HomeMy WebLinkAbout13050180 Building PlansABBREVIATIONS SCOPE NOTES SYMBOLS
W THE EVENT OF QUESTIONS REGARDING THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWED SHOP DRAWINGS AND SUBMITTALS BY REFER TO PROJECT MANUAL (WHEN APPLICABLE) FOR ADDITIONAL (NOT ALL MAY APPLY)
CONTRACT DOCUMEMS SPECIRCATIONS EXISTING FAMILIARIZING HIMSELF WITH THE PROJECT SCOPE OF OTHERS SHALL NOT BE CONSIDERED AS PART OF REQUIREMENTS AND DIRECTIONS.
AFF ABOVE RNISHED FLOOR FD FLOOR �RAIN OD OUTSIDE DIAMETER UON UNLESS OTHERWISE NOTED CONDITIONS OR DESIGN INTENT, THE CONTRACTOR WORK, BUILDWG STANDARDS, SCHEDULE AND DEADLMES. THE CONTRACT DOCUMENTS. THE ARCHITECT O KEYED NOTE
SHALL BE RESPONSIBLE FOR OBTAINING THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE ASSUMES NO RESPONSIBILIiY FOR DRAWINGS, ALL INTERIOR FlNISHES SHALL COMPLY WITH REFER TO SHEET WHERE SHOWN.
ACT ACOUSTICAL CEILING TILE FIN FINISH OPNG OPENING UR URINAL CL4RIRCATION FROM THE ARCHITECT PRIOR TO BID FOR ADVISING THE OWNER OF ALL LONG LEAD ITEMS SCHEDULES, AND/OR SPECIFICATIONS FOR WORK CHAPTER EIGHT (8) OF THE 2006 INTERNATIONAL
APP APPROXIMATE FLR FLOOR OPP OPPOSITE WINDOW OR GLAZE� OPENWG TAG. SEE SCHED.
VCT VINYL COMPOSITION TILE SUBMITTAL AND PROCEEDING WITH ANY WORK AFFECTING THE PROJECT SCHEDULE AND SHALL, ON THE PROJECT PREPARED BY OTHERS. BUILDING CODE WITH INDIANA AMENDMENTS. � �
ARCH ARCHITECT FT FEET OH OPPOSITE HAND IN QUESTION. UPON REQUEST FROM THE OWNER, SUBMIT ORDER X IF WINDOW - W IF STOREFRONT - SF?,
AWT ACOUSTICAL WALL TREATMENT FD FLOOR DRAIN OTO OUT TO OUT VERT VERTICAL CONFIRMATIONS AND DELIVERY DATES FOR SUCH LONG THE ARCHITECT WILL REVIEW ALL SHOP DRAWWGS, LIGHT GAGE METAL STUDS; STUDS, THEIR COMPONENTS IF CURTAINWALL - CW?
FE RRE EXTINGUISHER � VINYL TILE THESE CONTRACT DOCUMENTS ARE INTENDED TO LEAD ITEMS TO THE OWNER SUBMITTALS AND SAMPLES FOR CONFORMITY WITH AND THEIR CONNECTIONS SHALL BE ENGMEERED BY A
BLKG BLOCKING PLAS LAM PLASTIC LAMINATE DESCRIBE ONLY THE SCOPE AND APPEARANCE OF THE CONTRACT DOCUMENTS AND RETURN THEM TO PROFESSIONAL ENGINEER LICENSED IN THE STATE ID ACCESSORY TAG. SEE ENLARGED TOILET PLANS.
ALL CONTRACTOR OR SUPPLIER REQUESTS FOR
B.O. BOTTOM OF FEC RRE EXTINGUISHER CABMEf PLWD PLYWOOD W� WITH THE REAL PROPERTY IMPROVEMEMS, INCWDMG THE THE CONTRACTOR WITHIN SEVEN (7) WORKING DAYS WHERE THE PROJECT IS LOCATED. THE ENGMEER SHALL
SUBSTITUTIONS OF SPECIFlED ITEMS SHALL BE
BOT BOTTOM PS PROJECTION SCREEN W�0 WITHOUT PERFORMANCE AND LEVEL OF QUALITY EXPECTED OF SUBMITTED, IN WRITING, ACCOMPANIED BY THE EXCEPT AS MAY OTHERWISE BE PROVIDED FOR BY AFFlX THEIR SEAL AND SIGNATURE TO SHOP DRAWINGS � � BUILDWG SECTION CUT.
GA GAUGE OF ITS COMPONENTS. IT IS THE CONTRACTOR'S THE OWNER. AND CALCULATIONS SUBMITTED FOR REVIEW. XXXX
CAB CABINET WB WOOD BASE ALTERNATIVE PRODUCT WFORMATION, TO THE
RESPONSIBILIiY TO MSURE THAT ALL WORK -
GB GRAB BAR QT QUARRY TILE WC WATER CLOSET COMPLETED AND MATERIALS INSTALLED BE IN FULL ARCHITECT, NO LATER THAT TEN (10) BUSWESS THE CONTRACTOR SHALL NOT REPRODUCE AND MARK STEEL REQUIRED TO TRANSMIT GRAVITY AND/OR LATERAL
LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCT.
Y PR R T I P NIN AT . TIT TI N UP ANY PART OF THE CONTRACT DOCUMENTS FOR -
CAR CARPET GWB GYPSUM WALLBOARD R RISER WD WOOD COMPLIANCE AT A MINIMUM, WITH ALL APPLICABLE DA 5, 10 0 BD 0 E G D E SUBS U 0 S XXXX ELEVATION TAG INTERIOR OR EXTERIOR.
