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f i�7�iI DEMOLISHED SUPPLY/I?ETURN WENT #4134#4134
EXISTING SUPPLY/PETURN VENT TO REMAIN
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�.t 1,i5"=16-0" , O,n, EXISTING SMOKE DETECTOR `
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of qx%
�y °�S GENERAL NOTES EXISTING SPRINKLFR HEAD �
����/'�• �� ������� �____-._�• —�.---_.—__,rte
2007
A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. l� � � c ALT. MHTS RETE VED
A,'1 PARTIAL FIFTH FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN KEYNOTES __ WIN RIGHTS RESERVED
B. WALL THI(XNE'SS ARE NOMINAL., UNLESS NOTED OTHERWISE. KEYNOTES � THESE DRAWINGS ARE THE PRtOT TO E
AND NOTES fi AT 8'-a°f (EXISTING) AFF', t,1PlLF..S �—.--------_
C. SUSPENDED ACOUSTICAL Tile CE_1ii.G_ S _---�- ( [IUP MAC•KENZiE AND ARE NOT TO 8
A9.1 DETAILS AND SC-HEOULF NOTED OTH€1tWISE. USED lit RPRIO WRIT !N ANY MANNER,
1. ALI(�V NEW WAIL WITH LEGE OF EXISTING COLUMN MIITNUJT PRIOR WRITTEN FERM!SSIOrI
�� WORK _— _M 0. FOR SEISMIC BRACING OF :SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT 2. NEW :3--f3X13'-0"� i 3/4" THICK, SOLID GORE, FLUS#1 ITCH HOLLOW FETAL KNOCKDOWN
SCOPE SEE DETAILS 1/ACA.
FRAME WI77`I FACTORY' FINISH, PASSAGE HARDWARE: LATCHSET 175 GR+1DE (, BUTTS, SEAL,STOPS. \ REVISIONS:
THE SCOPE OF WORK FOR THE: PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS E. CENTER ALL DOWN LIGHTS, FIRE SPRINKLERS HEADS. SMOKE DE I ECTORS DOM AND HARDWARE TO MA ICH BUILDING STANDARD, SEE DETAIL �'/A131
FOR
AN APPROXIMATELY 1,942 SQUARE FOOT TENANT' ON THE FIFTH OF SIX FLOORS. AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION Or 3. EXISTING WALL TO UNDERSIDE OF GRIT?. EXTEND NEW WAi•.i. ABOVE TO rA� REvsTa+� REVISION DELTA
WORK LiMITED TO MINOR DEMOLITION AND NEW DEMISING WALL. 2x4 TILE., UNLESS NOTED OTHERWISE. STRUCTURE. SEE IDE TAIL 31'AS.1 b•� s � TMS ci_dSINC SAT
�+o S�Ff.ET
F.����f- COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL I"LEC'ii�IG'AL 7y"NA�„ �1PI�� -
O DRAWINGS WILL ESE BY DF�}�RRED SUBMITTAL. LONG4EST COMMON PATH -----� ��
G. HVAC CONTRACTOR TO PROVIDE F11I.L SHEET OF 714E FLOOR AFFECTED UPON OF EGRESS TRAVEL � 72'-0'
COMPLETION. CONTRACTOR IS RESPONSIBLE To PROGRAM THE OVERRIDE HVAC ���
DESIGN/CODE _ H. ALL INTERIOR WALLS TO GO TO UNDERSIDE SOF GRID UNLESS NOTED OTHERWISE.
---_.-----.__.__.___.--___ ____.._.__ ._-___-_ __.. 1, ALL INTERIOR DOORS TO GE SOLiD CURIE I`I_,USH WOW DOORS TO MATCH BUILDING
GOVERNING CCOF: 2007 OS SC STANDARD UNLESS NOTED OTHERWISE.
J. OUTLETS
B INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERJVERIFICATIONVERIFICATIONVERIFICATION DEFERRED
OCCUPANCY. _
oAIN% ..
