HomeMy WebLinkAboutG001 CODE GENERAL NOTES 2020-01-29 PVA Construction SetUNDERSIDE OF
EXISTING CEILING
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MMERAL WOOL BATT
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2X4 WOOD STUDS AT 16"
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5/e" GVP. BOARD
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W ET AREAS)
2X4 SILL PLATE
BASE AS SCHEDULED
ACOUSTIC SEAL4NT
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SCALE� V2" = 1'-0" 4" PARTITION TO CEILING
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,y�-���"�� LIFE SAFETY PLAN
VV �-% 1/8" _ �,_�,.
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
'�v�:����i l�rcvalM.��
DATE: 02�Z5�2O
CODE ANALYSIS
PROJECT LOCATION
APPLICABLE BUILDING CODES
PROPOSED USE OF FACILITV
OCCUPANCVGROUP
CONSTPl1CTION CLASSIRCATION
MAXIMUM ALLOWAeLE HEIGHT
MAXIMUM PROVIDED
MNXIMUM ALLOWABLE AREA PER FLOOR
MAXIMUM PROVIDE�
MAXIMUM SUITE
OCCUPANTLOAD
(TABLE 1�04.12)
EXITS REQUIRED
EXITS PROVIDED
RATED CORRIDORS REQUIRED
ENCLOSED STAIRS REQUIRED
RATEDSTORAGEROOMS
EXIT ACCESS TRAVEL DISTANCE
MAXIMUM PROVIDED
MAXIMUM COMON PATH OF TRAVEL
ALLOW ED
MAXIMUM PROVIDED
FlRE SUPPRESSION SVSTEM
ENERGV CODE COMPLIANCE
LIFE SAFETY LEGEND
29�0 E 96TH STREET
INOIANAPOLIS, IN 46240
GENERAL ADMINISTRATION RULES (GAR)
(UPDATED OB/OV2014) (AMEN�ED 12/01/2014)
COMPRISED OF 6]5 IAC 12
20141NDIANA BWLDING COOE (IBC) EFFECTNE 1ZOV2014
COMPRISED OF 20121NTERNATIONAL BUILDING
CODE (6�S IAC 19-26J QNDIANA AMEN�MENTSJ
20141NDIANA RRE CODE (IFC) EFFECTNE 12/�1/2014
COMPRISED OF 2012 INTERNATIONAL RRE
CO�E (6]6 IAC 22-2.5) QNDIANA AMENDMENT6)
20121NDIANA PLUMBING CODE QPC) EFFECTNE 12/24i2012
COMPRISE� OF 2006 INTERNATIONAL PLUMBING
CODE (e]5 IAC 16-1 4) (INDIANA AMENDMENTS)
2009 INOIANA ELECTFIGAL CODE QEC) EFFECTNE
08/28/2009 COMPRISED OF 2008 NFPA ]0 (8]51AC 1]-L8)
(INDIANA AMENDMENTS)
20141NDIANA MECHANICAL CODE (IMC) EFFECTIVE
12/V2014. COMPRISED OF 20121NTERNATIONAL
MEGHANIGAL COOE (6]5 IAC 18-1.6)
QN�IANA AMENDMENTS)
20�8 INDIANA BUILDING CODE CHAPTER 11 ACCESSIBILITV
COMPRISE� OF 6]S IAC 1325-12 ANSI A11 ].1-2009
l )
QNDIANA AMENDMENTS)
20101N�IANA ENERGV CONSERVATION CODE QECC)
EFFECTNE OS'0�/2010. COMPRISED OF ASHRAE
STANDARD 90.L200] (6�S IAC 19-4)
QN�IANA AMENDMENTS)
2011 INOIANA ELEVATOR SAFETV CODE QESC)
UPOATED 09i28/2011. COMPRISED OF ANSVASME
A171. 200]; ANSI�ASME A90.1, 2003; ANSI A10A, 2004;
ASME A18.1, 2�05 (6]S IAC 21)
INDIANA BUILDING REHABILITATION STANDARDS (GAR)
UPDATED 12/22/2016. COMPRISED OF 6�5IAG 12-e
QN�IANA AMENOMENTS)
1998 AMEFICAN SOCIETV OF SANITARV ENGMEERS
STANDARD 1051. COMPRISED OF 6]S IAC 16-2
(INDIANA AMENDMENTS)
IN�IANA SW IMMING POOL CODE; GENERAL PROVISIONS
AND DEFINITIONS COMPRISED OF 6751AC 204.1
QNDIANA AMENDMENTS)
SPA OFFICES
B - NONSEPARATED USE (508.92)
V-B (IBC 6�1 � - EXISTMG
40 FT (ONE STORV) QBC TABLE 503)
+/-2P (EXISTING)
8,00� SF QBC TABLE 503)
5,150 SF BLDG FOOTPRINT
2,46� SF SUITE FOOTPRINT
1 ST FLR (OFFCE AREAS)
2,46]SF (100SHPERGROSS) 26
BASEMENT
1,038SF (100SPoPERGROSS) 11
TOTAL 36
1 QBC TABLE 1015.1)
3
NO (TOTAL BUILDING OCCUPAM LOAD LESS THAN 50)
N/A
MECH.ROOMSd00SF, NON-SEPARATEDMIXEDUSE
PER IBC TABLE 508.4
20�' QBC TABLE 10162)
85'
]5' COMMON PATH OF EGRESS QBC TABLE 10143)
1]'-6" (FROM AESTHETICS TO EAST EXIT)
NONE
REQUIRED � SEE COMCHECK REPORT
� FEC FlRE EXTINGUISHER CABINET
O FEB FlREEXTINGl11SHERANDWALLBRACKET
�� DENOTES DIRECTION OF EGRESS
NOTE:
L FlREEXTMGUISHEFLOCATIONSAFEEXISTINGTOREMAIN.