SHALL ONLY BE CONSIDERED IF THEY DO NOT SUBMITTAL AS A SHOP DRAWING. ANY SUCH
DRAWINGS 6 THE RESPONSIBILITY OF THE METAL STUD
CJ CONTROL JOINT CODES, REGULATIONS, AND ORDINANCES HAVING SACRIRCE QUALIiY, FUNCTIONALITY, APPEARANCE OR SUBMITTAL WILL BE REJECTED. SUPPLIER TO DESIGN, DETAIL, PROVIDE AND INSTALL X/XXX
RA RETURN AIR WH WATER HEATER
CL CENTER LME HDWR HARDWARE JURISDICTIONAL AUTHORIiY OVER THE PROJECT. SECTION CUT AT AREAS SHOWN SMALL SCALE
CMU CONCRETE MASONRY UNIT HM HOLLOW METAL RB RESILIENT BASE WP WORKING POINT WARRANTY. UNDER NO CIRCUMSTANCES WILL THE ANY SUBMITTAL REQUIRED TO BE REVIEWED MORE MEfAL STUDS SHALL BE DESIGNED TO SUPPORT THE �
OWNER BE REQUIRED TO PROVE THAT A PRODUCT THAN THE INITIAL REVIEW AND ONE (1) ADDITIONAL
REF REFERENCE THESE CONTRACT DOCUMENTS DO NOT ATTEMPT TO LOADS SHOWN IN THE DESIGN DATA IN ADDITION TO
COL COWMN HORIZ HORIZONTAL INSTRUCT THE CONTRACTOR IN THE DETAILS OF HIS PROPOSED FOR SUBSTITUTION IS OR IS NOT OF REVIEW, WILL BE CONSIDERED TO BE W ExCE55 OF 7HE WEIGHT OF THE MATERIALS ATfACHED TO THE \
CONC CONCRETE HVAC HEATWG, VENTIU+TING, AIR COND REFR REFRIGERATOR EQUAL QUALIiY TO THE PRODUCT SPECIRED. THE SCOPE OF THE PROJECT. THE TIME REQUIRED I X/XXX
TRADE THEY ARE PERFORMANCE SPECIRCATIONS MEfAL STUDS. ME�AL STUDS SHALL BE DESIGNED USING
CONST CONSTRUCTION HW HOT WATER REQD RE�UIRED FOR THIRD AND SUBSEQUENT REVIEWS OF A
RO ROUGH OPENING IN THAT THEY DO REQUIRE THAT ALL MANUFACTURED UNDER NO CIRWMSTANCES SHALL THE CONTRACTOR THE LOAD COMBINATIONS IN SECTION 1605-3-1 OF THE ENLARGED PLAN.
CONT CONTINUOUS ITEMS, MATERIALS AND EQUIPMENT BE INSTALLED IN SCALE THE DRAWINGS TO DETERMWE DIMENSIONS. SUBMITTAL WILL BE PAID FOR BY THE CONTRACTOR INTERNATIONAL BUILDING CODE, 2000 EDITION. NO ��
CT CERAMIC TILE JST JOIST STRICT CONFORMANCE TO THE MANUFACTURER'S REFER TO PL4NS, SECTIONS AND DETAILS FOR ALL TO THE ARCHITECT AT THE ARCHITECT'S STANDARD MCREASE IN ALLOWABLE STRESS IS ALLOWED.
SA SUPPLY AIR RECOMMENDED SPEGRCATIONS, EXCEPT IN THE DIMENSIONAL INFORMATION. BILLING RATES, PWS REIMBURSABLE EXPENSES. DERECTION DUE TO LATERAL LOAD SHALL BE LIMITED x� ELEVATION TARGEf.
CW COLD WATER �T JOINT CASE WHERE THE CONTRACT DOCUMENTS ARE MORE
SCHED SCHEDULE STRINGENT. ANY MISCELLANEOUS ITEMS OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR TO � OF THE STUD SPAN. FOR CANTILEVERS, THE XXXHX FlNISH FLOOR = ASSUMED 0"-0"' U.O.N.
INSTALL4TION OF ALL SELECTED MATERIALS WHICH
DET DEfAIL KIT KITCHEN SEC SECTION MATERIALS NOT SPECIRCALLY NOTED, BUT REQUIRED VERIFlCATION OF ANY EXISTING CONDITIONS AND ALL DEFLECTION DUE TO LATERAL LOFlD AT THE END OF THE
FOR PROPER WSTALL4TION SHALL BE FURNISHED SHALL BE COMPLETE IN ALL RESPECTS PRIOR TO THE CRITICAL DIMENSIONS ASSOCIATED WITH THE CANTILEVER SHALL BE LIMITED TO �ea OF THE x%X FlNISH TAG. REFER TO LEGEND
DF DRMKING FOUNTAIN LAM LAMINATE SIM SIMILAR FlNAL ACCEPTANCE, UNLESS OTHERW6E NOTED.
PR P RK T NTRA T R HA FlRM CANTILEVER DIMENSION.
DIM DIMENSION LAV LAVATORY SPECS SPECIFlCATIONS AND INSTALLED BY THE CONTRACTOR. 0 OSED WO HE CO C 0 S LL CON /��/� REVISION
DRWGS DRAWINGS LLH LONG LEG HORIZONTAL SF SQUARE FOOT ALL WORK SHALL BE WARR.4NTED SATISFACTORY, IN THE CONTRACTOR SHALL PRESERVE ALL PRINTED THAT ALL WORK OUTLMED WITHIN THE CONTRACT METAL STUD MANUFACTURER SHALL DETERMME RNAL /y� 1 {
MATERIALS AND WORKMANSHIP FOR A PERIOD OF WSTRUCTIONS AND WARRANTY MFORMATION THAT 6 DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN, PRIOR LAYOUT AND GAUGE OF STUDS TO MEET THE ' � V
EA EACH LLV LONG LEG VERTICAL SA SUPPLY AIR ONE (1) YEAR, OR FOR THE PERIOD OF WARRANiY PROVIDED WITH EQUIPMENT OR MATERIALS USED, AND TO BID OPENING. THE CONTRACTOR SHALL NOTIFY ARCHITECTURAL AND STRUCTURAL REQUIREMENTS. N
SS STAWLESS STEEL CUSTOMARY, OR STIPULATED FOR THE TRADE, CRAFT, DELNER SAID PRINTED MATTER TO THE OWNER AT THE 1HE ARCHITECT OF ANY CONDITIONS ENCOUNTERED WHERE ROUGH CARPENTRY IS IN CONTACT WITH THE
EC EXPOSED CEILING MAS MASONRY TIME OF SUBSTANTIAL COMPLETION. THE CONTRACTOR WHICH MAY AFFECT BUILDING CODE COMPLIANCE,
STD STANDARD OR PRODUCT, WHICHEVER IS LONGER. ONLY
EJ EXPANSION JOINT MAX MAXIMUM COMPETENT MECHANICS CAPABLE OF PRODUCING SHALL INSTRUCT THE OWNER IN THE PROPER USE LIFE SAFETY, ISSUANCE OF CERTIFICATE OF GROUND, EXPOSED TO WEATHER OR IN AREAS OF HIGH PLqN OR TRUE NORTH
EIFS EXTERIOR MSU. FINISH SYSTEM MB MARKER BOARD STL STEEL GOOD WORKMANSHIP CUSTOMARY TO THE TRADE OF THE EQUIPMENT FURNISHED BY THEIR TRADE OCCUPANCY, OR COMPLETION OF THE PROJECT AS RELATIVE HUMIIDIiY PROVIDE FASTENERS AND �
SUSP SUSPENDE� SHOULD BE USED. COMMENCING WORK BY A GENERAL CONTRACTOR SHALL PROVIDE A THOROUGH DIRECTED IN THE CONTRACT DOCUMENTS ANCHORAGES WITH A HOT DIP ZINC COATWG OF G90
EL ELEVATION MECH MECHANICAL CONSTRUCTION CLEANING AT PROJECT CLOSE OUT, NO ADDITIONAL FUNDS WILL BE APPROVED FOR WORK COMPLYING WITH ASTM A153 OR PROVIDE FASTENERS �{ BATf INSULATION�, WIDTH OF FRAMING U.O.N.