CONSTRUCTION TYPE: TYPE 1--8 HAS BEEN PERFORMED AND PLAN, ELECTRICAL AND CEIPING INFORMATION HAS BEEN nTENANT AREA (APNRhX): APPROX. 1,942 SF, ` qhs�11ir�6
TENANT
UPDATE (OBSERVATION IS: LIMI TEO TO WSIBLE/ACCESSIBLE AREAS). CONTRAC POR TO makwod �y�' SHEET TiTLE:
OCCUPANCY LOAD: 19 FIELD VERIFY AND CONFIPM ADUITIONAL REQUIRrMENTS '*774 TENANT. pAMrLAL FVrM F LOM
1 REQUIRED EXiT, 1 EXiT PROVIDED K. LOWER VC1C PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WF_'i L m� � KEYALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE AS FINM PRODUCTS. ��r G r"� l�eplC�+w►h+� ---- W �
BUILDING: iS FULLY SPRINKLED AND HAS NFPA SUOKE DETECTION THROUGHOUT L LIGH iN SN�f1WN FOR SCHEM�tT•IC �'URP0,5fS ONLY. � ad .� PLAN AM NU.M
WITH ON `--ITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER M. GRID LAYOUT- AND RELATED DIMENSIONING AND SEISMIC AS REQUIRED. AESTHETICx'
F'LAf t�EN7' AND C:�N��."iJRATION OF THE SF;° IC K)INT TO EEE C'OORDINATUD WITH �r- -SUITE 501 1.94.2 SF
THE ARCHITECT.
DE "D UB 3 1 1 AL N. THE SU-V90ED CEIiJNG DESIGN SHALL COMPLY WITH OSSC 1021, CiSCA -
_.-----_.�._.__.� _____._ ..... .._..______�_ ._._. _ _ DIIJI.1iNES� S�'�INIiG l�E5TFZ�lIF4T FOR DiRfCT�-HUNG SUSPENDED CEILING -
OSSC SECTION 106.3.4.2 (ay separate permit) ,� � •--'-_ _! ---
r IiI� 5 FOR M.E.P. .AND FR. ARE FULLY A.SSEMBIJES -- SEISMIC 3 & 4 ANO ASM -- AMERICAN SMIETY (w CIVIL Fi+iGV4FI_RS
FIRE SPRINKLER NOTE': DESIGN B _DER p-�-�- «�
� T' ENjS, . ASCE 7--02. • CM QF �,....,�►�1.'��C`✓� DRAWN BY: �C
ALARM RESPs>�NS18LE FOR T?i,. DESIGN OF Y NESE S-teSTEMtS/COMMON 4
MECHANICA1 THESE: SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS Aim' SGEMATIC O. ONLY EVA I.UATE1)/APPROVED SHOT-IPI AV 1i(?RS ALLOW D FOR UsE 1M SEiSh9IC _
w,, OVERHEAa INSTALLATION. COi�TRAL'30R TO SCHEDULE SPEC)AL INSPECTIONS C� ''' ,...,...°•�•-- � CHECKED ®Y: _ 58H, JRH
dT A GOQf_ tMe�Il�irtaos PanE'l ►.�,..„.�,.».,.. 1 k
FL•ECIRICAt, ONLY: THEY ARE NOT iNT0DED 7D REPR.E F'iId L/
-, TO
REQUIRED BY CODE iF USING SHO T-IN ANCH01S. �
P'�UWBiNG COMPLIANT DESIGN. PROVIDE' DESIGN DOCUMENT .a, BMITTAL ,� SNS'ET: �1 r
,ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL P• ALI. DIMENSIONS SHOWN AS PLUS/MINUS./MINU.a (.t) ARE FOR +f, HE'RAL LAYOUT AND !�e!nrlt
REFERFNk* . ONLY.
