HomeMy WebLinkAboutA001_The Bridges Suite 100-170 BID-PERMIT SET 03-02-2020_2IN THE EVENT OF QUESTIONS REGARDING THE CONTRACT
DONMENTS, SPECIFlCATIONS, EXISTWG CONDRIONS OR
DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR OBTAINING CLARIFICATION FAOM THE ARCHITEQ
PRIOR TO BID SUBMITTAL AND PROCEEDING WITH ANY
WORK IN QUESTION.
THESE CONTRACT DONMENTS ARE INTENDED TO
DESCRIBE ONLY THE SCOPE AND APPFARANCE OF THE REAL
PROPERTY IMPROVEMENTS, INC W �WG THE PERFORMANCE
AND LEVEL OF QUALITY EXPEQED OF OF ITS COMPONENTS.
IT IS THE CONTRAQOR'S RESPONSIBILITY TO INSURE THAT
ALL WORK COMPLBED AND MATERIALS INSTALLED 6E IN
FULL COMPLIANCE AT A MINIMUM. WITH ALL APPLIUBLE
CW E5, REGULATIONS, AND ORDINANCES HAVING
�URISDIQIONAL AUTHORITY OVER THE PROJEQ.
THESE CONTRAQ DOCUMENTS DO NOT ATTEMPT TO
INSTRUCT THE CONTRAQOR IN THE DETAILS OF HIS
TRADE THEYAREPERFORMANCESPECIFlGTIONSINTHAT
THEY DO REQUIRE THAT ALL MANUFACTURED ITEMS.
MATERIALS AND EQUIPMENT BE INSTALLED W STRICT
CONFORMANCETOTHEMANUFAQURER'SRECOMMENDED
SPECIFICATIONS, EXCEPT IN THE CASE WHEAE THE
CONTRAQ DONMEMS ARE MORE STRINGEM. ANY
MISCELUNEOUS ITEMS OR MATERIALS NOTSPECIFICALLY
NOTED. BUT REQUIRED FOR PROPER INSTALLATION SHALL
BE FURNISHED AN� INSTALLED BY THE CONTRACTOR.
ALL WORK SHALL BE WARRANTED SAT6FACTORY, IN
MATERIALS AND WOAKMANSHIP FOR A PERIOD OF ONE (1)
YEAR.OR FOR THE PERIOD OF WAftRANiY CUAOMARY.OR
STIPULATED FOA THE TRADE CRAR. OR PRODUQ,
WHICHEVEft IS LONGER. ONLY COMPBENT MECHANICS
CAPABLE OF PRODUCING GOOD WORKMANSHIP
NSTOMARY TO THE TRADE SHOULD BE USED.
COMMENCING WORK BY A CONTRAQOR OR
SUBCONTRACTOR CONSTITUTES ACCEPTANCE OF THE
CONDITIONS AND SURFACES CONCERNED. IF ANY SUCH
CONDITIONS ARE UNACCEPTABLE THE GENERAL
CONTRAQOR SHALL BE NOTIFlED IMMEDIATELY, AND NO
WORKSHALL BE PERFORMED UNTIL THE CONDITIONS ARE
CORREQED.
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
�
�{�n„� i,.va��
oarE: 03/19/20
SCOPE NOTES
THECONTAACTORSHALLBERESPONSIBLEFOR RENEWEDSHOPDRAWINGSAN�SUBMITfALS8Y0THERS
FAMILIARIZINGHIMSELFWITHTHEPRO�EQSCOPEOF SHALLNOTBECONSIDEREDASPARTOFTHECONTRAQ
WORK,BUILDINGSTANDAftD5.5CHEDULEAND�FADLWES. DOCUMENTS.THEAftCHITECTASSUMESNORESPONSIBILITY
THECONTRAQORSHALLFURTHERBERESPONSIBLEFOR FORDRAWINGS,SCHEDULES.AND/ORSPEQFICATIONSFOR
ADVISINGTHEOWNEROFALLLONGLEA�ITEMS WOftKONTHEPROJECTPREPAREDBYOTHERS.
