HomeMy WebLinkAboutIndex 103113.pdfABBREVIATIONS 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 IMERIOR FlNISHES SHALL COMPLY WITH REFER TO SHEET WHERE SHOWN.
ACT ACOUSTICAL CEILING TILE FIN FINISH OPNG OPENING UR URINAL CHAPTER EIGHT (SJ OF THE 2006 IMERNATIONAL
APP APPROXIMATE FLR FLOOR OPP OPPOSITE CL4RIRCATION FROM THE ARCHITECT PRIOR TO BID FOR ADVISING THE OWNER OF ALL LONG LEAD ITEMS SCHEDULES, AND/OR SPECIFICATIONS FOR WORK WINDOW OR GLAZED OPENING TAG. SEE SCHED.
BUILDMG CODE WITH INDIANA AMENDMENTS.
VCT VINYL COMPOSITION TILE SUBMITTAL AND PROCEEDING WITH ANY WORK AFFECTING THE PROJECT SCHEDULE AND SHALL, ON THE PROJECT PREPARED BY OTHERS. k IF WINDOW - W?, IF STOREFRONT - SF?,
ARCH ARCHITECT FT FEET OH OPPOSITE HAND IN QUESTION. UPON REQUEST FROM THE OWNER, SUBMIT ORDER LIGHT GAGE METAL STUDS; STUDS, THBR COMPONENTS IF CURTAINWALL - CW?
AWT ACOUSTICAL WALL TREATMENT VERT VERTICAL CONFIRMATIONS AND DELNERY DATES FOR SUCH LONG THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS, AND THEIR CONNECTIONS SHALL BE ENGINEERED BY A
FD FLOOR DRAIN OTO OUT TO OUT �
THESE CONTRACT DOCUMENTS ARE INTENDED TO LEAD ITEMS TO THE OWNER SUBMITTALS AND SAMPLES FOR CONFORMITY WITH PROFESSIONAL ENGMEER LICENSED IN THE STATE ELEVATION TA - WTERIOR OR EXTERIOR.
FE RRE EXTINGUISHER � VINYL TILE XXXX �
BLKG BLOCKING DESCRIBE ONLY THE SCOPE AND APPEARANCE OF R R TH T A I R HA
PLAS LAM PLASTIC LAMINATE ALL CONTRACTOR OR SUPPLIER REQUESTS FOR THE CONTRACT DOCUMENTS AND RETU N THEM TO WHE E E PROJEC IS LOC TED. THE ENG NEE 5 LL
B.O. BOTTOM OF FEC FlRE EXTINGUISHER CABMEf PLWD PLYWOOD W� WITH THE REAL PROPERTY IMPROVEMENTS, INCWDMG THE THE CONTRACTOR WITHIN SEVEN (7) WORKING DAYS AFFlX THEIR SEAL AND SIGNATURE TO SHOP DRAWINGS X/XXX
W 0 WITHOUT PERFORMANCE AND LEVEL OF QUALITY EXPECTED OF SUBSTITUTIONS OF SPECIFlED ITEMS SHALL BE EXCEPT AS MAY OTHERWISE BE PROVIDED FOR BY AND CALCULATIONS SUBMITTED FOR REVIEW- SECTION CUT AT AREAS SHOWN SMALL SCALE
BOT BOTTOM PS PROJECTION SCREEN � SUBMITTED, IN WRITING, ACCOMPANIED BY THE �
OF ITS COMPONENTS. IT IS THE CONTRACTOR'S THE OWNER.
GA GAUGE WB WOOD BASE ALTERNATIVE PRODUCT WFORMATION, TO THE STEEL REQUIRED TO TRANSMIT GRAVIiY AND/OR LATERAL ��
CAB CABINET 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 LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCT. I � X/XHX
Y PR R T I P NIN AT . TIT TI N UP ANY PART OF THE CONTRACT DOCUMENTS FOR DRAWINGS IS THE RESPONSIBILIiY OF THE METAL STUD
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 EN�PLAN.
SHALL ONLY BE CONSIDERED IF THEY DO NOT SUBMITTAL AS A SHOP DRAWING. ANY SUCH SUPPLIER TO DESIGN DETAIL PROVIDE AND INSTALL.
