HomeMy WebLinkAboutThe Bridges Suite 100-170 BID-PERMIT SET 03-02-2020� �
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I 1435 SPRING MILL ROAD
SUITE 100
CARMEL, IN
46032
03-02-2020
BIDIPERMIT SET
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
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oarE: 03/19/20
ARCHITECT
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CURRAN
AR
5719 LAWTON LOOP E. DR. #212
INDIANAPOLIS, IN 46216
O: 317.288.0681
CONTACT : SHAWN CURRAN
.. No. . �
• : AR19600043 ; •
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IN 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 :: 317.288.0661
F :: 317.288.0753
NPuuunbrr p
,o°y1N M. CU
; �,2,P,ftE��srtREa RP,y',:
= No. ' �;
• : AR19600043 ��: •
= s.nrz a '
' A NOIAN> `
�P�� �,n�m
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
a
�
0
a
3
0
SHOWER STALL DIMENSIONS $
ia.= r.o.
�
P�
}
� t
I�
BACK WALL
NOTES:
I. TOPOFGRIPPINGSURFACE33'T036"MAX
SEE NOTES BELOW
t. 12" MINIMUM CIEAR ABOVE GRAB BAR
6" TO Il' MAX
36' SS GRAB 8AR �
9l"�EXCEPT@TANK
TOILRS, WHICH SHALL
BE 36"
CONTROLS MOUMED ON
W IDE SIDE OF TOILET AREA
4Z' SS GRAB BAR
� V
ACCESSIBIE ROIf�E
dP•'
'o
Q
� VERTICAL SS GRAB BAR
z
o �
IS" T048" AFF FOR
OPERABLEOPENING
WIOOBSTRUCTION
FROM GRAB BAR
�
/ I
/I
I
TOILET SEAT COVER
�ISPENSERSHALLBE
MOUNTED IY"(MIM
BELOWGRABRAIL — —
�I z
� ry
� MIRRORMOUNTED@40"
AFF MAX TO BOTfOM OF
REFIECTING SURFACE FlRE AIARM
THERMOSTAT
� LAVATORY SWITCHES
�MSUTATEHOTWATEA PULLSTATION �
&DRAINPIPES
N" MIN PROIECTION
FROM WALL URINAL
— — — — — — � ° � o- —
a
O�
£ DRYER £ � OUTLETS(UON)
v T PERTOWELDISPENSER O � T
�= L��
6" MAX DEPTH X 30" MIN
WIDTH TOE QEARANCE
8" MIN DEPTH X l0" MIN
WIDTH KNEE SPACE
TYPICAL MOUNTING HEIGHTS �
irz., r a.
�
48" MIN
F
2 V Z
U S O
� � 6
u F 0
6 e
TYPICAL ADA INFO
WATER CLOSE➢ WATEA CLOSEfSSHALL BE I]" TO 19" AFF W HEN
MEASURED TO THE TOP OF THE TOILET SEAT AND THE CENTER FOR THE
FlXTURE SHALL BE IB" FROM ONE WALL WITH A CLEAR FLOOR SPACE OF
60" WIDE AND 59" DEEP FOR FLOOR MOUNT AND 56" DEEP FOR WALL
MOUNT
SINK: SWK SHALL BE MOUNTED WITH THE RIM OR COUNTER NO HIGHER
THAN 34' AFF PROVIDE A CLFARANCE OF AT LEAST 19' TO THE BOTTOM
OF THE APRON W ITH AN B"Xt]" KNEE SPACE AND 6"X9" TOE SPACE.
EXPOSED HOT WATER AND DRAIN PIPES UNDER SINKS SHALL BE
INSULATED. FAUCEfSSHALLAELEVER�OPERATED,PUSH-T'PEAND
MOTION SENSOA.
URINALS: URINALS SHALL BE STALLiYPE OR WALL HUNG W ITH THE RIM
AT A MAXIMUM OF I]" AFP AND A 30" X 48" CLEAR FLOOR SPACE.
GRABBARS�.GRABBARSSHALLBE33"T036"AFF THEGRABBARBEHIND
THE WATER CLOSET SHALL BE 36" LONG AND NO MORE THAN 6" OF OF
THE SIDE WALL. THE SIDE WALL GRAB BAR SHALL BE 4t" LONG AND I T'
OFF THE BACK WALL.
MIRROR: MIRRORS SHALL BE MOUNTED 50 THE BOTTOM OF THE
REFLECTING SURFACE IS NO MORE THAN 90" AFF.
PAPER TOWEIIDRYER: PAPER TOWEI/ DRYERS SHALL BE MOUMED NO
HIGHER THAN 48" AFF.
SOAP DISPENSER�. SOAP DISPENSERS SHALL BE MOUNTED NO HIGHER
THAN 48' AFF.
TOILET PAPER: TOILET PAPER DISPENSERS SHALL BE INSTALLED WITHIN 36"
MAX OF THE BACK WALL.
�
CURRAN
,,,�,,,,����RE
5719 LAWTON LOOP E. DR. #212
INDIANAPOLIS, IN 46216
O :: 317.288.0681
F :: 317.288.0753
•��o,������ „� •
`;�,2,P�N�;MrtR a�'�P,y'-.