AFFECTING THE PRO�EQ SCHE�ULE AND SHALL, UPON
REQUFSTFROMTHEOWNER,SUBMITORDER THEARCHITECTWILLftEVIEWALLSHOPDRAWINGS,
CONFIRMATIONSANDDELNEAYDATESFORSUCHLONG SUBMITTALSANDSAMPLESFORCONFORMITYWITHTHE
LEAD ITEMS TO THE OWNER. CONTftACT DOCUMENTS AN� RETURN THEM TO THE
CONTRAQOR WITHIN SEVEN (]) WORKING DAYS EXCEPT
ALLCONTRACTORORSUPPLIERREQUESTSFOft ASMAYOTHERWISEBEPftOVIDEDFORBYTHEOWNEft.
SUBSTITUTIONS OF SPECIFlED ITEMS SHALL BE SUBMITfE�, IN
wRITING,ACCOMPAMEDBYTHEALTERNATNEPRODUCT THECONTftACTORSHALLNOTREPRODUCEANDMARKUP
INFORMATION.TOTHEARCHITECTNOLATERTHATTEN ANYPARTOFTHECONTRAQDONMENTSFORSUBMITTAL
(IOJBUSINESSDAYS,PRIORTOBIDOPENINGDATE ASASHOPDRAWINGANYSUCHSUBMITfALWILLBE
SUBSTITUTIONSSHALLONLYBECONSIDEREDIFTHEYDO RE�EQED.
NOT SACRIFlCE QUALIiY. FUNCTIONALITY, APPEARANCE OR
WARRANTY.l1NDERNOCIRCUMSTANCESWILLTHE ANYSUBMITTALAEQUIREDTOBEREVIEWEDMORETHAN
OWNERBEREQUIREDTOPROVETHATAPRO�UQ THEINITIALREVIEWANDONE(IJAD�ITIONALREVIEW,
PROPOSEDFORSUBSTITlITIONISORISNOTOFEQl1AL WILLBECONSIDEREDTOBEINEXCESSOFTHESCOPEOF
pUALITYTOTHEPRODUQSPEOFlED.UN�ERNO THEPRO�ECT.THETMEREQUIREDFORTHIRDAND
CIRNMSTANCESSHALLTHECONTRACTORSCALETHE SUBSEQUENTREVIEWSOFASUBMITTALWILLBEPAIDFOR
DRAWINGSTODETERMINEDIMENSIONS. REFERTOPLANS, BYTHECONTRAQORTOTHEARCHITECTATTHE
SECTIONSANDDETAILSFORALLDMENSIONAL ARCHITECT'SSTANDARDBILLMGRATFSPLUSREIMBURSABLE
MFORMATIOfd EXPENSES
THECONTRAQORSHALLBERESPONSIBLEFORTHE THECONTRACTORSHALLBERESPONSIBIEFOR
INSTALLATIONOFALLSELECTE�MATERIALSWHICHSHALL VERIFICATIONOFANYE%ISTWGCONDITIONSANDALL
BECOMPLREINALLRESPEQSPRIORTOTHEFINAL CRITICAL�IMENSIONSASSOCIATE�WITHTHEPROPOSED
ACCEPTANCEUNLESSOTHERW6ENOTED. WORK.THECONTRACTORSHALLCONFIRMTHATALL
WORK OUTLINED WITHIN THE CONTRAQ DOCUMENTS
THECONTRACTORSHALLPRESERVEALLPRINTED UNBEACCOMPLISHEDASSHOWN,PRIORTOBI�
INSTRUCTIONSANDWARRANTYINFORMATIONTHATIS OPENING.THECONTRAQORSHALLNOTIFYTHE
PROVIDEDWITHEQUIPMENTORMATERIALSUSED,AND ARCHITECTOFANVCONDITIONSENCOl1NTEREDWHICH
DELIVERSAIDPRINTEDMATTERTOTHEOWNERATTHE MAYAFFEQBUILDINGCODECOMPLIANCELIFESAFETY.