2. OOORS NOT TAGGED ARE E%ISTING TO REMAIN.
GENERALNOTES
1. ALL WALLS ARE DIMENSIONED TO FINISH FACE UNLESS OTHERW ISE INDICATED.
2. ALLGVPSUMBOAROASSEMBLIESTOACHIEVEFIRERESISTANCERATINGSINDICATEDON
DRAW INGS ASTM C 36
3. ROOFlNG SHALL BE CLASS-A (MINIMUM�.
4. ALL SILLS W CONTACT W ITH CONCRETE TO BE PRESSUFE TREATED AND HAVE A CONTINUOUS
SILL SEALER ON ENTIRE PERIMETER OF BUILDING.
5. ALL HANDICAPPED RAMPS SHALL eE BROOM RNISHED PERPENDICULAR TO SLOPE.
CONTFACTOR MUST PROVI�E 0.8 SCOF ON ALL RAMPS. SLOPE RAMPS AT 1:12 (MAX�.
6. MOISTURERESISTANTBOARDSHALLBEUSEDATALLRESTROOMWALLSANDUTILITVROOMS.
]. MAXIMUM FLAME SPREA� RATING ON ALL INTERIOR FINISH MATERIALS SHALL NOT EXCEED 200.
e. ALL EXPOSE� MATERIALS PoR BALCONIES, SOFFlTS, OVERHANGS, ETC. TO BE APPROVED
EXTERIOF GRADE AND PER COOE.
9. FRAMINGATWIN�OWSAN��OORSSHALLBEADEQUATETOMINIMREMOVEMENTANDLESSEN
CFACKING OF EXTERIOR MATERIALS (DOUBLE STUDS RE�UIFED IN SOME LOCATIONS).
10. ANV AND ALL PRECAUTIONS OVER AND ABOVE ANV SHOW N ON PLANS SHALL BE TAKEN BV
CONTRACTOR TO MINIMRE EXTERIOR MATERIALS CRACKING.
11. INSULATE ALL EXTERIOR WALLS WITH UNFACED FlBERGLASS PRESSUFE FlT IN PLACE R-VALUES
AS SHOWN ON OETAILS.
12 CORROSION RESISTANT FLASHING IS REQUIRED AT THE HEAD, SILL, AND JAMBS OF ALL
W INDOWS, ROOF OPENMGS, AND THE INTERSECTION OF ROOF AND FRAME WALLS. SEALANT TO
BE USEO AT THE TOP ANO SIOES TO GUAFANTEE LEAK-PRWF CONSTRUCTION.
13. AD�SEALANTTOALLE%TERIORJOINTSAROUNDWIN�OWSANDOOORFRAMES,BETWEEN
WALL PANELS, AND TO ALL PENETRATIONS OR UTILITIES THROUGH WALLS AND ROOFS. REFER
TO LOCAL CODES FOR REpUIFEMENTS.
14. PROVIDEBITUTHENEATHEAD,JAMB,ANDSILLOFALLDOORSANDWINDOWSUNLESS
OTHERWISE SHOWN ON DETAILS.
15. REFER TO SECTIONS ANO OETAILS FOR HEA�ER SRING.
16. INSTALL BLOCKING IN RESTROOMS FOR GFAB BAR LOCATIONS. MINIMUM BLOCKING SIZE TO BE
2X10.
P. PROVIDE 3 STUD MINIMUM AT ALL EXTERIOR CORNERS.
18. PROVIDE SOLIO BLOCKING AND�OR DOUBLE JOISTS UNDER ALL PERPENDICULAR AND PARALLEL
PARTITIONS AND STAIR OPENINGS.
