�ELOCATED 2'x4' LIGHT FIXTURE A�Or+�vrd..]r.,z=.�, r'Lj'1.,YF...... (�
ASSEMBLIES - SEISMIC 3 & 4 AND AS(X - AMERICAN SOCIETY OF CIVIL. ENGG04ZERS - (� Cv:ldlhonaily Ap j"ved..............
.., iL1 EXISTING SUPPLY/PEiURN VENT TO REMAIN Sve Lrettu to: Follow.................. ( 1
ADAIMPROVEMENTS At; bed.
' ASCE 7--42. ..• ........... �
P. ADO SOUND INSULATION M ALL WALLS, EXCLUDING PARTIAL HE WAILS. xE EXISTING EXIT' SIGN -- —_.------ Fennel Number - �pRAWk 9Y: SAA
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VALUATION OF WO)RK �.1� ---�- Address:��� �•�!-,�; -�
(`1 KEY MOTE FOR REFEREENCE 25X VALUATION FOA' UPGRADE _ SZ025 BY: �f}ate: _
..' CHECKED BY: SBH
KEYNOTES REMOVAL OF All BARRIERS AND UPGRADED MISC. -- -- ---�
ADA UPGRADE A
HARDWARE SHEET:
c� •: -----.-•--___.-...___ .—_-- -_._-_ _--._._.---•._-- ----_--___.___._ � DOOR NUMBER SYMBOL.
+4
I. CENTER NEW WALL WITH EXISTING COLUMN
P .
2• CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 4/A8.1 REQUIRED EXIT
3. NEW 3'-0`k WIDE RELITIE TO WATCH TENANT BUILDING STANDARD. SEF DETAIL 3/A8.1 � APPROVAL'
4. Y TEN — - - --------------__— - A21
OFFICE COP
4ABiNfTP AND SINK TO REirl,�[N --
S. REMOVE EIGSTiNG MITE AND PATCH WALL j
6. �PRav;DE OOIA-N►AIER SliF�f'1..Y u1VE FQrH REFRIC:EItArq? -- -
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CLOSURE ANGLE WITH #6 SCREWS DIRECTLY TO WALL FRAMING AT MAX _ _ - CC 3C 4m
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PERIMETER ATTACH STUD TRACK 401A 0x8'-3"NING .* EY.ISTING DOOR L FINISH MAT'L FINISH GROUP �-_ 1 � o Q,
k - `. THROUGH GRID TO - - - _- n o 0
ADDITIONAL. /12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8 OF PERIMETER � 402A 3 -0 x8'-3 t ! FL SC S HMK FF �A8.1 H-1 -
LATERAL BRACING W'ITII APPROVED VERTICAL STRUT AT 12'-0" OC EA WAY \�\ 8►:4CF_ ABOVE - rn N
403A 3'-C10x8'-3"t 1 FL SC -S _HMK FF 31A8.1 H-1 �
COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF r' -OMB SUSPENDEDCLG � � 3" SOUND ATTENUATION 404A 3'•-0'x8'-30t 1 FL SC S HMK _ FF 3
ASSEMBLY BATT LAID HORIZONTALLY 405A 3'-0`x8'-3"t 1 FLA _SC S HMK _FF E
3 Ad1 H-1ABOVE CEILING 4'-0' 406A 3'-0"x8'-3"t 1 FL SC S HMK FFAS.f H- CO
CENTERED ON WALL 407A 3'-0"x8'-3"t 1 FL SCS_ HMK FF8.1 H-1 -- -- ; nWHERE NOTeD. 408A 3'-0"x8'-•3"t t FL/ SC S HMK FFA8.1 H-1 _ -- -- > 16
i / 20 GA 3 112- METAL STUD BRACING Y e CD
/ CUT TILF. FOR TIGHT- / HARDWARE GROUPS: AMEVIATIONS:
FIT AT WALLS TO FLOOR STRUCTURE AT 8'--0" EXIST EXISTING HG HALF GLAZED c c o
H-1: PASSAGE
\ CASING BEAD USG 200-A OC W/ (2) METAL LATCHSET F75 GRADE 1, 40
FF FACTORY FINISH P PAINT a c `�
SCREWS AT EACI' i END. BRACING BUTTS, SEAL. STOPS _ `�
GYP BD EA SIDE FL (RUSH S STAIN m Co o
TO BE PROVIDED WHERE DISTANCE
FL/R F1USH WITH REUTE SC SOLID CORE WOOD c a L
_ SOUND BATT AS OCCURS. / c o 0
BETNiEEN PERPENDICULAR INTERSECTING C a� C
- '-- CROSS- - MAIN RUNNERS SEE PLAN FOR LOCATIONS, WALLS OR HORIZONTAL BRACING G V FULL GLAZING VISION PANEL m W ; Q
14tJNNETtS FIT BETWEEN IF APPLICABLE c _ +D 4 a
4A _ -MAIN RUNNERS AT 4'-0" OC BETtiMEEN WALLS EXCEEDS 8 -0 OC HMK HIX1JW METAL KNOCKGO►►1�J
SUPPORT WITH 2 WIRE AT 4'-0" OC OR 03 10
METAL STUDS C a
6'-0 MAX DOOR SCHEL)LILE COMMENTS: DDDR SCHEDULE NOTES: c U a a 5 a
------- - A WAY _ `� METAL STUDS p� FJ! a c a
- WITH /10 WIRE AT 5 -0 OCE GYP BD CA SIDEvi
c CONT ACOUSTIC SEALANT 1. EXISTING DOOR AT EXISTING A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, a o" 1 J a e
LATERALLY BRAC_ MAIN RUNNER TO CUT TAPER OFF GYP _