TIMEOFSU&STANTIALCOMPLBION.THECONTRACTOR ISSUANCEOFCEATIFICATEOFOCCUPANCY,OR
SHALLINSTRUQTHEOWNERWTHEPROPERUSEOFTHE COMPLETIONOFTHEPROJEQASDIREQEDMTHE
EQUIPMENTFURNISHEDBYTHBRTRADE CONTftACTDOCUMENTS.
GENERALCONTftACTORSHALLPROVIDEATHOROUGH NOADDITIONALFUNDSWILLBEAPPROVEDFORWORK
CONARUQIONCLEANINGATPROJECTCLOSEOUT,PRIOR OMITTEDFAOMTHECONTRAQOR'SBI�DVETOLACKOF
TOPUNCHLISTWALKTHROUGH. VERIFICATIONeYTHECONTRACT00.,E%CEPTAS
OTHERW ISE APPROVED BY THE OW NER FOR WORK
THECONTRACTORSHALLSUBMITSHOP�RAWINGSOFALL ASSOCIATEDWITHHIDDENCONDITIONSWHICHARENOT
FABRICATEDITEMS,ANDPHYSICALSAMPLESOFALLFlNISH ACCESSIBLEPRIORTOCONSTRUQION.
MATERIALS SPEQFlED TO THE ARCHITEQ FOR REVIEW.
REFER TO PAO�ECT MANl1AL (WHEN APPLICABLE) FOR
ADDITIONAL REQUIREMENTS AND DIRECTIONS.
ALL INTERIOft FINISHES SHALL COMPLY W ITH CHAP�ER
EIGHT (B) OF THE 3013 IMERNATIONAL BUILDING CODE
WITH IN�IANA AMEN�MENTS.
LIGHT GAGE MEfAL STUDS; STUDS, THEIR COMPONENTS
AND THEIR CONNEQIONS SHALL BE ENGWEERED BY A
PROFESSIONAL ENGWEER LICENSED IN THE STATE WHERE
THE PRO�EQ IS LOCATED. THE ENGINEER SHALL AFFlX THEIR
SEALANDSIGNATURETOSHOPDftAWINGSAND
CALNLATIONS SUBMITTED FOR REVIEW.
ffEELRE UIREDTOTRANSMITGRAVITYAND/ORLATERAL
Q
LOADS TO THE STRUCTURE NOT DETAILED ON THE
STRUCTURAL DRAWINGS IS THE RESPONSIBILITY OF THE
METAL STUD SUPPLIER TO DESIGN, DETAIL, PROVIDE AND
WSTALL.
METALSTUDSSHALLBEDESIGNEDTOSUPPORTTHELOADS
SHOWN IN THE DESIGN DATA IN AD�ITION TO THE
WEIGHT OF THE MATERIALS ATTACHED TO THE METAL
STUDS. METAL STUDS SHALL BE �ESIGNED USING THE LOAD
COMBINATIONS W SECTION 16053.1 OFTHE
INTERNATIONAL BUILDING CODE, 2012 EDITION. NO
WCRFASE IN ALLOWABLE STRFS515 ALLOW E�.
DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED TO
�
OF THE STUD SPAN-FOR CANTILEVEftS THE DEFLECTION
DUE TO LATERAL LOAD AT THE END OF THE CAMIL&ER
SHALL BE LIMITED TO i-� OF THE CANTILEVER DIMENSION.
METAL STUD MANUFAQURER SHALL DETERMINE FINAL
UYOUT AND GAUGE OF STUDS TO MEET THE
ARCHITECTURALANDSTRUCNRALRE UIREMENTS.