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= � �. AR19600043 ��: � =
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THIS �RAW ING AN� THE IDEAS, DESIGNS
HND CONCEPRCONTHINEDHEREINARE
THE EHC WSNE INTELLECNAL PROPERTT
OF NRRAN ARCHITEQURE, AND ARE NOT
TO BE USED OR REPRODU<ED, WHOLE OR
IN PART. WITHOUT THE wRITTEN
CONSENT OF CU0.RAN A0.CHITEQU0.E.
�COPYNLHi20lQCIMR9NPR(HIIFL�URE
THE BRIDGES
SUITE 100 DEMISING
FLOOR TRANSITIONS 9
6" = I' 0"
RELEA5E0 FOR CONSTRIlCTION
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
r
�un��\i lo•rvalM��_
oarE: 03/19/20
i
`�� �
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5,
1
-I� � �
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ZO�
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RANGES I O
Il4"= I'�0"
ACCESSIBLE ROUTES 6
1/2" = I' 0"
rnu i nwwo un�ei
FREESTANDING OBJEC
MOUNTED ON POSTS 0
PYLON MAY OVERHAN�
IT' MAX FROM D" TO Bf
ABOVE FINISH FL00
OB�ECT PRO�ECTION FRO�
WALL BETW EEN 3]' TO BO
ABOVE FINISH FLOORSHALI
PROTRUDE NO MORE THAN 4
OBJEQ PROJEQION FROM WALL
LESS THAN 3]" ABOVE FINISH FLOOR
MAYPROTRUDEANYAMOUNT
FLOOR SHALL BE SLIP-RESISTANT
SURFACE AND LWEL WITH MAX
y" CHANGE W LEVEL
VERTICAL CLEARANCES �
IR"= I' 0"
URINAL CLEAR SPACE 4
3/4. _ I. �.
SNDVr
Y X 6" BLOCKING (OMIT BLOCKM(
MASONRY OR CONCRETE W
t Y" X 3" E%PANSION ANCHORS
AT MASONRY OR CONCREfE WALL.
2�#10X1"SCREWSAT WOODOR
AEEL STUD WALL � iYPICAL.
5 a"
3'-0
z-o ro
MIN
�iF
I �
�
��T�I�ET z
£ z
�
TOILET PAPER
VERTIUL GRAB
BAR � SEE DET I
Y
O
�
O
TOILET STALL DIMENSIONS 2
1/2" = I' 0"
GRA88ARSHALLBEIy"TOT' z � �
MAXOIfrSIDEDIAiYPICAL N1 I
1 I QEAR
rJ FLOOR I
� � SPACE
J
48" MIN
GRAB BAR DIMENSIONS 5
�. = I 0.
�
ICLFAR I
IFLOOR I
ISPACE I
� �
SINK CLEAR SPACE 3
3l4"= I'�0"
£
&
PROJECT
- LOCATION�
- ❑
N� KEY PLAN
I 1435 SPRING MILL ROAD
SUITE 100
CARMEL, IN
46032
81 A918GII�i��dEbDlOA]
200038
TYPICAL ACCESSIBILITY
DETAILS
A002
NOTE MAINTAIN44'MINQEARAISLE
EGRESS PATHS TO EXIT DOORS.
�
GENERAL DEMO NOTES
A. �ASHEDLWESINDICATEEXISTINGITEMSTOBEftEMOVED.UNLESS
NOTED OTHERWISE CONTRACTOR SHALL BE RFSPONSIBLE FOR
THE OFFSITE DISPOSAL OF ALL DEMOLITION ITEMS.
8. RELOCATEDITEMSSHALLBEQEANEDANDPIACEDINSTORAGE,
PER OW NERS DIRECTIONS UNTIL ITEMS ARE READY TO BE
REINSTALLED. IF ITEM IS DAMAGED DURING DEMOLITION OR
RELOCATION IT SHALL BE REPAIRED OR REPLACED WITH NEW
ITEM AS APPROVED BY OWNER AT NO EXPENSE TO OW NER.
C DEMOLITIONSHALLBEDONEWITHOUTDAMAGETOEXISTING
CONSTRUCTIONTOREMAIN. WHERESUCHDAMAGEOCCURS
PATCH, REPAIR, OR RESTORE WALLS, FLOORS, CEILINGS ETC, TO
MATCH EXISTING. PROVI�E SHONING, BRACING, 00. Sl1PPORT AS
REQUIRED TO PREVENT MOVEMENT OR SETfLEMENT OF EXISrING
CONSTRUCTION.
D. CONTRAQORSHALLBERESPONSIBLEFORTHECOORDINATION
OF DEMOLITION ITEMS WITH THE OTHER TRADES PRIOR TO THE
START OF DEMO WORK.
E. REMOVEALLEXISTINGCONSTRUCTION,ITEMSANDFINISHES
MADE 0850LETE 8Y, OR IN CONFLICT W ITH NEW
CONSTRUCTION, VERIFY WITH ARCHITECT. 0.EMOVE WIRING
BACK TO SOURCE AT ALL OUTLETS ETC.. MADE 0950LETE BY
WALL REMOVAL OR ANY OTHER NEW CONSTRUCTION.
F. WHEREEXISTINGWALLS,BULKHEADS.ORFlNISHESAREREMOVED
OR PARTWLLY DEMOLISHED, EACH TRADE SHALL BE RESPONSIBLE
FOR PATCHING OR REFlNISHING OF EXISTING CONSTRUCTION
REQUTAED BY THAT TRADES WORK ON THIS PAOJECT. THIS
WORK MUST BE DONE IN A MANNER WHICH W ILL ACCEPT NEW
FINISHES.