EL ELEVATION MEZZ MEZZANWE TB TACK BOARD CONTRACTOR OR SUBCONTRACTOR CONSTITUTES AND ANCHORAGES OF TYPE 304 STAMLESS STEEL �j
ACCEPTANCE OF THE CONDITIONS AND SURFACES PRIOR TO PUNCH LIST WALK THROUGH. OMITTED FROM THE CONTRACTOR'S BID DUE TO LACK
ENG ENGMEER MFR MANUFACTURER TEL TELEPHONE CONCERNED. IF ANY SUCH CONDITIONS ARE OF VERIFlCATION BY THE CONTRACTOR, ExCEPT AS WHERE TREATED LUMBER (ROUGH CARPEMRY) IS IN � ROOM TAG. REFER TO ROOM FINISH SCHEDULE
EXIST EXISTING MIN MINIMUM T.O. TOP OF UNACCEPTABLE, THE GENERAL CONTRACTOR SHALL BE THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF OTHERW6E APPROVED BY THE OWNER FOR WORK CONTACT WITH OTHER MATERIALS IT MUST BE SEPERATED ROOM
NOTIFlED IMMEDIATELY, AND NO WORK SHALL BE ALL FABRICATED ITEMS, AND PHYSICAL SAMPLES OF qSSOCIATED WITH HIDDEN CONDITIONS WHICH ARE NOT FROM THESE MATERIALS BY A PRODUCT THAT WILL NOT NAME
EXP EXPANSION M.O. MASONRY OPENING TV TELEVISION PERFORMED UNTIL THE CONDITIONS ARE CORRECTED ALL FINISH MATERIALS SPECIFlED TO THE ARCHITECT ACCESSIBLE PRIOR TO CONSTRUCTION. ALLOW ANY REACTION BETWEEN THE PRESERVATIVE AND FE� FIRE ENTINGUISHER IN SEMI-RECESSED
EXT EXTERIOR TYP iYPICAL � FOR REVIEW. ADJACENT MATERIAL COORDINATE WITH WMBER MANU. O CABWET PROVIDED/INSTALLED BY GC.
O PROVID D/IN�STALLDDFIgY GCINGUISHER
CODE ANALYSIS FE.
�pa oaoR wirH oaoR NuMeER.
APPLICABLE CODES TABULAR OCCUPANT LOAD (1004.1.1)
INDIANA BWLDMG CODE OCCUPANT LOAD FACTOR: WINDOW OR GLAZED OPENING
UNDERSIDE 2008 INDIANA BNLDING CODE DINING/BAR 1 PER 15 SF = 3494 / 15 = 232
OF ROOF DECK INDIANA PLUMBING CODE KITCHEN 1 PER 200 SF = 859 / 200 = 5 � �DDER REFER TO SECTIONS AND NOTES
RESTROOMS/COOLERS: 0 PER SF = 0
2012 INDIANA PLUMBING CODE WH WALL HYDRANT IF EXTERIOR
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ACTUALOCCUPANTLOAD(1004.1.1) HB� HOSE BIB IF INTERIOR
INDIANA ELECTRICAL CODE SQUARE FOOTAGE/OCCUPANT LOAD FACTOR: SEE ABOVE
.O. STRUCTURE 2009 INDIANA ELECTRICAL CODE � METAL STUD FRAMED WALL REFER TO
` INDIANA FIRE CODE
TOTAL OCCUPANTS�. 23� IN�EX SHEET FOR INFO.
�5,. � 5., 2008 INDIANA RRE CODE FIRE RESISTIVE REQUIREMENTS (601 AND 602) � CMU WALL REFER TO SECTIONS AND DETAILS
3 g MTL STUDS AT 4'-0" 3 8 MTL STUDS AT 4'-0"
O.G MAXIMUM SPACING. O.C. MAXIMUM SPACING. INDIANA MECHANICAL CODE BRICK WALL REFER TO SECTIONS AND DEfAILS
EXTEND TO UNDERSIDE OF EXTEND TO UNDERSIDE OF 2008 INDIANA MECHANICAL CODE CONSTRUCTION TYPE II-B
STRUCTURE ABOVE STAGGER STRUCTURE ABOVE STAGGER EIFS OVER SUBSTRATE REFER TO
SUPPORTING STUDS. SUPPORTING STUDS. INDIANA ENERGY CONSERVATION CODE STRUCTURAL FRAME NON-RATED SECTIONS FOR WIDTH AND PROFlLE.