CJ CONTROL JOINT CODES, REGULATIONS, AND ORDINANCES HAVING ' '
RA RETURN AIR WH WATER HEATER SACRIRCE QUALIiY, FUNCTIONALITY, APPEARANCE OR SUBMITTAL WILL BE REJECTED. METAL STUDS SHALL BE DESIGNED TO SUPPORT THE `�
CL CENTER LME HDWR HARDWARE JURISDICTIONAL AUTHORIiY OVER THE PROJECT. XXXXX
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 LOADS SHOWN IN THE DESIGN DATA IN ADDITION TO � ELEVATION TARGET.
REF REFERENCE THESE CONTRACT DOCUMENTS DO NOT ATTEMPT TO OWNER BE REQUIRED TO PROVE THAT A PRODUCT THAN THE INITIAL REVIEW AND ONE (1) ADDITIONAL THE WEIGHT OF THE MATERIALS ATTACHED TO THE %XXX% FINISH FLOOR = ASSUMED 0'-0" U.O.N.
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 MEfAL STUDS. METAL STUDS SHALL BE DESIGNED USING
REFR REFRIGERATOR EQUAL QUALIiY TO THE PRODUCT SPECIFlED. THE SCOPE OF THE PROJECT. THE TIME REQUIRED ���1 REVISION
T T I TH A INATI N I TI N 1 __1 F TH
CONC CONCRETE HVAC HEA ING, VENTIU+ING, AR COND TRADE THEY ARE PERFORMANCE SPECIRCATIONS E LO D COMB 0 5 N SEC 0 6053 0 E
CONST CONSTRUCTION HW HOT WATER REQD RE�UIRED IN THAT THEY DO RE�UIRE THAT ALL MANUFACTURED UNDER NO CIRWMSTANCES SHALL THE CONTRACTOR FOR THIRD AND SUBSEQUENT REVIEWS OF A INTERNATIONAL BUILDING CODE, 2000 EDITION. NO ���
RO ROUGH OPENING ITEMS, MATERIALS AND EQUIPMENT BE INSTALLED IN SCALE THE DRAWINGS TO DETERMWE DIMENSIONS. SUBMITTAL WILL BE PAID FOR BY THE CONTRACTOR MCREASE IN ALLOWABLE STRESS IS ALLOWED. �
CONT CONTINUOUS STRICT CONFORMANCE TO THE MANUFACTURER'S REFER TO PL4NS, SECTIONS AND DETAILS FOR ALL TO THE ARCHITECT AT THE ARCHITECT'S STANDARD � PL4N OR TRUE NORTH
CT CERAMIC TILE JST JOIST RECOMMENDED SPEGRCATIONS, EXCEPT IN THE DIMENSIONAL INFORMATION. BILLING RATES, PLUS REIMBURSABLE EXPENSES. DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED
JT JOINT SA SUPPLY AIR CASE WHERE THE CONTRACT DOCUMENTS ARE MORE TO 63 a OF THE STUD SPAN. FOR CANTILEVERS, THE (y, BATT INSULATION; WIDTH OF FRAMING U9.N.
CW COLD WATER SCHED SCHEDULE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEFLECTION DUE TO LATERAL LOAD AT THE END OF THE
SEC SECTION STRINGENT. ANY MISCELLANEOUS ITEMS OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR OG
KIT KITCHEN INSTALL4TION OF ALL SELECTED MATERIALS WHICH � OF THE
DET DEfAIL MATERIALS NOT SPECIRCALLY NOTED, BUT REQUIRED SHALL BE COMPLETE IN ALL RESPECTS PRIOR TO THE VERIFlCATION OF ANY EXISTING CONDITIONS AND ALL CANTILEVER SHALL BE LIMITED TO
DF DRMKING FOUNTAIN LAM LAMINATE SIM SIMILAR FOR PROPER WSTALL4TION SHALL BE FURNISHED CRITICAL DIMENSIONS ASSOCIATED WITH THE CANTILEVER DIMENSION. R� ROOM TAG. REFER TO ROOM RNISH SCHEDIJLE
FlNAL ACCEPTANCE, UNLESS OTHERW6E NOTED. NAME
DIM DIMENSION LAV LAVATORY SPECS SPECIFlCATIONS AND INSTALLED BY THE CONTRACTOR. PROPOSED WORK THE CONTRACTOR SHALL CONFlRM
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 SURFACE MOUMED FlRE EXTINGUISHER
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 O PROVIDED/INSTALLED BY G.C.
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. F.E.
EA EACH 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 100 �OOR WITH �OOR NUMBER.