G. ALLCONTRACTORSARERESPON518LEFORREMOVALAND
REPLICEMENT OF CEILING GRID AND/OR TILES IN ANY AREA
W HERE THEY NEEo ACCE55 ANo THE EXIAING CEILING IS TO
REMAIN. UNLESSOTHERW6ENOTED,CONTRACTORSHALL
REPLACE ANY CEILING TILES OR GRID DAMAGED IN THIS PROCESS.
H. ATTHEOWNER'SREQUESTSALVAGEDITEMSSHALLBETURNED
OVER TO THE OWNER OR STORED IN AN AREA DESIGNATED BY
THE OWNER.
I. DIMENSIONSSHOWNFOREXISTINGCONSTRUQIONTOBE
DEMOLISHED ARE APPRO%IMATE AND ARE INTENDED TO GIVE A
GENERAL IDFA OF WORK TO BE REMOVED OR WORK TO BE
TEMPORARILY REMOVED IN OROEA TO COMPLETE NEW
CONSTRUCTIDN. COORDINATEOEMouTION WORK WITH
DESIGN IMENTOF NEW CONSTRUCTION TO PROVIDE
ADEQUATE AREA FOR THIS WORK.
J. CONTRACTORMUSTFlELDVERIFYALLAREASANDIORWORKTO
8E DEMOLISHED PRIOR TO BEGINNING WORK. CONTRAQOR
MUST COORDINATE WITH ARCHITEQ ANY DIFFERENCES
BETWEEN FIELD VERIFlED CONDITIONS ANDIOR CONSTRUQION.
AND WHAT IS SHOW N ON DEMOLITION DRAWINGS.
K. PRIORTOBEGINNINGDEMOLITION,DUSTCONTROLBARRIERS
SHALL 8E CONSTRUCTED TO PftEVENT THE SPRFAD OF DUST
INTO SURROUNDING ARFAS.
L EXITINGFROMARUCTUREIFREQUIREDTOPASSTHROUGH
DEMOLITION AREA(5�, SHALL HAVE APPROVED BARRIERS Ef4 TO
INSURESAFfiY OF PUBLIC.
M. WHENAPPLICABLE.REFERTOSTRUQURALMECHANICAL
ELEQRICAL AND PW MBING DEMO DRAWINGS FOR ADDITIONAL
DEMOLITION REQUIREMENTSAND WFORMATION.
N. REMOVEANDREINSTALLALLEQUIPMENTORCONSTRUQION
ON WALLS REQUIRING NEW FINISHES.
0. REFINISHENTIRESURFACESASNECESSARYTOPROVI�EANEVEN
FINISH. REFINISH ENTIftE ASSEMBLIES CONTINUOUS SURFACES
W ILL BE TAKEN TO THE NEAREST INTERSECTION.
P. REMOVEALLDIRT,DUST,DEBRISETC,DAILY. DONOTALLOW
REFUSE TO BLOIX CORRIDORS, AAIRS.OR ANY OTHER TRAFFlC
AREA.
Q. ALLABANDONEDPWMBINGLWESTOBECAPPEDOFFAND
TERMINATED BELOW FINISH FLOOR.
�
CURRAN
ARCHII����
5719 LAWTON LOOP E. DR. #212
INDIANAPOLIS, IN 46216
O :: 317.288.0681
F :: 317.288.0753
CERTIFICATION
�owuq��p
`;�,rP�N��M.€a oU'�P�'%
9ti'
_ No. ,
= • ! AR19600043 �: � =
% srns a =
,q� xqi,�xn
eswe� nP�R�
THIS DRAWING HND THE IDEAS. DESIGNS
AND CONCEP6 CONTAINE� HEREIN HRE
THE EXC WSIVE INTELLEQUAL PROPERTT
OF NRRAN ARCHRECTURE, AND ARE NOT
TO BE USED OR REPRODUCED. WHOLE OR
IN PhRT. WITHOUTTHE WRITTEN
W NSENT OF CURRAN A0.CHITECTU0.E.
QCOPYRIGHTl03Q NP0.9NAPOIRECNRE
THE BRIDGES
SUITE 100 DEMISING
KEYED NOTES
I. REMOVEEXISTINGSTOREFROMDOORS,GIAZINGANDD00R
MULLIONS. TRANSOM ABOVE TO REMAIN. PREP OPENING TO
RECENENEW GLAZING.
2 REMOVESECTIONOFWALLTOCREATEROUGHOPENMGFOR
NEW DOOR. REPAIR MASONRY WALL AS REQl11RED. VERIFY
EXTENTS W FlELD. SEE AI01 FOR MORE INFORMATION.
7. REMOVEEXISTINGGUZING.ALLMULLIONSANDTRANSOM
ABOVE TO REMAIN.
4 EXISTINGGIAZINGTOREMAIN.
5. REMOVEEXISTINGELECTRICALCABINETANDMETER.EXIAING
CONDUIT TO REMAIN. VERIFY EXTENTS M FlELD. SEE EI01 FOR
MORE WFORMATION.