— — — — — — — — — — — — — — — — — — — — — — — — — — 2010 INDIANA ENERGY CONSERVATION CODE � EXISTING DOOR. REFER TO DOOR SCHEDULE
CEILING LINE exreRioR eenRiNC wn��s: NoN—RnTEo
SEE REFLECTED CEILWG INDIANA HANDICAPPED ACCESSIBILIiY CODE WTERIOR BEARING WALLS�. NON-RATED
PL4N FOR HEIGHT. 2003 ANSI A117.1 EXISTING FRAMED WALL.
ADA ACCESSIBILI71' GUIDELMES EXTERIOR NON-BEARING WALLS: NON-RATED
EXISTING WINDOW WITH SILL AND/OR STOOL.
INTERIOR NON-BEARING WALLS: NON-RATED
c � DEMO'D DOOR.
OCCUPANCY (OVERALL BUILDING) FLOOR CONSTRUCTION'. NON-RATED �
CL4S9RCATION (3021): M AND A-2 ROOF CONSTRUCTION: NON-RATED -- DEMO'D WALL
6"' MTL STUDS @ 16" O.C. 6"' MTL STUDS @ 16" O.C. 6"' MTL STUDS @ 16" O.C. 6" MTL STUDS @ 16" O.C. 3a' MTL STUDS @ i6" QC. SHAFTS: N/A Wi WALL iYPE
WITH 2 LAYERS OF �" WITH ONE LAYER OF �" WITH ONE LAYER OF �" WITH ONE LAYER OF �" WITH ONE L4YER OF e" �CCUPANCY(TENANTSPAC� f
GYPSUM BOARD O EACH GYPSUM BOARD O EACH GYPSUM BOARD � EACH GWSUM BOARD � EACH GYPSUM BOARD @ EACH CL4SSIFICATION 3021 : A-2 (NO CHANGE 17 WALL HEIGHT IF DESIGNATED ON PLANS.
( > > iF Nor, sEE wn� rrPES 1His sHEEr.
SIDE EXTEND STUDS AND SIDE EXTEND STUDS AND SIDE EXTEND STUDS TO SIDE EXTEND GYP BD TO SIDE EXTEND GYP BD TO FIRE RESISTANCE RATED CONSTRUCTION (709.5, 601, 602)
GYP BD. TO UNDERSIDE OF GYP BD. TO UNDERSIDE OF UNDERSIDE OF ROOF DECK MIN OF 4° ABOVE MIN OF 4" ABOVE ACCESSORY USES (508.3.1): N�A R,4TED EXTERIOR WALLS: N�q
ROOF DECK AND SEAL ROOF DECK AND SEAL AND GYP BD TO MIN OF 4" ADJACENT CEILING LWE. ADJACENT CEILING LME D RAW I N G S
BETWEEN GYP BD AND BETWEEN GYP BD AND ABOVE FlDJACENT CBLING NON-SEPARATED USES (508.32): N�A FlRE SEPAR.4TION DISTANCE N�q
DECK FOR RRE R.4TED DECK FOR RRE R.4TED IJNE.
ASSEMBLY. ASSEMBLY. SEPARATED USES (508.3.3): N�A UNPROTECTED OPENING AREA: N�A
PROVIDE SOUND BATTS PROVIDE SOUND BATTS PROVIDE SOUND BATTS PROVIDE SOUND BATTS PROVIDE SOUND BATTS
INSUL4TION TO MATCH WALL INSUL4TION TO MATCH WALL INSUL4TION TO MATCH WALL INSUL4TION TO MATCH WALL WSULATION TO MATCH WALL CONSTRUCTION INTERIOR WALL AND CEILING FINISH REQUIREMENTS (803)
WIDTH AT WALL TYPE WSA WIDTH AT WALL TYPE W4A WIDTH AT WALL TYPE W3A WIDTH AT WALL TYPE W2A WIDTH AT WALL TYPE W1A CLASSIRCATION (602): �I-B INDEX SHEEf
ONLY. ONLY. ONLY. ONLY. ONLY. SEE FINISH SCHEDULE FOR MATERIALS
AUTOMATIC SPRINKLER SYSTEM ALL MATERIALS ARE CLASS A RATED ARCHITECTURAL
SPRWKLER SYSTEM REQUIRED (903): YES
FIREPROTECTIONSYSTEMS A�,� DEMO AN� LIFE SAFEiY PLANS
SPRWKLER SYSTEM PROVIDED: YES AL1 FLOOR AND CEILING PLANS
STANDPIPE SYSTEM (905): EXISTING AL1 ELECTRICAL PLAN AND FlNISH SCHEDULE
ALLOWABLEBUILDINGHEIGHT PORTABLE RRE EXTINGUISHERS (906.1�: SEE PLAN
TABULAR HEIGHT (503)�. 2 FLR�55 FT (A-2) FlRE ALARM AND DETECTION SYSTEMS (907): DESIGN�BLD
TYPE W5 TYPE W4 TYPE W3 TYPE W2 TYPE W I FIN. FLOOR
ALLOWABLE BUILDING AREA SMOKE CONTROL SYSTEMS (909): N�A
TYPE W5A TYPE W4A TYPE W3A TYPE W2A TYPE WIA
TABUL4R AREA (503): 9,500 SF (A-2) SMOKE AND HEAT VENTS (910): N�q
(PROVIDE TWO HOUR R.4TED (PROVIDE ONE HOUR RATED
UNDERWRITERS LABORATORY UNDERWRITERS LABORATORY
WALL ASSEMBLY U411 OR WALL $SEMBLY U465 OR BUILDING AREA INCREASE
pw EGRESS
EQUAL) EQUAL) WALL TYPE GENEI�NL NOTES MCREASE FOR SPRMKLERED BUILDMG (5063): 3009 MINIMUM WIDTH FACTOR (1005.1): 0.15'
UNLIMITED AREA (507): N�A REQUIRED MINIMUM WIDTH FROM SPACE 1005.1
NOTE; WALL HEIGHT AS MARKED ON PL4N5 IN USE MOLD AND MILDEW RESISTANT GYPSUM REFER TO ROOM FlNISH SCHEDULE FOR ALL ( )� 3555"
CONJUNCTION WITH WALL TYPE SYMBOL WILL WALLBOARD ON ALL PLUMBING WALLS. USE g�° FlNISH SELECTIONS�, CEILING iYPES AND HEIGHTS; FRONTAGE WCREASE (5062): N�A MINIMUM NUMBER OF EXITS
SUPERCEDE WALL HBGHTS AS SHOWN ABOVE. CEMENT BOARD INSTEAD OF GYP BOARD AND ttPES, SIZES AND LOCATIONS ETC. ����9��)� �
SEE SYMBOLS LEGEND THIS SHEET. BEHIND ALL TILE RNISHES. If =(F�P-25)zW�30 ACTUAL NUMBER OF EXITS: 3
PROVIDE DEEP LEG DEFLECTION TRACK AT BRACE METAL STUD WALLS TO TOP OF 10TAL ALLOWABLE AREA WITH INCREASES: 38,000 qCTUAL WIDTH OF EXITS: 144"
TOP OF ALL METAL STUD WALLS WHERE STRUCTURAL STEEL ELEMENTS-ABOVE CBLING
STUDS EXTEND TO UNDERSIDE OF ROOF DECK PLANE. COORDINATE REQUIRED BRACE SPACING Aa = At +(At x If) +(At x Is) ALLOWABLE TRAVEL DISTANCE (1016.1): 250'
OR STRUCTURE ABOVE WITH STRUCTURAL ENGMEER PRIOR TO Aa = FlLL IN PROJECT LOCATION
BEGINNWG CONSTRUCTION. CORRIDOR CONSTRUCTION (1017.1): N�A �
�
ACTUALBUILDINGHEIGHTANDAREA � WAWUT CREEK DRIVE
BUILDING ARFA�. 20,002 MINIMUM CORRIDOR WIDiH (10172): 44" �
BUILDING HEIGHT (FEET/� FLOORS): 1 FLft/25 Ff MAXIMUM DEAD END CORRIDOR (10173} 20' �
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GEN. DEMO NOTES
1. �ASHED LWES INDICATE EXISTING ITEMS TO BE REMOVED.