Q. EXISTING CEILING GRITS AND TILE TO BE RIEPAiRF:I) OR R�P'�_a(�: ?a L1+�E Nf,*W CONDITION
ADA
E R, ADD INSULATION fN AL1. WAL I ti, EXCLUDING PARTiAL HEIGHT T WALLS.% IMPROVEMWS
/AI_UATi OF NADRIt-�_ _
25X VALUATION FOR UPGRADE' _ $975 r _ 2=0952.05
ADA ~ADE REMOVAL OF All. SAWILRS, Li 4 MISC. 3 � -��
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FLOOR OR ROOF STRUCTURE --
P'OP RIVET RUNNER TO 7/80 WALL ANGLE A T 2I b y
SERC 2 - e- Max. "" •��^ :'��f(� AA � �;
ADJ'A(XNT WALLS, FASTEN CLOSURE ANGLE WITH /6 CLIP ! ��'' f�
SCREWS DinECTLY 1'0 WALL FRA#A'!NG ON PROVIDE STRUT � ' �� �'''� '�# o �
STABILIZER BAR Sf.TWEEN ALL MEMBERS AT PE:RIMF.TEId , / -..-., _.__.a..-....�..__ .:"x��°a�' ���' _,__. r.,.�....... � � �
-A.DDiT10l�AL /12 WIRE SUPPORT AT ALL MEMBERS v ---_- METAL DECK AS OCCURs ------•---------- n p a `" a
WITHIN 6" OF PERIMETER ° � IL � � ` �
LATERAL BRACING WITH APPROVED VERTICAL �•��� -- � WAIL MUST +A►ITH5TAl�tO n
\., ` DEFLECTION SPAG1 5 PSF OV FORCE AT " E:XIST'1MEi, 'STRUI".TUAt" ld
COMPkE:SSION SN, UT AT 12'--•0" OC EA WAY �� � � •. ---- _.-- ---- ---
�. � I � I -(Dr NOT FASTEN STUDS <C F. ..3
` yCOUNTERSL.OPE HANGERS 1F MORE THAN 1:Q OUT OF PLUMB � �,`• E � v i OR GYP idD TO RUNNER) ALL. POINTS y
a �
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.,� -}r - -- _ WALL' \`, +. �1" COIN. I a, `•.� Sf ALANT. EAS SIDE OF TRACK
- / / `� •a --CUNT tib GA 44ETAL i 0 CHART �� � � :," -'Y: � � o
I \ �'l ._..__
FAsr1E� TO DELK AT °_�;- �-- . � E Icar� TIrZAC�C v o
OC STAGGERED ANGLES' XHU I TO EXI:ST'';f41r; STRUCTURE � ra� �
A ..._._._ ." .tr. -=". 3"1 2" 20 GA, T ��i`-6" i 2" UL:F'.a�Cl ION SPACE � = u > �
NOTE: FOR UNATTACHEn WALLS PROVIDE A 1/2 \ -. 4 �0 GA. TO 21'-0 � +d
TO .3/4- GAP BETWEEN EDGE OF ANGLE AND CLIP - ,� - 6" 20 GA. TO 29'-U'° - - _METAL "iTUDS AT 16" O.C. � A W.
/ p
r GYP 6G -- i ti-__. — FASTEN RUNNER TO � •- Z 5 8" 25 GA. TO 1 S'-S" SEE C}i,q F''.'
- DO NOT SCREW BERG c CLIP CO TRACK EA SIDE ..���^ " / '.f FOR SIZE ' ¢�
AT 2'-0* PJC ( BRAG f 1� aTUD MFR'S
%" -- SOUND BATT 1NSULATFON AS 0CCUR RECk.7�.ij1w ENDATIONS
Wad
- - -.. ----- --- --- TABLE MA),-;-L CNT CUT TAPER r. , to
- -`-- " - TYP AT :UE'MISENG WALL
'- -------- CROSS RUNNERS FIT BETWEEN MAIN RUNNERS " " (FF GYP RD _ �-----SOUNi) ATTENUATION ;VSULATIONCL
1 2 DIA CONDUIT EMT 5 f O - _ " ��°bal
MAIN RUNNERS AT 4 --0" OC 3 4 DIA DUIT EMT 7--$ AT WALLS .t �- -'' �/ - - METAS STUBS D f 6 OC, UNA __.___ ! AS OCCURS Ul ? 2. 0
�
" -� ,_ ^aUSPENDEn
SUPPORT WITH #12 WIRE AT 4 -0 OC OR 1 DIA CONDUIT EMT 9 -- `r CEILING -"-'NEW GOT TRACK AT•tAC�IED _
6'-0" MAX " WHICH RECEIVE -CONT ACOUSTIC SEALANT � I /" Cr � � � t- es as 00