Q
WHERE RO W H URPENTRY IS M CONTACT WITH THE
GROUND, E%POSED TO WEATHER OR IN ARFAS OF HIGH
REIATIVE HUMIDIiY PROVIDE FASTENERS AND
ANCHORAGFS WITH A HOT DIP ZINC COATING OF G90
COMPLYING WITH ASTM AI53 OR PROVIDE FASTENERS AND
ANCHORAGFS OF TYPE 304 STAMLESS STEEL
ALL WOOD SHEATHING TO BE FIRE TREATED 11NLFS5 NOTED
OTHERWISE.
UNDERSIDE OF
ROOF DECK
B.O. STRUCTURE
3'e' MTL STUDSAT 4' 0" OC
MAXIMUM SPAQNG. EXTEND TO
UNDERSIDEOFSTRUCTUREABOVE.
STAGGERSUPPORTINGSTUDS.
CEILING LINE
SEE REREQED CEILING
PLAN FOR HEIGHT.
6'l33 GAUGE. MTL ffUDS C
16' OC WITH ONE IAYER OF
%� GYPSUM WALLBOARD @
TENANT SIDE ExTEND
SR1�5 AN� G WB. TO
UNDERSIDE OF ROOF DECK
AND SEAL 6EiWEEN GWB
AND DECK FOR FIRE RATED
ASSEMBLY.
PROVIDE SOUND BATfS
INSUlATION TO MATCH
WALL W IDTH AT WALL
TYPE W3AONLY.
35/e�.�SGAWE, MTL
STUDS @ 16" OC WITH
ONEIAYEROF°e"GYPSUM
WALLBOARD @ EACH SIDE.
EXTEND STUDS AND G W8
TO UNDERSIDE OF RWF
DECK.
PROVIDE SOUND 8ATf5
INSUlATION TO MATCH
WALL WIDTH AT WALL
TYPE W3AONLY.
3%" MTL STUDS @ 16' OC
W RH ONE LAYER OF %"
GYPSUM WALL80ARD @
EACH SIDE. E%TEND
GYPSUM BOARD TO MIN
OF4"ABOVEADfACENT
CFLING LINE.
PROVIDESOUNDBATiS
INSULATION TO MATCH
WALL WIDTH AT WALL
TYPE W IA ONLY.
TYPE W2 TYPE W I
TYPE W2A TYPE WIA
FIN FLOOR
WALL TYPE GENERAL NOTES
D. BRACEMETALSTUDWALLSTOTOPOF
ARUCTURALSTEELELEMENTSABOVECBLIN6
PLANE. COORDINATE REQUIRED BRACE SPACING
WITH STRUCNRAL ENGINEER PRIOR TO
BEGINNING CONSTRUQION.
E. REFERTOROOMFINISHSCHEDULEFORALLFINISH
SELECTIONS�, CEILING TYPES AND HEIGHTS�, AND
TYPES. SIZES AND LOCATIONS ETC.
F. ALLSTUDWALBCRFATINGACONCFALEDWALL
SPACE TO HAVE FIREBLOCpNG AT INTERVALS NOT
EXCEE�ING I O' 0' PER ] I821 BC 2012
A. NOTBWALLHEIGHTASMARKEDONPLANSIN
CONfUNCTION WITH WALLiYPESYMBOL WILL
SUPERCEDE WALL HEIGHTS AS SHOW N A80VE. SEE
SYMBOLS LEGEND THIS SHEET.
B. PROVIDEDEEPLEGDEREQIONTRACKATTOPOF
ALL METAL STUD WALLS WHERE SNDS EXTEN�
TOUN�ERSIDEOFROOFDECKORSTRUCTURE
ABOVE.
C. USEMOLDANDMILDEWRESISTANTGYPSUM
WALLBOARD ON ALL PWMBING WALLS. 11SE 98"
CEMENT BOARD INSTEAD OF GYP 80ARD BEHIN�
nu TaE FiNisH�s.