UNLESS NOTED OTHERWISE CONTR4CTOR SHALL BE
RESPONSIBLE FOR THE OFF-SITE DISPOSAL OF ALL
DEMOLITION ITEMS.
2 RELOCATED ITEMS SHALL BE CLEANED AND PLACED IN
STORAGE, PER OWNERS DIRECTIONS UNTIL ITEMS ARE
I READY TO BE REINSTALLED. IF ITEM IS DAMAGED DURING
DEMOLITION OR RELOCATION IT SHALL BE REPAIRED OR
� ��� � � � REPLACE� WITH NEW ITEM AS APPROVED BY OWNER AT
���� ��if"'� . � cqoIXE I I ° ' I I NO EXPENSE TO OWNER.
j� �� ���
II � ___ "'"-" N1°` aP°" i I ��� 3. DEMOLITION SHALL BE DONE WITH OUT DAMAGE TO
ry �-- —� � �i � � L J o EXISTING CONSTRUCTION TO REMAIN. WHERE SUCH
�( �� TRAVEL DISTAN�fl1-°�- EWis'�^'s�^_ _ _ � I o I10 i� DAMAGE OCCURS PATCH, REPAIR, OR RESTORE WALLS,
U ` _ _ _ _ _ _ _ _ 3T� _ _ _ _ _ _ _ _ _ _
KITCHEN —� r e� i FLOORS, CEILINGS, ETC. TO MATCH EXISTING. PROVIDE
� � SHORING, BRACING, OR SUPPORT AS REQUIRED TO
PREVENT MOVEMENT OR SETTLEMENT OF E%ISTING
� w5X7IN �' �� Q 3 6 CONSTRUCTION.
� � � � 4 CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COORDINATION OF DEMOLITION ITEMS WITH THE OTHER
� � � � III TRADES PRIOR TO THE START OF DEMO WORK-
MEN 107 � O � OFFICE WALKIN � � 108 107 ---� 5_ REMOVE ALL EXISTING CONSTRUCTION, ITEMS AND
� WO EN SERVERS r_, IOX7
FINISHES MADE OBSOLETE BY, OR IN CONFLICT WITH NEW
r � CONSTRUCTION- VERIFY WITH ARCH. REMOVE WIRING
� � __ I �11 _ � � BACK TO SOURCE AT ALL OUTLETS ETC. MADE OBSOLETE
� � -- — ��� �___ � ��� �J�� BY WALL REMOVAL OR ANY OTHER NEW CONSTRUCiION.
�—�— ------- 1 fY 5 6. WHERE EXISTING WALLS, BULKHFADS, OR FlNISHES ARE
SUSHI
cvi �R cvi cri �� � r_ �1 GFI _ GFI REMOVED OR PARTIALLY DEMOLISHED, EACH TRADE SHALL
— 1 BE RESPONSIBLE FOR PATCHING OR REFlNISHING OF
_ � i �� L— _---_ - � ExISTING CONSTRUCTION REQUIRED BY THAT TRADES
♦ TRAVEL DISTANCE 94'-5" � ________________� i � � — — — —
` _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i i = 1 � WORK ON THIS PROJECT. THIS WORK MUST BE DONE IN
-----------� �\ OOOOO �� ° I II � A MANNER WHICH WILL ACCEPT NEW FlNISHES.
� � �� w� u � I
O OO OO I o OO OO �--- 1 ��� �� � I ��j � � 7. REPLAC�EMENi�OR�CEILING�GR D�AND�OR�TILESMO�VA�L�AND
O O � O O � � i ° � �/ I � AREA WHEI2E THEY NEED ACCESS AND THE EXISTING
O I O O � � i ° � �� I � CEILING IS TO REMAM. UNLESS OTHERWISE NOTED,
I // 4 CONTRACTOR SHALL REPLACE ANY CBLING TILES OR GRID
� O � O O � �'° � // � � DAMAGED IN THIS PROCESS.
O O I O O I � I
� � �° �'i i� � �� � � I 8- AT THE OWNER'S REQUEST SALVAGED ITEMS SHALL BE
OOO O OO ' I OOO OOOO � �ii ` �� ��/�� I L— TURNED OVER TO THE OWNER OR STORED IN AN AREA
103 `° � � � ��� _ _ _ 103 �� � /� � DESIGNATED BY THE OWNER.