I 1435 SPRING MILL ROAD
$UITE 100
CARMEL, IN
46032
AI N919GII�i�-d@YD1AL]
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
,
�s„� �,.va�'
oarE: 03/19/20
DEMOLITION PLAN I
$CALE
0
PROJECT
— LOCATION�
— ❑
N
NORTH KEY PLAN
200038
DEMOLITION PLAN
DI01
GENERAL NOTES
I. SEEINDEXSHEEfFORADDITIONALCODEEXITINGANDLIFE
SAFETY DATA.
2. AEFERTOREFLECTEDCEILINGPLANANDCONFlRMWITH
LOUL OFFlCIAL FOR FlNAL E%IT SIGN AND EMERGENCY
LIGHTING LOUTIONS.
KEYED NOTES
I. NEWWALLHUNGFIREEXTINGUISHERTHISLOCATION.SHOWN
FOR ftEFERENCE COORDINATE FINAL PLACEMENT AND
MOUNTING HEIGHT WITH LOCAL FIRE OFFlCIALS.
2 EXITSIGNWITH90MINUTEBACKUPANDEMERGENCYLIGHTING
THIS LOCATION. ALL SIGNS AT EXTERIOR DOORS TO HAVE
EMERIOR EMERGENCY EXIT LIGHTS WIRED TO THE EXIT SIGN.
REFER TO MEP PIAN FOA MORE INFORMATION.
3. EMERGENCYLIGHTWRH90MINUTEBACKUPTHISLOCATION.
REFER TO MEP PLAN FOR MORE INFORMATION.
LEGEND
� PATHOFTRAVEL.
FE FlAEEMINGUISHER
�
CURRAN
ARCHII����
5719 LAWTON LOOP E. DR. #212
INDIANAPOLIS, IN 46216
O :: 317.288.0681
F :: 317.288.0753
�owuq��p
`;�,rP�N��M.€a oU'�P�'%
9ti'
= No.
• ! AR19600043 �: •
= r.a,� ff =
,q� xqi,axn
e��A�,=a�m
THIS DRAWING HND THE IDEAS. DESIGNS
AND CONCEP6 CONTAINE� HEREIN HRE
THE EXC WSIVE INTELLEQUAL PROPERTT
OF NRRAN ARCHRECTURE, AND ARE NOT
TO BE USED OR REPRODUCED. WHOLE OR
IN PhRT. WITHOUTTHE WRITTEN
W NSENT OF CURRAN A0.CHITECTU0.E.
QCOPYRIGHTl03Q NP0.9NAPOIRECNRE
THE BRIDGES
SUITE 100 DEMISING
I 1435 SPRING MILL ROAD
$UITE 100
CARMEL, IN
46032
AI N919GIlai�—d@YD1AL]
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
,
�s„� �,.va�'
oarE: 03/19/20
LIFE SAFETY PLAN I
Ila" = I' 0"
0
PROJECT
— LOCATION�
— ❑
N
NORTH KEY PLAN
200038
LIFE SAFETY PLAN
AI 00
TOILET ACCESSORY SCHEDULE
MARK SYMBOL BOBRICMp DESCRIPTION
Tfl � &28BB MULTI�ROLLTOILETTISSUEDISPENSER
G81 � II B.5806X36 36"AND43"GRABBARS
II B�5806X43
u
GAt m B�5806XIB IA"VERTICALGRABBAR
MI O B-I65 MIRRORRO"X3'6"
TDI � Bd944 TOWELDISPENSERIWASTERECEPTACLE
SDI b B811t SOAPDISPENSER
MHI � &339X3/ SHELFWITHMOPANDBROOMHOLDERS
REFER TO WALL iYPE
�ESIGNATION FOR THICKNESS OF
FRAMING, INSULATION, EfC.
BRAKE MEfAL TRIM, MATCH
FRAMING FINISH. HEM OUTER
LEGS.
SEAIANT AND BACKER ROD
ttPICAL AT BOTH SIDES OF
FRAMING.
E%ISTING STOREFRONT FRAMING.
BREAK METAL DETAIL 3
6" = I'-0"
v�
31
SDI iD1 i
�
M1
W3A RFSTROOM
~ GB1
/ �/ � MH1
f �� y2A
Ti1
GB2
GB1
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
,
��n„� �,.va�!
NLARGED RESTROOM PLAN Z
I/T = I' 0"
FLOOR PLAN I
114"=1'-0"
GENERAL NOTES
A. CONTRACTORSHALLBERESPONSIBLEFORVEftIFICATIONOFALL
DIMENSIONS AND J08 CONDITIONS. ANY DEVIATION FROM
WHAT IS NOTED IN DRAW INGS SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITEQ IMMEDIATELY.
B. ALLDIMENSIONSSHOWNAAEFACEOFBRIIX,MASONRYOR
METAL STUD FRAMING, UNLESS OTHERWISE NOTED.
C PROVIDEDEEPLEGDEFLECTIONTRACKATALLMETALSTUD
CONNEQIONS W ITH STRl1CTURE ABOVE. TYPICAL.
�. PROVIDEFIRERATEDWOODBLOCKINGINMETALSTUDWALIS
FOR ANY WALL SUPPORTED ITEMS.
E PROVI�EAPPROVEDFIRERATEDSTOPPINGMATERIAUINANY
OPENINGS IN FIRE RATED ASSEMBLIES.
F REFERTODOORANDWINWWSCHEDULESFORALLMATERIALS
FlNISHES, AND HARDWARE WFORMATION.