WALL TYPES
NOT TO SCALE
TYPE W3
TYPE W3A
(PROVIDE ONE HOUR RATED
UNDERW RITERS UBORATORY
WALL ASSEMBLY U465 OR EQl1AL)
AQ ACOUSTICALCEILMGTILE
ADDL ADDITIONAL
AFF ABOVEFINISHEDFLOOR
AWM AWMINUM
ANOD ANODIZED
APP APPRO%IMATE
ARCH ARCHITECT
AWT ACOUSTICALWALLTREATMENT
BLDG BUILDING
BLKG BLOCKMG
BO. BOTTOMOF
BOT BOTTOM
BRG BEARING
CAB UBINET
C� CONTROLf01NT
CL CENTERLWE
CLR CLFAR
CMII CONCREfEMASONRYUNIT
CONST CONSTRUCTION
COL COLUMN
CONC CONCREfE
CONT CONTINUOUS
CPT CARPEf
Q CERAMICTILE
CW COID WATER
DET,DTL DBAIL
DF DRINKING FOUNTAIN
DIA DIAMEfER
DIM DIMENSION
�WG�S) DRAWING�S�
EA FACH
K EXPOSEDCEILING
EIFS EXTERIORINSUUTIONFINISHSYSTEM
EJ EXPANSION�OINT
EL ELEVATION
ENG ENGINEER
EQ EQUAL
EXIST EXISTING
EXP EXPANSION
EM EXTERIOR
FD FLOOR DRAIN
FE FIREEXTINGUISHER
ABBREVIATIONS
FEC FIREEXTINGUISHERCABWET
FW FINISH
FLR FLOOR
FR FIRERETARDANT
FT FEET
GA GAl1GE
GB GRABBAR
GC GENERALCONTRACTOR
GYP BD GYPSUM BOARD
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HP HIGH POINT
HVAC HFATWG,VENTILATING,AIRCONDITIONING
HW HOTWATER
INSUL WSULATION
�sT �oisT
�i �oiNi
KR KITGHEN
UM UMINATE
UV UVATORY
LLH LONG LEG HORIZONTAL
LLV LONGLEGVERTICAL
MAS MASONftY
MAT MATERIAL
MAX MAXIMUM
MB MARKERBOARD
MECH MECHANICAL
MEZZ MELUNME
MFR MANUFACTURER
MIN MINIMUM
MO MASONftYOPENING
MTL MEfAL
NIC NOTINCOMRACT
OC ONCEMER
0� OUTSIDE �IAMETER
OH OPPOSITEHAND
OPNG OPENING
OPP OPPOSITE
OTO OUTTOOUT
PUSUM PlASTICLAMINATE
PLWD PLYW00�
CODE ANALYSIS
APPLICABLE CODES
INDIANA BUILDING CODE
20141NDIANA BUILDING CODE
INDIANA PLUMBING CODE
20121NDIANA PLUMBING CODE
INDIANA ELECTRICAL CODE
2W9 INDIANA ELECTRICAL CODE
INDIANA FIRE CODE
20141NDIANA FIRE CODE
INDIANA MECHANICAL CODE
2014 INDIANA MECHANICAL CODE
INDIANA CONSERVATION CODE
20101NDIANA ENERGY CONSERVATION CODE
INDIANA HANDICAPPED ACCESSIBILITY CODE
2009 ANSI AI I ].I
ADA ACCES5181LITY GUIDELINES
OCCUPANCY(OVERALLBUILDING)
CLASSIFlUTION (30L ��.
OCNPANCY (TENANT SPACE)
CVSAFlUTION (3021��.
ACCESSORY USES (5081.1):
NOPlSEPARATED USES (50832)_
SEfARATED USES (5083.3]�
AUTOMATIC SPRINKLER SYSTEM
SPRINKLER SYAEM AEQUIRED (903):
SPRWKLERSYffEM PROVIDED�.
ALLOWABLE BUILDING HEIGHT
TABUUR HEIGHT (503��.