��DININ6SE � � I �
� � 9. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE
� � O O � �� DEMOLISHED ARE APPROXIMATE AND ARE INTENDED TO
O OO O O > O OO O O �� 105 GIVE A GENERAL IDEA OF WORK TO BE REMOVED OR
O ��� � � 105 / A /� WORK TO BE TEMPORARILY REMOVED IN ORDER TO
O~ I O O � DINING W�9 �/ ,��� WMPLEfE NEW CONSTRUCTION. COORDINATE DEMOLITION
� O I O �� O � Q�� �Q �C� PROVIDE AD Q ATE AREA�F R�THS WORK�RUCTION TO
� O � O � O � ��� /� �� 10. CONTRACTOR MUST FlELD VERIFY ALL AREAS AND/OR
O O � O O �� �/ �� CONTRACTOR MUST�COORDINATERWT�H ARCHI�T�ECT qORK.
0� ��� �� � L������� ��� //
�� DIFFERENCES BEiWEEN FlELD VERIFIED CONDITIONS
L _ _ _ _ _ _ _ _ 104 tR� �� � � � AND�OR CONSTRUCTION, AND WHAT IS SHOWN ON
� DINING � ri' �% �� DEMOLITION DRAWINGS.
� 9 � r---��� 11. PRIOR TO BEGINNING DEMOLITION, DUST CONiROL
I �, � � �� BARRIERS SHALL BE CONSTRUCTED TO PREVENT THE
O O � �! "j � SPRFAD OF DUST INTO SURROUNDING AREAS.
� �V �n �—_� �_ � � 12 EXITING FROM STRUCTURE, IF REQUIRED TO PASS
O O �iC7�� I THROUGH DEMOLITION AREA(S), SHALL HAVE APPROVED
OOOOOOOOOO I �� II BARRIERS ETC., TO MSURE SAFEiY OF PUBLIC.
102 �d� I �02 I �p� 13. WHEN APPLICABLE, REFER TO STRUCTURAL, MECHANICAL,
o RO M o �E�T� o 0 0 o ELECTRICAL AND PLUMBWG DEMO DRAWWGS FOR
ADDITIONAL DEMOLITION REQUIREMENTS AND MFO.
� 14. REMOVE AND REINSTALL ALL EOUIPMENT OR
CONSTRUCTION ON WALLS REQUIRING NEW FlNISHES.
15. REFlNISH ENTIRE SURFACES AS NECESSARY TO PROVIDE
AN EVEN FINISH. REFINISH ENTIRE ASSEMBLIES.
CONTINUOUS SURFACES WILL BE TAKEN TO THE NEAREST
INTERSECTION.
16. REMOVE ALL DIRT, DUST, DEBRIS ETC. DAILY. DO NOT
ALLOW REFUSE TO BLOCK CORRIDORS, STAIRS, OR ANY
OTHER TRAFFlC AREA.
17. ALL ABANDONED PLUMBING LINES TO BE CAPPED OFF
LIFE SAFETY PLAN DEMOLITION PLAN aNO rERMiNarEO eE�ow FiwsH F�oaR.
� ue^ = i'--o. � us. _ i,..a„
KEYED NOTES
1. TYPICAL THROUGHOUT ENTIRE SUITE; REMOVE EXISTING
FLOORING, BASE, WALL TREATMENTS, CBLING TILE�GRIq
LIGHTING, EfC... WCLUDING WOOD FLOORING AND TRANSITION
RAMPS.
2 ALL FIXTURES TO BE REMOVED AND SAWAGED FOR
RE-INSTALLATION AFTER NEW FlNISHES ARE INSTALLED-
3. COORDINATE WITH TENANT ON ANY REMOVAL OF EQUIPMENT
IN KITCHEN AREA.
4. REMOVE BULKHEAD OVER BAR COMPLETE.
5. REMOVE PORTION OF BAR. COORDINATE WITH TENANT ON
NEW BAR EXTENTS AND DETAILING.
6. EXISTING FLOORING, CBLING AND WALL RNISHES TO REMAIN.
REPAIR AS REQUIRED AND PREP FOR NEW LAYOUT.
PROJECT LOCATI�
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AI.I
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF ALL DIMENSIONS AND JOB
CONDITIONS. ANY DEVIATION FROM WHAT IS NOTED
IN DRAWINGS SHALL BE BROU6HT TO THE ATTENTION
OF THE ARCHITECT IMMEDIATELY.
15 2. ALL DIMENSIONS SHOWN ARE FACE OF BRICK,
13 17 MASONRY OR METAL STUD FRAMING-UNLESS NOTED
OiHERwISE.
3. PROVIDE DEEP LEG DEFLECTION TRACK AT ALL
OOO . METAL STUD CONNECTIONS WITH STRUCTURE
� �� s�� ���������.,ok sz moe e�i� ceione �i ABOVE-Tl'PICAL
� 4. PROVIDE FIRE RATED WOOD BLOCKING IN METAL
9 �_ ____ .nis�iacwa 18 STUD WALLS FOR ANY WALL SUPPORTED ITEMS.
,�---------------� o
KITCHEN 9 5. PROVIDE APPROVED FIRE RATED STOPPING MATERIALS
KITCHEN IN ANY OPENINGS W FlRE RATED ASSEMBLIES.
WALKIN OO � 6. REFER TO DOOR AND WIN�OW SCHEDULES FOR ALL
WALKIN �Z � SX7 �� MATERIALS, RNISHES AND HARDWARE WFORMATION.
SX7
5 � � 7. REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK
MASONRY AND OTHER EXPANSION JOINT LOCATIONS.
2 O 8. ALL MATERIALS LOCATED IN CEILING PLENUM SHALL
III BE RATED FOR SUCH INSTALLATION OR PROTECTED
OFFICE WALK IN MEN 107 O OFFICE WALK IN
109 IOX7 TO PROVIDE COMPLIANCE THIS WCLUDES BUT IS
MEN 108 SERVERS IOX7 WOMEN SERVERS NOT LIMITED TO POWER AND LOW VOLTAGE WIRING,
WOMEN 8 9 TELECOMMUNICATIONS CABLWG, PLUMBWG SUPPLY
AND DRAW LMES AND SUPPORTING BRACKETS
14 AND/OR BLOCKING FOR CBLING HUNG ITEMS.
---- --'- 9 106 9. PRIOR TO ORDERING ANY PRODUCTS-CONTRACTOR
6� ; -o �� i��b � � 16 SUSHI q SHALL SUBMIT SAMPLES TO THE ARCHITECT OF ALL
' �R FlNISH MATERIALS TO BE USED ON THE PROJECT.