TO r_"X.S7 TOP TRAW .. e6
--- -- WITH ,�10 WIRE AT 5 •-0 OC EA WAY SGL 162S125-�33 MTL STUD 12 -�p FLA1 BASF. _ .�1 ,�'�� EA SIDE. AGAINST TRACK I"� X10 5!CREV4:S ® 1 --0 0. �, t9 0) �-. J (L in
�----LATERALLY BRACE MAfN RUNNER TO 1-5 8"x20GA �� - NO SEALANT AT SIM COND
NQTL. STRUCTURE A'f 12'-0" OC EA WAY. BACK TO BACX 162S125--.'S:,1 15°-0" ~�
ALL GRID MEMBERS AND BEGIN 9RACING WITH114 W-O" OF MTL STUDS Q- 6"x2 GA` _� � 5/'8" GYP. dC). EACH SIDE
CONNECTION DEIRCES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 2,505125--33 MTL STUD 13'•-6" 1 /2" MAX- EXIST TOP TRAt�Ii --�-- _
APPROVED TYPE AND HAVE A 1800 "' w EOTTOM TRACK TO FINISH 20 GA x2" STRAP, 12" LONGREMOVEALL HANGERS •TO 81-OG _ I REIIIOVE EXIST GYM RD,AP AS
CAPACITY. ALL LATERAL !BRACING BACK TO BACK 2505125-33 15 -O" CONCRETE--''� i I FLOOR W/ POWDER DRIVEN W� �� �0 SEWS TOP & l REQ'D FOR NEW STRAP
STRUCTURE. TRAPEZE DUCT WORK " � 96A M, EA SIDE. -
YiPIRES TO HAVE A 200p� CAPACITY. AND OTHER LARGE OBSTRUCTIONS MTL STUDS 2-102 x2()GA � ATTACHMENTS
TO S119UC
-l"'NSUS."PENDED CEILIN".3% BRACING BD ON at METAL. DECK �' r3"NWALL f URE .-�
�.1NTs z� � .� 3""1'-0" A71 0"4FR EXISTING WALL 3`�1 -0I
THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM.
___._-..--------------__.--
Project
WELLS FARGO
R 00% M FINISH SCHEDULE HOME MMMAGE
r
OOM FLOOR BASE N, WALL E. WALL S. WALL W. WALL CEILING sum 5m
ROOM NAME MAT'L MAT'L MAT'L MAT'L WAT'L MAT'L CEILINGCEILING
-
-SOUND ATTENUATION BATT NO FINISH FINISH FINISH FINI51'R FINIS14 FINISH HT. MAT'L `COMMENTS
AS OCCURS 501 OPEN OFFICE CPT _RD P P_ P _P EXIST EXIST 3 LNOWN
--- GYP BD WAIL AS OCCURS 502 OFF ff _ _ CPT _R® P P P P EXIST EXIST v0 8W R� p •
, (�
- CPT- R® - P _ _P _ P P EXIST EXIST �
� 503 OFF( _. - - - ----- - -- ----
-- -' 504 STORAQECPT Ra P -F'-. P _ _ F' -EXIST (EXIST
� SOS VCT RuP J W P P V P -LffiD /n'
FINISH SCHEEDULE NOTES: Aa&qEAATIONS: #4134
.�
��'�----DOUBLE STUD AT JAMB, TYP A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CP f CARPET
TO SE COORDI.NATLD WITH OWNER. EXIST EXISTING m
B. PATCH AND REPAIR ALL EXIST,ING WALLS WHERE GO GYPSUM BOARD
STEEL DRYWALL FRAME AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT v
WALLS. RB RUBBER BASE
C. PROVIDE NEW PAINT, RUBBER BASE:, AND FLOOR FINISH VCT vTNYI. COMPOSITION TILE
THROUGHOUT. o
INK -- __� --
U GR(XIP MACKENZIE 2007
h L RIGHTS RESERVED
' I l THESE DRATANGS ARE THE PROPERTY Of'
GROUP MACKENZIE AMU ARE NOT TO BE
USED OR REPRORICED IN ANY MANNER,
WHOUT PRIOR WRITIYN PERMISSION
REVISIONS:
< WYMON5 REVISION DELTA
4 T�? I R R SHEET CLOSING DATE
�.1 HEAD SIMILAR
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