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 GROUND, EXPOSED TO WEATHER OR IN AREAS OF HIGH
LIFE SAFETY ISSUANCE OF CERTIFICATE OF
EJ EXPANSION JOINT MAX MAXIMUM COMPETENT MECHANICS CAPABLE OF PRODUCING SHALL INSTRUCT THE OWNER IN THE PROPER USE RELATIVE HUMIIDIiY PROVIDE FASTENERS AND
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 qNCHORAGES WITH A HOT DIP ZMC COATWG OF G90 WINDOW OR GLAZED OPENING
SUSP SUSPENDE� SHOULD BE USED. COMMENCING WORK BY A DIRECTED IN THE CONTRACT DOCUMENTS.
EL ELEVATION MECH MECHANICAL GENERAL CONTRACTOR SHALL PROVIDE A THOROUGH COMPLYING WITH ASTM A153 OR PROVIDE FASTENERS
NO ADDITIONAL FUNDS WILL BE APPROVED FOR WORK AND ANCHORAGES OF TYPE 304 STAMLESS STEEL �
EL ELEVATION MEZZ MEZZANWE TB TACK BOARD CONTRACTOR OR SUBCONTRACTOR CONSTITUTES CONSTRUCTION CLEANING AT PROJECT CLOSE OUT, LADDER. REFER TO SECTIONS AND NOTES
ACCEPTANCE OF THE CONDITIONS AND SURFACES PRIOR TO PUNCH LIST WALK THROUGH. OMITTED FROM THE CONTRACTOR'S BID DUE TO LACK WHERE TREATED WMBER (ROUGH CARPENTRY) IS IN
ENG ENGMEER MFR MANUFACTURER TEL TELEPHONE CONCERNED. IF ANY SUCH CONDITIONS ARE THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF OF VERIFlCATION BY THE CONTRACTOR, ExCEPT AS CONTACT WITH OTHER MATERIALS IT MUST BE SEPERATED � METAL STUD FRAMED WALL REFER TO
EXIST EXISTING MIN MINIMUM T.O. TOP OF UNACCEPTABLE, THE GENERAL CONTRACTOR SHALL BE OTHERW6E APPROVED BY THE OWNER FOR WORK INDEX SHEET FOR INFO.
ALL FABRICATED ITEMS, AND PHYSICAL SAMPLES OF qSSOCIATED WITH HIDDEN CONDITIONS WHICH ARE NOT FROM THESE MATERIALS BY A PRODUCT THAT WILL NOT
EXP EXPANSION M.O. MASONRY OPENING TV TELEVISION NOTIFlED IMMEDIATELY, AND NO WORK SHALL BE qLL FINISH MATERIALS SPECIFlED TO THE ARCHITECT ACCESSIBLE PRIOR TO CONSTRUCTION. NLLOW ANY REACTION BETWEEN THE PRESERVATIVE AND � CMU WALL REFER TO SECTIONS AND DETAILS
EXT EXTERIOR TYP iYPICAL PERFORMED UNTIL THE CONDITIONS ARE CORRECTED. FOR REVIEW. A�JACENT MATERIAL COORDINATE WITH LUMBER MANU.
BRICK WALL REFER TO SECTIONS AN� DEfAILS
C O D E ANALYS I S EIFS OVER SUBSTRATE REFER TO
SECTIONS FOR WIDTH AND PROFlLE.
W1 WALL iYPE
f
17 WALL HEIGHT IF DESIGNATED ON PLANS.
APPLICABLE CODES TABULAR OCCUPANT LOAD (1004.1.1) IF NOT, SEE WALL iYPES THIS SHEET.