ALLOWABLE BUILDING AREA
TABUUR ARFA (SWp
BUILDING AREA INCREASE
INCREASE FOR SPRINKLERED BUILDMG (5063J�.
UNLIMITED AREA (SOJ��.
FRONTAGE WCREASE (506.P):
If= (FIP- 15) x W l30
TOTALALLOWABLEAREAWITHINCREASES:
Aa=Av �(Av x IQ t(Avx Is)
Aa = FlLL IN
B&M
M
NIA
NIA
N,A
NO
YES
40' I I FLR
9,000
200%
NIA
NIA
1].000 SF
PS PRO�ECTIONSCREEN
QT Ql1ARRYTILE
R RISER
RA RETl1RNAIR
RB AESILIENTBASE
REF REFERENCE
REFR REFRIGERATOA
REQD REQl11RED
RO ROUGHOPENING
SA Sl1PPLYAIA
SCHED SCHEDULE
SCWD SOUDCOREW00�D00R
SEC SECTION
SF SQUAREFOOT
SIM SIMIUA
SPECS SPECIFICATIONS
SS STAWLFSSSTEEL
STD STANDARD
STL STEEL
STRUQ STRlIQl1RAL
SUSP Sl1SPENDED
TB TACKBOARD
TEL TELEPHONE
T0. TOPOF
TRTD TRFATED
TV TELEVISION
TYP TYPICAL
UNO UNLFSSNOTEDOTHERWISE
lIR URINAL
VCT VINYLCOMPOSITIONTILE
VERT VERTICAL
VIF VERIFYINFIEL�
VT VINYLTILE
WI WITH
WIO WITHOIfr
WB WOODBASE
WC WATERCLOSET
WD WOOD
WH WATERHFATER
WP WORKINGPOINT
ACTUAL BUILDING HEIGHT AND AREA
AUILDING AREA�.
PROJEQAREA�.
BUILDING HEIGHT (FEET / k FLOORS�:
TABULAR OCCUPANT LOAD (100/.1.1)
OCCUPANTLOA�FACTOR:
ACTUAL OCCUPANT LOAD (1001.11)
SQUAREFOOTAGEIOCNPANTLOADFACTOR:
TOTAL OCNPANTS:
FIRE RESISTIVE REQUIREMENTS (601 AND 601)
CONSTRUCTION TYPE
STRUQURAL FRAME:
E%TERIOR BEARING WALLS:
IMERIOR BFARING WALB:
E%TERIOR NON-BEARING WALLS�.
IMERIOR NON-BEARWG WALLS
FLOOR CONSTRl1QI0N:
ROOFCONSTRUQION:
SHAFTS:
FIRE RESISTANCE RATEU CONSTRUCTION (]01, 601, 60E)
aarEo ExTEwoa wnut
FIRE SEPARATION DISTANCE
UNPROTECTED OPENING ARFA:
INTERIOR WALL AND CEILING FINISH REQUBEMENTS (803)
SEE FlNISH SCHEDULE FOR MATERIALS
ALL MATERIALS ARE CLASS A RATED
FIRE PROTECTION SYSTEMS
STANDPIPE SYffEM (905��.
PORTABIE FIRE EXTINGUISHERS (906J �
FIRE ALARM AND DEfEQION SYSTEMS (9Wg
SMOKE CONTROL SYffEMS (909F
SMOKE AND HFAT VENTS (910):
EGRESS
MINIMUM WIDTH FACTOft (10p5.1}
REQUTAED MINIMUM WIDTH FAOM SPACE Q005.1 j
MINIMUM NUMBER OF EXITS ( I015J:
AQUAL NUMBER OF EXITS:
AQUAL WIDTH OF E%ITS:
ALLOWABLE TRAVEL DISTANCE (1016.t):
CORRI�OR CONSTRUCTION (IOI&p:
MINIMUM CORAIDOA WIDTH (10182k
MAXIMUM DEAD END CORRIDOR Q OI BQ�.