G. ALL MATERIALS LOCATED M CEILING PLENUM SHALL BE RATED
FOR SUCH INSTALLATION OR PROTEQED TO PROVIOE
COMPLIANCE. THIS WC W DES BUT IS NOT LIMRED TO
WSUlATION (FHC 15/50) PoW ER AND LOW VOLTAGE WIRWG.
TELECOMMUNICATIONS CABLING, PLUM8ING SUPPLY AND DRAIN
LWES AND SUPPOftTING BRAIXBS AND/OR BLOCKING FOR
CEILING HUNG ITEMS.
H. PRIORTOORDERINGANYPRODUQS,CONTRACTORSHALL
SUBMIT SAMPLES TO THE ARCHITEQ OF ALL FlNISH MATERIALS
TO BE USED ON THE PROJEQ. THE CONTRACTOR SHALL BEAR
SOLE RESPONSIBILRY FOR ANY MATERIALS ORDERED
INCORREQLY W HEN THAT MATERIAL WAS NOT REVIEW ED 8Y
THEARCHITEQ.
I. PROVIDECONCRETEFlLLEDSTEELPIPEBOLIARDSATALL
REQUIRE� UTILITY EQUIPMEM LOCATIONS SUCH AS GAS METERS,
ELECTRICAL TRANSFORMER PANELS, ETC. COORDINATE WITH
UTILIT' COMPANY AND CONTRAQORS, W HEN APPLICABLE, FOR
NECESSARY LOCATIONS. REFER TO CIVIL DRAWINGS FOR
80LLARD SPEQFlCATIONS AND ADDITIONAL INFORMATION.
J. ALLDOORS,UNLESSOTHERWISENOTED,TOHAVEHINGESIDE
SET 4" FROM CORNER SHOWN TO OUTSIDE OF FRAME.
K. UNLESSSPECIFlEDELSEWHERE,ALLINTERIORSLABSANDSLAB
WFILLS TO BE FF�SOIFL-35 OVERALL AND FFd5ffL25 LOUL.
L ALLEXITDOORSTOHAVETAQILEEXITSIGNAGEPER]0340F
THEAN51 I IIJ 20p9
KEYED NOTES
I. SECURETODOORTOREMAINLOCKEDATALLTIMESAND
REMOVE HANDLFS AND COVER OPEN WITH MEfAL PLATES. PUCE
SIGN ON EXTERIOR OF DOOR WHICH READS'DOOR NOT
OPERABLE".
2 WFlLLOPENINGWITH3518'METALSNDSATI6"O.CWITHBATT
INSULATION AND ONE L4YER OF 5/B" GYP. BOARD AND VAPOR
BARRIER ON MTERIOR SIDE.
1. ADACOMPLIANTFLOORMOUNTEDTANKTYPETOILET.
4. ADACOMPLIANT WALL MOUNiE� UVATORY. PROVIDE
PROTEQIVE COVERS ON ALL SUPPLYIWAffE LWES.
5. POURNEwSIABONGRADEWITHbX6W14WWFAVER
EXISTING COMPAQED GRANUTAR AND VAPOR BARRIER
THROUGHOUT EXIAING SPACE. TOP OF SIAA MATCH TOP OF
EXISTWG PERIMETER SLAB. VERIFY M FlELD.
6. WALLTOEXTENTTOFACEOFEXISTINGGLAZING.PROVIDE
PRE�FINISHED AWMINUM CHANNEL OA PAWTED BREAK METAL
BETNEEN END OF WALL ANO EXISTING GLAZING. SEE 31A101 FOR
MORE WFORMATION.
]. 14"X24"MOPSINK. PROVIDE FRPPANEL48"AFFANDI4"MIN.
PASTEDGEOFMOPSWKONEACHSIDE. PAOVIDESFAIANTAT
EDGE OF FRP AND WALL AND EDGE OF FRP AND SINK. PROVI�E
COMPATIBLE BUIXB HANGER FAUCET AND MOP HANGER. SEE
FINISH PUN FOR WALL FINISH.
B. POURNEWSLABMINIMUMI2"BEYONDSHOWNDEMISINGWALL
��U1TI�N.
9. INSTALL NFN GLAZING TO MATCH EXISTING ADJACENT SRE
AND TYPE. SEE SHEET A601 FOR MORE INFORMATION.
�
J PROJECT
� LOCATION�
_ �
N� KEY PLAN
�
CURRAN
,,,,�....����1RE
5719 LAWTON LOOP E. DR. #212
INDIANAPOLIS, IN 46216
O :: 317.288.0661
F :: 317.288.0753
NPuuunbrr p
,o°y1N M. CU
; �,2,P,ftE��srtREa RP,y',:
= No. ' �;
• : AR19600043 ��: •
— srnrz a '
' A NOIAN> `
�P�� �,n�m
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
SUITE 100
CARMEL, IN
46032
�•
BIDiPERMITSET Ol-0b1�30
200038
FLOOR PLAN
A101
oarE: 03/19/20
Ncw
PROVIDE 7HERMOSTAiIC WATER HEATER
CONTROL VALVE TO MAINTAIN PROVIDE SHl1T OFf
HAND SINKS AT MA% 110 �EG
TIE INW EXISTING
� WATER SUPPLY
i
i
i��� j �
�/� � �
/ . I I�
�
�
� I I�
II W ��
I W_�. I �
I � HlN �
�u'cw � �v cw
�iW SINK
SUPPLY ISOMETRIC S
NTs
N�v vENr
mRu Roor
TIE INTO SANITARY II
SEWER LINE
�" ��� ��Z..