STRUCTURE AT 12'-0" OC EA WAY. BD AT WALLS WHICH to SIDE AGAINST TRACK RATED CORRIDOR AND/OR REPLACED TO BE 1N COMPLIANCE WITH ADA _
NOTE;" BEGIN BRACING WITHIN 5'-O" OF RECEIVE FLAT BASE ✓� NO SEALANT AT SIM COND B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR -�
ALL GRIP MEMBERS AND �i�
CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER 112- MAX WITH MORTISE LOCKSET
C. ALL SECONDARY DOORS TO HAVE DEAABOL.T5 REMOVED,
APPROVED TYPE AND HAVE A 180#' SECURE ALL HANGERS TO BLDG '-------
BOTTOM TRACK TO FINISH INSTALL COVERPLATES UR CHANGED S A AVAILABLE
CAPACITY. ALL LATERAL BRACING STRUCTURE. TRAPEZE DUCT WORK CONCRETE SLAB- FLOOR W/ POWDER DRIVEN Y D. ALL. DOORS, FRAMES AND HARDWARE TO MATCH 0111ceI've
WIRES TO HAVE A 200/ CAPACITY. AND OTHER LARGE OBSTRUCTIONS ANCHOPS AT 4 -0 OC N TENANT BUILDING STANDARDS. � Equity
SUSPENDED CEILING SRA�ING or2` NON-BEA *n WALL <<3 R O O M FINISH SCHEDULE
1 N 2 SEISMIC SEPARAII JOINTS IN CEILIN ATER NTS �� AT FLOOR AND S!JSPENDED CEILING 3"�1'_0" W
THAN 2.500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. i OOM FLOOR ! BASE N. WALL E. WALL S. WALL W WALL CEILING CEILING
ROOM ,NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L I HT FINISH
."WISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS
Project
-WALL AS OCCURS 401 R TON COT-1 RB _ P-2 P-2 P-1 P-1,2 EXIST EXIST--'-
R8
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402 BREAK EX1S VCT RB P-1 P-1 P-1 P-1 EXIST EXIST_ LAND6 AW
--- - - I
-GYP BD PARTITION SEE PLAN 403 OAC - CPT-1 RB P-1 P-1 -0--1 N-1 EXIST EXIST - � 48J
;R �+ 404 OFFICE CPT-1 RB _ P-1 P-1 GB� P-1 EXIST EXIST
DBL STUD AT JAMB rYP SOUND ATTENUATION BATT - --
___._ �� AS OCCURS 405 _ CP't-1 RB GGTP-1 G_B -1 G8 -1 P-1 EXIST EXIST -_
406 OFFICE - t;'P7-1 RB GB/P-1 G8 -1 G8/I°-1 P-1 EY,IST EXIST -- _ 1l�,Al
LINE OF SILL AS OCCURS 407 OFF - CPT-1 RB GB -1 GB -1 G6 �!1 _P-1 -XIST X��T ---- - iQ W SW FV.
408 OFFICE CFT-1 RB GB -1 GB/P-1 GB -1 P-1 --EMT- T __. _ _ , O�ON
409 �F'F7GE CPT-1 RB G9 -1 P-1 P-1 P-1T- _EXIST TIMELY HOLLOW 4TL KNOCKDOWi'( ---FRAME, MATCH BLDG STD 410 - CPT•-f RB GB -1 P-2 G8 -1
ALUMINUM TRIM PIECE "C�" ABBREVIATIONS:
TIONS: _
W/ 1N RETURNS, FINISH FINISH SCHEDULE NOTES:
TO MATCH WINDOW FRAMES A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET � 8413
(ANODIZED BUILDING TO 13E COORMNAT7;D WITH OWNER. EXIST EXISTING
k STANDARD)
ki
B. PATCH AND
B REPAIR NEW WORK. PAIING WALLS NT NEW AND EXRISTING p PAINT GYPSUM BOARD
BBER BASE
WALLS. NB RUN YL COMPOSITION TILE
NEOPRENE SEAL C. PROVIDE NEW PAINT, RUBBER BASF., AND CARPET VCT VI
, { E
- ---- THROUGHOUT. O f O�
404 403 D. STRIP AND RE-SEAL EXISTING VCT.
a. —
�� STOREFRONT ''' AZING C) GROUP MACKENZIE 2006
SYSTEM j ALL RIGHTS RESERVED
L SYST><AA
THESE DRAWINGS ARE. THE PROPERTY OF
_ ------ TEMPERE I FULL HEIGHT - -- -- GROUP MACKFJ4ZIE AND ARE NOT TO HE
REUTL AS OCCURS WWITHr1 JS D ORrREPRODUCEDIWRITTEN NYM AN E
MFR'S STANDARD 4
GLAZING STOP CPT- /VCT- 1
SCHEDULE C INTERIOR FINISHES
-- � REVISIONS:
1,
H- QRUK
� RE�1SIp11S REVISION DELTA
J402 CPT-1: SHAW, TERRA B1 f5AO37, SEQUOIA /37761 >� TMts CLOSING DATE
a RE JAMB _ _ _ � r4N'�'*NWALLATEXTEFIMAR
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PL-1: TBD
PL-2: TBD
RE� P-1: ICI #479 DAPPER TAN
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P-2: ICI /412 BRIAR PATCH
RB-1: FIEXCO #071 BLACK/IBROWN SHEET TITLE:
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pESyS CHECKED BY: SBH
SHEET:
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