� � i R � �,p _� CFI GFI
GFI GFI GFI �
� � THE CONTRACTOR SHALL BEAR SOLE RESPONSIBILIiY
� � ___ _____ _____�i FOR ANY MATERIALS ORDERED INCORRECTLY WHEN
`�i I � 3 'i i THAT MATERIAL WAS NOT REVIEWED BY THE
a �--_ a __ ' " � � '___ � _' - d ;' � 7 OOOOO �; ARCHITECT.
� � � � � � � , o ����
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� r. � � � 0 � �'
P i � .
�i �i ' � �� i � � � 0 � ' °
� � � °' i"�. 6 � � � 0 � ���� �,
; ! ; ; ; ;' ; �,'�� �� °oo 000° °oo 000° � o '',; KEYED NOTES
� � � � � , � � ioa � � � �- -----
� � d'- -A STFAKHOUSE �
a ST KH US a d d d � Q DINING
� � 1 1 1 ' OOOO OOO OOOO OOO �' OO 1. MILLWORK COUMER AT GRILL FlNAL DESIGN TO BE BY
` ' 105 � TENANYS MILLWORK CONTR4Ci0R. COORDINATE WITH GPoLL
� ' ' � p p SUPPLIER ON ALL DIMENSIONS, CLEARANCES, ETG..
i i i � BA O O O O W�q DINING '1 7
� � i � � O O O � 2- WROUGHT IRON BAR RAIL, SiYLE TO BE SELECTED BY
I I I I I � � � � TENi1NT.
I �
� � � ' � � O O O p 3- ALL SEATING AND TABLES SHOWN FOR REFERENCE ONLY.
i i i i �
15 OO O OO OO OO O OO OO � � � TO BE PROVIDED/INSTALLED BY TENANT.
� � � � � � i ��_p�� , p„ 4'-0" 4'-0' 4_ NEW SECTION OF BAR. FlNAL DESIGN TO BE BY TENANT'S
� 3'-6" Q 3'-6" 104 MILLWORK CONTRACTOR. COORDINATE ON LOCATIONS OF
d G, 5 4� � � ' �� FAMILY �
- - � F 3 DINING POWER, PLUMBWG, ETC_.
- ' � � � 5. RE-WSTALL PWMBING FIXTURES, PARTITIONS, AND
� � %i ///� � ACCESSORIES IN RESTROOMS AFiER NEW FlNISHES ARE
P. — _ __ o � __ a n ,Q � � "i _ __ __ --� � 1 W1A ^ / � � WSTALLED.
i j �
� �+F ' 1 I � � O O ° � ��/ 6. FlNAL L4YOUT OF EQUIPMENT W KITCHEN TO BE
� � b- - iS � � ° O O f COORDINATED WITH TENANT.
i i � i ; � _ _� � i _i � �
i � � Z EXISTING 1 HOUR DEMISING WALL TO REMAIN. REPAIR AS
O OOOOOO O ��� REQUIRED TO MAINTAIN RATING. REFER TO IN�EX SHEET
i
o---_ ,--- b / ,— �pq FOR iYPICAL WALL CONSTRUCTION.
� PARN 101
Z5 P RTY p ��� � a o ROOM o VEST. 0 8. WFlLL RECESSED AREA WITH METAL STUD FRAMING, g° GYP
BOARD AND FINISH TO MATCH EXISTING (FRP)
16 9. NEW HAND SMK AND VEG SINK, PROVIDED BY TENANT,
15 p INSTALLED BY GC
10. NEW METAL STUD AND GYP BOARD BULKHEAD OVER BAR.
BOTTOM TO BE AT 8'-0" AFF. VERIFY WITH TENANT.
it LOCATION OF HOODS OVER GPoLLS. ALL DESIGN AND RNAL
PLACEMENT TO BE BY HOOD DE9GNER.
12 EXISTING CEILING AND IJGHTING TO REMAIN. REPAIR AS
REQUIRED-
13. REWORK EHISTING GRID W KITCHEN FOR NEW HOOD.
COORDINATE WITH HOOD SUPPLIER ON REQUIREMENTS-
2 REFLECTED CEILING PLAN I FLOOR PLAN ia. iNSTn�� NEw couNrER/siNK wiTH RiM ar 3a" aFF.
PROVIDE PROTECTNE COVERS ON SUPPLY/WAAE LMES FOR
I/8"=1'--0" I/8"=1'��0" ADA COMPLIANCE.
15. IF NOT EXISTWG, PROVIDE NEW BUILDING STANDARD EXT.
C E I LI N G LEG E N D EMER�EN�Y EX�T ���HT, W�REO ra EX�r S��N gAnERY
BACKUP
16. EXTEND EXISTING WALLS UP TO MIN. 4" ABOVE CEILING
NOT ALL MAY APPLY LWE.
17. EXISTING MOP SINK TO REMAIN.
o INCANDESCENT CAN L1GHT R4TED FOR MAXIMUM
OF 40 WATTS. 18. NEW 3 COMPARTMENT SINK AND DISHWASHER TO BE
INSTALLED AT LOCATION OF FORMER EQUIPMENT. CONNECT
� PENDANT HUNG LIGHT FIXTURE TO BE 6„ TO EXISTING SUPPLY AND WASTE LMES. COORDINATE WITH
SELECTED. RATED FOR MAXIMUM OF 40 WATfS � � 3" VENT THRU 1ENANT ON EQUIPMENT SPECS.
I� ROOF 3'-0" 0 C. 3'-3" TO C.L.