W.0
MOP
�4 i
/SIJNK �2/� 7 � ����' I
"I . � F OL ON<-�'/ �Z.. \ I
V DRAIN V
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��ocompliancewithallregula�ions tY ISOMETRIC
of S�a�e antl Local Codes
City of Carmel
,
��n„� �,.va�?
NTS
REFLECTED CEILING PLAN I
I I4' = I' 0"
CEILING LEGEND
(NOT ALL MAY APPL�
O� tX4LEDLIGHTFl%TUREWITHACRYLIQENS.
�
�
�
�
WALL MOUNTED EMEAGENCY LIGHT WITH 90
MINUTE BACKUP_ EQUAL TO NAVILITE NI WFi (2)
54WALLLAMPS, II WATf$TOTAL
WALL OR CEILING MOUNTED EXIT SIGN�LIGHT
COMBO WITH 90 MINUTE BAIXUP. EQUAL TO
NAVILITE NXPC3GWH.4.3 TOTAL WATTS AANDBY
POWER
COMBINATION LIGHT I FAN DUQED TO
E%TERIOR EQUALTO8ft0AN QTX6150FLL(2) IB
WATf LAMM.38 WATTSTOTAL.
ACOUSTICAL TILE CEILING / GRID. REFER TO PLAN
WALL MOUNTED LIGHT SW RCH
3=3WAYSWITCH
4=4 WAY SWITCH
D = ELEQRONIC DIMMER
OS=OCNPANCYSENSOR
NOTE CONTRACTOR IS TO PROVI�E lAYOIfL
ENGWEERING AND STATE SUBMITfAL UNDER
DESIGN�BUILD CONTRAQFORSPRINKERS.
KEYED NOTES
I. MINIMUM6GALLONWATERHEATERABOVECEILING.REFERTO
3/AI 10 FOR MORE MFORMATION.
2. OPEN TO STRUCTURE ABOVE.
1. NEWtX4CEILINGGRID.CENTERINROOMSEEFINISHSCHEDULE
FOR MORE WFORMATION.
q_ EXTENDEXISTINGFIRESUPPRFSSIONHEADSDOWNTONEW
CBLING. FIRE SUPPRESSION CONTRACTOR TO PROVIDE
DRAW INGS TO STATE FOR REVIEW.
5. INSTALLJUNQION BOX ABOVE CEILMG WITH PULL STRINGS FOR
FUNRETENANTSIGNAGE.
6. INSTALLJUNQION BOX A80VE CEILMG WITH PULL STRING FOR
FUTURETENANTLIGHTING.
�
J PROJECT
� LOCATION�
_ �
N� KEY PLAN
CURRAN
n n �... ._ u � U 0 C
5719 LAWTON LOOP E. DR. #212
INDIANAPOLIS, IN 46216
O :: 317.288.0661
F :: 317.288.0753
Nuuuuubp
.o`y�N M. C�,po,,,
���,P. AE��srtiica -. _nt,y'';