O
O
�
#
O
0
�
ROOM
NAME
X
AXX
�
X
arxx
�
� X
' XX
\ JI
\
XXX' X"
XXX
'—� V
N
NORTH
�
FE
0
O
FE
S,BOOSF Ipp
L545 SF
15' I I FLR �
30
1393/30
4J
V-B
N/A
N/A
NIA
NIA
N/A
N/A
N/A
N/A
wn
NlA
NlA
IIIIIIIIIIIIIIIIIIIIIIII
�
`—�
/
/
WF
Il'
EXISTING
SEE PLAN
NlA
NIA
NIA
JS
].I•
t
]1
250'
N/A
36"
NIA
SYMBOLS
(NOT ALL MAY APPLY)
KEYED NOTE
W INDOW OR GLAZED OPENING TAG
IF WINDOW � Wti
IF AOAEFRONT � SF.t
IF NRTAINWALL CW#
ACCESSORY TAG
EQUIPMENT iAG
FINISH TAG
ROOM TAG
ELEVATION TAG � INTERIOR OR EXTERIOR
SECTION CUT AT AftEAS SHOWN SMALL SCALE
ENURGED PLAN
ELEVATIONTARGET. FINISHEDFLOOR=O'-0"UNO
REVISION
PLAN ORTRUE NORTH
BATT INSULATION � WIDTH OF FRAMING UNO
FIRE EXTINGUISHER W SEMI-RECFSSED CABINET
PROVIDED I WSTALLED BV GC
SURFACE MOUNTED FIRE EXTINGUISHER
PftOVI�ED I INSTALLE� BY GC
DOOR WITH DOOR NUMBER
W INDOW OR GLAZED OPENING
STUD FRAMED WALL- REFEft TO INDEX SHEET FOR
INFORMATION
CMU WALL � REFER TO SECTIONS AND DEfAILS
BRICK WALL � REFER TO SECTIONS AND DEfAILS
EIFS OVER SUBSTRATE - REFER TO SECTIONS FOR
W IDTH AND PROFlLE
EXISTING DOOR- REFER TO DOOR SCHEDULE
EXISTING FRAMED WALL
EXISTING WINDOW WITH SILL AND / OR STOOL
DEMO'D DOOR
DEMO'D WALL
WALLttPE
WALL HEIGHT IF DESIGNATED ON PLANS. IF NOT.
SEE WALL TYPES THIS SHEET
DRAWINGS
CO`/Eft
ARCHITECTURAL
A001 INDEX
A002 TYPICALACCESSIBILIiTDETAILS
DI01 DEMOLITIONPUN
AI00 LIFESAFEfYPIAN
AI01 FLOORPLAN
A110 REFLEQEDCEILINGPLANANDPLUMBINGI50's
A601 DOORANDFINISHSCHEDULES
EI01 ELECTRICALPLAN
CURRAN
n n �.. .. � u � U fl C
5719 LAWTON LOOP E. DR. #212
INDIANAPOLIS, IN 46216
O :: 317.288.0681
F :: 317.288.0753
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= No. ' �;
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= s.nrz a '
' A NOIAN> `
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THIS �RAW ING ANO THE IDEAS, DESIGNS
AND CONCEPRCONTAINEDHEREINARE
THEEXCLUSIVEINTELLEQUALPROPERTY
OF NRRAN ARCHITEQURE. AND ARE NOT
TO BE USED OR REPRODUCED. WHOLE OR
IN PA0.T. WITHOUTTHE W0.1TfEN
CONSENT OF N0.RAN A0.CHITECN0.E.
cO �P��Mi 303Q CIMFAN AR6OIECNRE
THE BRIDGES
SUITE 100 DEMISING
I 1435 SPRING MILL ROAD
suire ioo
CARMEL, IN
46032
�•
BIDiPERMITSET Ol-0b1�30
200038
INDEX
A00 I