$ WALL MOUNTED LIGHT OR OTHER SWITCH. � � I
3= 3 WAY SWITCH � � I/` �
4 = 4 WAY SWITCH � �
D= ELECTRONIC DIMMER I i� � �� o 0
WALL MOUNTED EMERGENCY LIGHT W� 90 MIN. � i� � �� GB1 ° ��_p• GB1 0
� BACKUR EQUAL TO NAVILITE NiWH WITH �I�� �
(2) 5.4 WATf LAMPS, 11 WA1TS TOTAL 1 1�2° REVENT � i� � �� � �� � i0 C.�. 7'-6' i0 C.�. �
wn�� MouN1EO exir ucHr w/ so MiN. encKUP. ��� I �� I GB3 GB3 GB2
eEQUAL TO NAVILITE NXP3GWH. 2J WATT TOTAL �� I � 1 � —
LED LAMPS. �/ I HAND � ��2" � I
�WALL MOUMED COMBO EMERGENCY LIGHT AND i � SINK � I TIE INTO EXISTING � �B� TT1
EXIT LIGHT W� 90 MIN. BACKUR EQUAL TO � I � I SANITARY SEWER � o � o
NAVILITE NXPC3GWH. 42 WATfS TOTAL STANDBY. I I I I IE INTO EXISTWG I o m o o `o�
GREASE INT.
� NEW CEIIJNG GRID�TILE TO BE INSTALLED I I � I �
3 COMP � o 0 0 0
siNK ADA TT1 U w o m q ADA TOILET � M PROdecT �ocnrioN
� � NK 3" VEG � ��� � TOILET o � � � � � � � �
GIPSUM BOARD BULKHEAD I 1 1�7' SINK D�W INDIRECT � o � �
DRAIN �-6" ,• v, WALNUT CREEK DRIVE
[ � 9• �
(EXIST)
� DIFFUSER - SUPPLY I S NK� o
� DIFFUSER - RETURN > >�� 3 �� INDIRECT � �
��RisiT� BACK WALL VIEW SIDE WALL VIEW � N. MICHIGAN ROAD
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4 SANITARY ISOMETRIC NE 3 TYPICAL ADA CLEARANCES KEYPLAN N� N�
NOTTOSCALE NOTTOSCALE
TRUE NORTH PU+N NORTH
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A1.2
GENERAL NOTES
NOT ALL MAY APPLY
� �uNCrioN eox. cooROiNnrE wirH TENnNr
ON WIRING REQUIREMENTS
� WALL MOUMED DUPLEX OUTLET
0 FLOOR MOUNTED OUTLET/VOICE DATA BOX
� WALL MOUNTED QUAD OUTLET
n�I O OO � swP �� ��uRx � e��, ss e e�i� ceione �I
U �E e
wox- mo
2 � � WALL MOUMED 220V OUTLET
� xC� i9'LWC WM o
,�---------------0
KITCHEN p � WALL MOUMED DEDICATED DUPLEX OUTLET
O WALKIN �❑ � DUPLEX BOX IN WALL WITH CONDUIT AND PULL
SX7 �� a STRING ABOVE CEILING. VOICE�DATA
WIRING AND TERMINATION BY TENANT'S VENDOR
� 3
+42" DENOTES MOUNTING HEIGHT OF ITEM
O DIMENSION TO BOTTOM OF COVER PLATE U.O.N.
MEN � 107 O FFICE WALK IN
108 IOX7 GFI DEVICE ON GROUND FAULT INTERRUPT CIRCUIT
WOMEN SERVERS
3 $ WALL MOUMED LIGHT SWITCH.
� 3 = 3 WAY SWITCH
4 = 4 WAY SWITCH
106 D = ELECTRONIC DIMMER
SUSHI � EXISTING DEVICES NOT SHOWN
i CFI �R GFI G
O J�
�3 _________________ I
����� i�
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� � � 0 `° Q�i ,
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O O O O
v O ili �
°oo 000° °oo 000° � o',; KEYED NOTES
STFAKHOUSE � O �L--------
DINING O O
OOO OO OOO OO 1. COORDINATE WITH TENANT AND EQUIPMENT SUPPLIER ON
OO O O O 105 p p ANY RE�UIRED POWER IN MILLWORK.
O O O DINING '1�7 2 EXISTING ELECTRICAL PANEL LOCATIONS.
O O O O ��� 3. COORDINATE WITH KITCHEN EQUIPMENT SUPPLER ON
O LOCATION AND ttPE OF ANY POWER IN KITCHEN, SERVER
O O O ��, AREA AN� AT GRILLS IN DINING ROOM.
��� ��0� ��0 �0��
FAM�Y � �
DINING
1 3 � �
�� �
0�����00�0
io2 ioi
PARN VEST.
o ROOM o 0
i6
nP
I ELECTRICAL PLAN
us.= i,..o„
ROOM FINISH SCHEDULE
ROOM # ROOM NAME FLOORING BASE NORTH WALL FAST WALL SOUTH WALL WEST WALL �BINE7SI GEILING MAT.I REMARKS
COUNTERTOPS HEIGHT
101 VESTIBULE TILE TILE PAINT PNNT PAINT PAINT __ ACT/
M.E HGHT.
102 PARiY ROOM TILE TILE PAINT PAINT PAINT PAINT BY TENANT ACT/
, r_o°
103 STEAKHOUSE DINING TILE TILE PAINT PAINT PAINT PAINT BY TENANT A�T� —
i z,_p„
104 FAMILY DINING TILE TILE PAINT PAINT PAINT PAINT BY TENANT ACT/
M.E. HGHT.
105 BAR DINING TILE TILE PAINT PAINT PAINT PAINT BY TENANT ACT/
M.E HGHT.
106 SUSHI BAR TILE TILE PAINT PAINT PAINT PAINT BY TENANT M.ECHGHT. WASHABLE TILE ON SERVICE SIDE OF BAR
107 SERVERS TILE TILE PAINT PAINT PAINT PAINT BY TENANT EXISTING —
108 WOMEN TILE TILE TILE TILE TILE TILE PL45. L4M. EXISTING —
109 MEN TILE TILE TILE TILE TILE TILE PLAS. LAM. EXISTING --
110 KITCHEN EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING — EXISTING —
111 OFFlCE EXISTING EXISTWG EXISTWG EXISTING EXISTING ENISTWG — EXISTING — � PROJECT LOCATION
�
ALL FINISHES TO BE SELECTED BY TENANT � WALNUT CREEK DRIVE
� �
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A1.3