= No. ' �,
• : AR19600043 ��: •
= :.ah � =
9 xoiawp
�P�� �,n�m
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�ai30t0 CIMRANPR6RIECNRE
THE BRIDGES
SUITE 100 DEMISING
I 1435 SPRING MILL ROAD
SUITE 100
CARMEL, IN
46032
�•
eio�PEanirsET m-oz�:ozo
200038
REFLECTED CEILING PLAN
AI 10
oarE: 03/19/20
MATERIALS SCHEDULE
MARK MATERIAL MANUFACTURER COLOR PATTERNITEXTURE NUMBER REMARKS
VQ-I VINYLCOMPOSIiETILE AMSTRONG SOFTWARMGRAY STANDARDEXCELON 51861
IMPERIAL
ACT�I ACOUffICCEILINGTILE ARMSTRONG WHITE Z4"X48'FINEFISSURED II61C ARMSTRONGPRELUDEXL15116"TEEGRID,WHITE
SECOND LOOK
FRP-I FIBERREMFORCEDPANEL TBD WHITE STAN�AR�
&I WALLBASE fOHN50NITE STERLINGSILVER MASQUE0.E�EVIEWPpINT fOHNMW-69 �ONTACTTHERESATHOMASAT440-]OB-93180R
THERESA.THOMAS(,a`�OHNSONRE COM
CON�I CONCRErE �- ORIGINALNREDSEALEDCONCRETEFLOORSMOOTHANDL&EL
P�I PRIMER �- ALLWALLSTOBETAPED.FlNISHEDANDPAINTEDWITHONECOATOFPRIMER
ROOM FINISH SCHEDULE
ROOM# ROOMNAME FLOORING BASE NORTHWALL EASTWALL SOUTHWALL WESTWALL CABWETSi CEILINGMAT! REMARKS
COUMERTOPS HEIGHT
100 OPENSUITE CON-I - P-I P-I P-I P-I - AR-��
10'6"AFF
101 STOREROOM CON-I - P-I P-I P-I P-I - AR-��
10'6"AFF
Ibi RESTROOM VQ-I B�I P�IIFRP-I P�IIFRP-I P�IIFRP-I P�IIFRP-I - A�-�� INSTALLFRPONALLWALLSMINIMUM48"AFF
9'-0"AFF
I10 OPENSUITE �- �� �- �- �- �- �
DOOR SCHEDULE
MARK TYPE SIZE MATERIAL FINISH IIATING FRAME MATERIAL FINISH IIATING HFRDWARE REMARI(5
100 FG 3'�6"XT-0" AWM MATCHEX. �- F351M ALUM MATCHE%. �- 01
IOIA F 3'-0"X]'-0" SCWD PREFINISHED - FI HM PAINT - 02 2
1018 F 3'�6"XT-0" INSULA.STEEL PAINT - B HM PAWT �- W I.
101 F 3'�0"XT-0" SCWD PREFINISHED �- FI HM PAINT �- Ol 2
I)OA FG 3'-6"X]'-0" ALUM MATCHEX. - Fl ALUM MATCHEH. - �I
IJOB EXIffING EXISTING EXISTING EXISTING - EXISTING EXISTING EXISTING - EXISTING
NOTES:
L PAINTDOORANDFRAMETOMATCHEXISTINGBUILDINGSTANDARD.
E. DOORFRAMETOBEPAIMEDWITHONECOATOFPRIMER.
SEE DOOR
I SCH_ EDULE_ i
SOLID CORE DOOR
0
�
O
0
TYPE F
SEE DOOR
SCH�_ EDULE_I
�
0
z
TEMP.
TYPE FG
��'1]��I
TYPE Fl
YPI']ii1
DOOR TYPES
NOT TO SCALE
TYPE A
WINDOW TYPES
NOT TO SCALE
DOOR FRAME TYPES
NOT TO SCALE
GENERAL HARDWARE
NOTES
A. ALLLEVERSTOBEADACOMPLIANTSTANLEYIBESTIKCTYPE
WISFIC 6 PIN LG W RES US26D FINISH.
DOOR HARDWARE
HARDWARE SET p01
3 HINGES
� P���
I CLOSER
I EXTERIORCYLINDERLOCK
I PANICDEVICE
I PERIMETERSFAL
I SWEEP
HARDWARE SET p03
3 HINGES
I STORE ROOM WCKSEf
3 MUTES
I CLOSER
HARDWARE SET p03
3 HINGES
I PRIVACYSR
3 MUTFS
I CLOSER
WALLSTOP
HPROWARE SFT p04
3 HWGES
I KEYE�LEVER
3 MIfrES
I CLOSER
I PERMETERSFAL
I SWEEP
GENERAL DOOR AND
GLAZING NOTES
I. ALLPREFlNISHEDWOODDOORSSHALLBESOLIDCOREBIRCH
VENEER. PROVIDE FINISH SAMPLE TO FUTURE TENANT FOR
APPROVAL.
2 WOODDOORSSHALLONLYBEWSTALLEDINCONDITIONEDSPACE.
3. ALLE%TERIORGIAZINGTOMEETTHEFOLLOWINGCRITERIA:
SHGC 10
LLFACTOR 45
4. TEMPEREDAN�ANNEALE�GlA55TOBECLEANE�PER
MANUFACTURER REQUIREMENTS. NYLON CLOTH MEfHOD$
PREFERRED. DO NOT WE RAZOR BLADES ON GLASS.
5. GLASSAROUNDDOOASANDINDOORSSHALLBETEMPEREDUNLESS
OTHERWISE NOTED M ELEVATIONS.
6. ANY RATED DOORS TO HAVE LABEL WSTALLED IN JAMB.
1. ALLE%ITDOORSTOHAVETACTILEEXITSIGNAGEPERJ0340FTHE
ANSI I1I.1 3009
B. ALLDOORSTOBEKEYEDFORMAffERKEY.TENANTRE5PON518LE
F0R REKEYING LOIXS AFTER �ELNERY OF THE lEA$E� PREM6E5.
GLAZING TYPES
TEMP. = SECTION OF GIAZING REQUIRED TO BE TEMPERED -
GLASS-USE I" INSUTATE� TEMPERED GlASS AT EXTEftIOR
APPOCATIONS, AND �' TEMPERED AT INTERIOR LOCATIONS.
E%TERIOR GLASS i0 BE LOW E TINTED.
CURRAN
ARCHII����
5719 LAWTON LOOP E. DR. #212
INDIANAPOLIS, IN 46216
O :: 317.288.0681
F :: 317.288.0753
CERTIFICATION
�owuq��p
`;�,rP�N��M.€a oU'�P�'%
9ti'
= No.
• ! AR19600043 �: •
= r.a,� ff =
,q� xqi,axn
eswe� nP�R�
THIS DRAWING HND THE IDEAS. DESIGNS
AND CONCEP6 CONTAINE� HEREIN HRE
THE EXC WSIVE INTELLEQUAL PROPERTT
OF NRRAN ARCHRECTURE, AND ARE NOT
TO BE USED OR REPRODUCED. WHOLE OR
IN PhRT. WITHOUTTHE WRITTEN
W NSENT OF CURRAN A0.CHITECTU0.E.