INDIANA BWLDMG CODE OCCUPANT LOAD FACTOR: 30 GRO55 D RAW I N G S
UNDERSIDE 2006 INTERNATIONAL BUILDING CODE WITH INDIANA AMENDMENTS (ACTUAL � FOR EACH SPACE WILL BE
OF ROOF DECK INDIANA PLUMBING CODE DETERMWED BASED ON THEIR LAYOUTS)
1999 UWFORM PLUMBING CODE WITH INDIANA AMENDMENTS INDEX SHEET
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ACTUAL OCCUPANT LOAD ( I 004. I .I )
iNOinNa e�ecTRica� cooe CIVIL
.O. STRUCTURE 2009 NATIONAL ELECTRICAL CODE WITH INDIANA AMENDMENTS SQUARE FOOTAGE/OCCUPANT LOAD FACTOR: 7,840/30
C001 TITLE SHEET
INDWNA FIRE CODE TOTAL OCCUPANTS: 26� C101 SITE PREPARATION AND DEMOLITION PLAN
2006 INTERNATIONAL FlRE CODE WITH INDWNA AMENDMENTS C102 SITE PLAN
s�� s�� FIRE RESISTIVE REQUIREMENTS (601 AND 602)
3 g MTL STUDS AT 4'-0" 3 8 MTL STUDS AT 4'-0"
QC. MAXIMUM SPACING. O.C. MAXIMUM SPACING. INDIANA MECHANICAL CODE C103 GRADWG PLAN
EXTEND TO UNDERSIDE OF EXTEND TO UNDERSIDE OF 2006 IMERNATIONAL MECHANICAL CODE WITH INDIANA CONSTRUCTION TYPE II-B C104 STORMWATER POLWTION PREVENTION PLAN
STRUCTURE ABOVE STAGGER STRUCTURE ABOVE STAGGER AMENDMENTS C104A STORMWATER POLLUTION PREVENTION SPEGFICATIONS
SUPPORTING STUDS. SUPPORTING STUDS. STRUCTURAL FRAME: NON-RATED
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C105 UTILITY PLAN
INDIANA ENERGY CONSERVATION CODE EXTERIOR BEARING WALLS�. NON-RATED C201 SITE PREP DETAIL SHEEf
CEILING LINE zoio iNOinNa ENERCV coNSERVnTioN cooE
C202 SITE DETAIL SHEET
SEE REFLECTED CEILWG INTERIOR BEARING WALLS�. NON-RATED
PL4N FOR HEIGHT. INDIANA HANDICAPPED ACCESSIBILIiY CODE C203 GRADWG DETAIL SHEET
2003 ANSI A117_1 C204 SWPPP 2 DETAIL SHEET
ADA ACCESSIBILIiY GUIDELMES EXTERIOR NON-BEARING WALLS: NON-RATED
C205 UTILIiY DETAIL SHEET
INTERIOR NON-BEARING WALLS: NON-RATED C301 SPECIFICATIONS SHEET
FLOOR CONSTRUCTION: NON-RATED C302 CARMEL CURB AND PAVING POLICY
C303 PERMEABLE PAVER SPECIFICATIONS
ROOF CONSTRUCTION_ NON-R4TED L101 LANDSCAPE PLAN
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 STRUCTURAL
SIDE UEX END STUD SAAND f SIDE ENTE DR STUDSA ND f SIDE ENTE DR STUDS � 0 f 5 DE EXTE DR GYP BD TO f S DESUEXTBE DR 6YP BDCHO �CCU CL4 SIRCATION (3021): A2 AND M FIRE RESISTANCE RATED CONSTRUCTION (704.5, 601, 602) 5101 FOUNDATION PLAN
5201 ROOF FRAMING PLAN
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): NONE RATED EXTERIOR WALLS: NON-R4TED 5301 SECTIONS AND DETAILS
ROOF DECK AND SEAL ROOF DECK AND SEAL AND GYP BD TO MIN OF 4" ADJACENT CEILING LWE. ADJACENT CEILING LME 5302 SECTIONS AND DETAILS
BETWEEN GYP BD AND BETWEEN GYP BD AND ABOVE FlDJACENT CBLING NON-SEPARATED USES 508.3 2: NONE 5401 GENERAL NOTES AND DETAILS
DECK FOR RRE R.4TED DECK FOR RRE R.4TED �NE. � �� FIRE SEPARATION DISTANCE: NON-RATED
ASSEMBLY. ASSEMBLY. 5402 SECTIONS AND DETAILS
SEPARATED USES (508.3.3): NONE UNPROTECTED OPENING AREA: NON-RATED 5403 SECTIONS AND DETAILS
PROVIDE SOUND BATTS PROVIDE SOUND BATTS PROVIDE SOUND BATTS PROVIDE SOUND BATTS PROVIDE SOUND BATTS 5404 SECTIONS AND DETAILS