QCOPYRIGHTl03Q NP0.9NAPOIRECNRE
THE BRIDGES
SUITE 100 DEMISING
I 1435 SPRING MILL ROAD
$UITE 100
CARMEL, IN
46032
AI N919GII�i�—d@YD1AL]
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
,
�s„� �,.va�'
oarE: 03/19/20
0
PROJECT
— LOCATION�
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N
NORTH KEY PLAN
200038
DOOR AND FINISH
SCHEDULE
A60 I
EXISTING
TRANSFORMER
SUITE 200
EXISTING NEW
EXISTING METER EXISTING METE
CT O 400 AMP �
CABINET 120/308
EXISTING 4" POV GROUNDED CONDUIT
EXISTING 4" POV GROUNDED CONDUIT
IY'�FYII�RF'YS�]I
ti'•WH-410AUL
SUITE 100
NEW
200 AMP
20I208
NEW
ELECTRICAL RISER DIAGRAM L
NOTTOSCALE
2i" W14-4/OAUL
SUITE I]0 EXISTING
HOUSE
N� �METER
400AMP I/ \I
izoizoe I\_JI
I:1�'1��7►[�����
I. INSTALL NFN ELEQRICAL METER TO EXISTING CONDUIT. SEE
llE101 FOR MORE INFORMATION.
2 NEWIWAMPELEQRICALPANEL
3. NEW4WAMPELEQRICALPANEL
4. fUNQIONBOXINSLABWITHPl1LLSTRWGSPOWER.
5. fUNCTIONBOXINSLABWITHFULLSTRINGFOftPOWERAND
DATA.
6- PROVI�ETHREE�3)DATAOUTLBSTHISLOCATIObL
I. ELECTRICAL80XESTOBEINSTALLE�HORIZONTALLY.
8. JUNQIONBOXMOUNTED86"AFFWITHPULLSTRINGSFOR
POWER AND CAT6 DATA LWES.
9. JUNQIONBOXA80VECEILMGFORDEDICATEDDUPLEXOUTLET
AND 3 TERMINATED CAT6 DATA RUNS WITH 30'A" SERVICE LOOP
10. PROVIDEl"CONDUITWITHPULLSTRINGSFROMBUILDING
DEMARC TO THIS LOCATION FOR FIITURE TENANT USE..
I I. OUTLFf INSTALLE� ABOVE STOREFRONT WITH DEDICATED
SWITCH LOCATED IN BACK OF HOUSE.
NOTE CONTRACTOR TO CONFIRM ALL ELECTRICAL REQUIREMENTS
WITH FUTURE TENANT PROVIDED'EXHIBIT Ad'.
ELECTRICAL LEGEND
(NOT ALL MAY APPLY)
m fUNCT10NBOX
� WALLMOUNTEDDUPLEXOUTLETMOUMEDAT
165" AFF U.N.O.
DUPLEX WALL BOX WITH CONDUIT AND PULL
IQ STRINGABOVECEILING.VOICEIDATAWIRMG
AND TERMINATION BY TENANT'S VEN�OR.
�ENOTES MOUNTING HEI6HT OF ITEM. DIMENSION
�4" TOBOTTOMOFCOVERPLATE,UNLESSNOTED
OTHERWISE
GFl DEVICEONGROUNDFAULTINTERRUPTCIRNR
�
CURRAN
,,,,�....����1RE
5719 LAWTON LOOP E. DR. #212
INDIANAPOLIS, IN 46216
O :: 317.288.0661
F :: 317.288.0753
NPuuunbrr p
,o°y1N M. CU
; �,2,P,ftE��srtREa RP,y',:
= No. ' �;
• : AR19600043 ��: •
= :.ah a �
' A NOIAN> `
�P�� �,n�m
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
SUITE 100
CARMEL, IN
46032
�•
BIDiPERMITSET Ol-0b1�30
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
,
��n„� �,.va�?
oarE: 03/19/20
ELECTRICAL PLAN I
114•=1•0•'
0
� PROJECT
� LOCATION�
_ �
N� KEY PLAN
200038
ELECTRICAL PLAN
E101
�
'
CURRAN
n n �.. .. � u � U fl C
5719 LAWTON LOOP E. DR. #212
INDIANAPOLIS, IN 46216
O :: 317.288.0661
F :: 317.288.0753
KEYED NOTES
I. 34X341AY W EGG CRATE RETURNS. MODE4. TITUS SOF.
3. NXt1LAYINSUPPLYDIFUSSER:MODEL:TITUSTMSWITHI3"
NECK.
1. THERMOSTAT.CONFIRMMODELWITHFUTURETENANT
SPECIFICATIONS.
4. NEW 5 TON 14 SEEA GAS NELED BRYANT RTU ABOVE. RTU TO 8E
SET ON NEW CURB. G C TO CONSULT WITH STRUCTURAL
ENGMEER FOR ANT REpUIRE� BRACING. VERIFY EMENT M FlELD.
NPuuunbrr p
,o°y1N M. CU
; �,2,P,ftE��srtREa RP,y',:
= No. ' �;
• : AR19600043 ��: •
= :.ah a �
' A NOIAN> `
�P�� �,n�m
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
SUITE 100
CARMEL, IN
46032
�•
BIDiPERMITSET Ol-0b1�30
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
,
��n„� �,.va�?
oarE: 03/19/20
MECHANICAL PLAN I
I l4" = I' 0"
0
� PROJECT
� LOCATION�
_ �
N
NOftTH KEY PLAN
200038
MECHANICAL PLAN
MI01