INSUL4TION TO MATCH WALL INSUL4TION TO MATCH WALL INSUL4TION TO MATCH WALL INSUL4TION TO MATCH WALL WSULATION TO MATCH WALL CONSTRUC710N 5405 SECTIONS AND DETAILS
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 INTERIOR WALL AND CEILING FINISH REQUIREMENTS (803)
ONLY. ONLY. ONLY. ONLY. ONLY. CLASSIRCATION (602): II-B 5600 MODEL VIEW
SEE FINISH SCHEDULE FOR MATERIALS
ARCHITECTURAL
AUTOMATIC SPRINKLER SYSTEM ALL MATERIALS ARE CLASS A RATED
SPRWKLER SYSTEM REQUIRED (903): NO AL1 FLOOR AND ROOF PLANS
FIRE PROTECTION SYSTEMS AZ, � ROOF PU+N
A3.1 ELEVATIONS
SPRWKLER SYSTEM PROVIDED: NO STANDPIPE SYSTEM (905)�. N�A A5.1 WALL SECTIONS
ALLOWABLEBUILDINGHEIGHT PORTABLE FIRE EXTINGUISHERS (906.1): BY TENANTS A52 WALL SECTIONS
TABULAR HEIGHT (503)�. 55 A5.3 DETAILS
FIN. FLOOR RRE ALARM AND DETEC110N SYSTEMS (907): NONE A5.4 DETAILS
TYPE W5 TYPE W4 TYPE W3 TYPE W2 TYPE W I A6., S�HEO��Es
TYPE W5A TYPE W4A TYPE W3A TYPE W2A TYPE W I A ALLOWABLE BUILDING AREA SMOKE �oNTRO� SYSTEMS �909>: NoNE MECHANICAL, PLUMBING & ELECTRICAL
rnauv,R aRen (ao3): 9,soo sF (nssuMeo n—z)
(PROVIDE TWO HOUR R.4TED (PROVIDE ONE HOUR RATED SMOKE AND HEAT VENTS (910): NONE M001 SPECIFlCATIONS
UNDERWRITERS LABORATORY UNDERWRITERS LABORATORY M002 SCHEDULES DETAILS
BUILDING AREA INCREASE
WALL ASSEMBLY U411 OR WALL SSEMBLY U465 OR pw EGRE55 M101 FLOOR PLAN - HVAC
EQUAL) EQUAL) WALL TYPE GENEI�NL NOTES MCREASE FOR SPRMKLERED BUILDMG (5063): N�A MINIMUM WIDTH FACTOR (1005.1): Q2 E0.1 ELECTRICAL SPECIFlCATIONS
UNLIMITED AREA (507): N�q E02 SCHEDULES AND DIAGRAMS
NOTE; WALL HEIGHT AS MARKED ON PL4N5 IN USE MOLD AND MILDEW RESISTANT GYPSUM REFER TO ROOM FlNISH SCHEDULE FOR ALL REQUIRED MINIMUM WIDTH FROM SPACE (1005.1): 523" E1.1 SITE PLAN AND FIXTURE SCHEDULE COMCHECK
CONJUNCTION WITH WALL TYPE SYMBOL WILL WALLBOARD ON ALL PLUMBING WALLS. USE g�° FlNISH SELECTIONS�, CEILING iYPES AND HEIGHTS; FRONTAGE WCREASE (5062): N/A E2.1 ELECTRICAL PLAN
SUPERCEDE WALL HBGHTS AS SHOWN ABOVE. CEMENT BOARD INSTEAD OF GYP BOARD AND ttPES, SIZES AND LOCATIONS ETC. MINIMUM NUMBER OF ExITS (1019-1)_ 2
SEE SYMBOLS LEGEND THIS SHEET. BEHIND ALL TILE RNISHES. If =(461�461-25)x60�30
ACTUAL NUMBER OF EXITS: 10 F
PROVIDE DEEP LEG DEFLECTION TRACK AT BRACE METAL STUD WALLS TO TOP OF 10TAL ALLOWABLE AREA WITH INCREASES: 9,500 w PROJECT
nCTUn� wiDTri OF EXiTS: 468" � LOCATION
TOP OF ALL METAL STUD WALLS WHERE STRUCTURAL STEEL ELEMENTS-ABOVE CBLING �
STUDS EXTEND TO UNDERSIDE OF ROOF DECK PLANE. COORDINATE REQUIRED BRACE SPACING ALLOWABLE TRAVEL DISTANCE (1016.1): 200' Q
OR STRUCTURE ABOVE WITH STRUCTURAL ENGMEER PRIOR TO
Z
BEGINNWG CONSTRUCTION. CORRIDOR CONSTRUCTION (10V_i)_ N�A j
ACTUAL BUILDING HEIGHT AND AREA �
BUILDING ARFA�. 7,840 MINIMUM CORRIDOR WIDTH (10172): 44" y
Z
BUILDING HEIGHT (FEET/� FLOORS): 19'-3' / 1 FLOOR MAXIMUM DEAD END CORRIDOR (1017.3): 2p' w
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