19. ALL WORK AN� E�UIPMENT TO BE FULLVGUARANTEED FOR ONE (1) VEAR FROM DATE OF FINAL
PAVMENTANDACCEPTANCE.
20. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITV TO PERSONALLV INSPECT THE W ORK IN
PROGFE55, ANO AS A W HOLE ASSURING THAT THE WORK ON ANV OR ALL OR PART OF THE
PROJECT IS REAOV FOR PERIODIC AN�/OR RNAL REVIEW, BEFORE CALLING UPON THE
ARCHITECT AND OWNER TO MAKE THEIR SITHPROJECT OBSERVATION VISIT OF THE WORK.
21. IN COMBUSTIBLE CONSTRUCTION. FlREBLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED
DRAFT OPENINGS (BOTH VERTICAL AN� HORIZONTAL) ANO SHALL FORM AN EFFECTIVE BARRIER
BETWEEN FLOORS, eETWEEN A TOP STORV AND A ROOF.OR ATTIC SPFCE.
22. BATTS OR BLANKETS OF MMEFAL OF GLASS FlBER OR OTHER APPFOVED NONRIGID MATEFIALS
SHALL BE ALLOW ED AS RREBLOCKING IN W ALLS CONSTRl1CTED USING PARALLEL ROW 5 OF
STUDS OR STAGGERED STUDS.
23 FlREBLOCKINGSHALL9EPROVIDE�INCONCEALEDSPACESOFSTUDWALLSANDPARTITIONS,
INCLUDING FURRE� SPACES. ATTHE CBLING AN� ROOR LEVELS AND AT 10-FOOT INTERVALS
BOTH VERTICAL AND HORIZONTAL.
24. JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOORS OR
ROOR/CEILING ASSEMBLIES AND ROOFS OP ROOFCEILING ASSEMBLIES SHALL BE PROTECTED
BV AN APPROVED RRERESISTANT JOMT SVSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE
FOR A TIME PERIOD NOT LESS THAN THE RE�UIRED FIRE�RESISTANCE RATMG OF THE WALL,
FLOOR.OR FOOF OR IN BETWEEN WHICH IT IS IN STALLED.
25. FIRE-RESISTANTJOINTSVSTEMSSHALLNOTBEREpUIREDFORJOINT5INALLOFTHE
FOLLOW ING LOCATIONS�. FLOORS WHERE THE JOINT IS PROTECTE� eV A SHAFT ENCLOSURE;
WALLS THAT ARE PERMITTED TO HAVE UNPROTECTE� OPENINGS; ROOFS WHERE OPENINGS
ARE PERMITTEO; CONTROLJOINTS NOT EXCEEDING A MAXIMUM WIOTH OF 0.625INCH AND
TESTE� IN ACCORANCE W ITH ASTM E 119.
26. PROVIDE PLVWOOD PANELS FOR MOUNTING OF TELECOMMUNICATION AND DATA EQUIPMENT.
2]. REQUIRE� SIGNAGE SHALL BE IDENTITIED WITH APPLICABLE SIGNAGE PER STATE OF INDIANA
OR RRE DEPARTMENT SPECIRCATIONS. OWNER TO CONTACT SIGNAGE CONSULTANT.
28. COORDINATE KNOX BOX LOCATION WITH LOCAL FlFE MARSHAL.
29. GENERALCONTFACTORTOCOOROINATEWITHLOCALUTILITIESTOPFOVIDEAWORKING
TELEPHONE, CABLING, AN� LOW VOLTAGE SVSTEM UNLESSOTHERWISE SPECIFIED.
CONSTRUCTION NOTES
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11.
12.
13.
16.
15.
16.
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18.
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20.
21.
22.
23.
2a
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30.
THE CONTRACTOR SHALL EXAMME AN� BECOME FAMILIAR WITH ALLCONTFACT OOCUMENTS IN
THEIR ENTIRETV. SURVEV THE PROJECT AN� BECOME FAMILIAR WITH THE EXISTING
CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTE� SHALL BE BASE� ON THOROUGH
KNOW LEDGE OF ALL W ORK AND MATERIALS REpUIRED. ANV DISCREPANCV AN�iOR
UNCERTAINTV AS TO WHAT MATERIALOR PRODUCT ISTO BE USE� SHOULD BE VERIFIED WITH
THE OW NER OF ARCHITECT.
ALL GONSTFUCTION SHALL COMPLV W ITH ALL APPLICABLE FE�ERAL, LOCAL, AND STATE CODES
ANDAMENDMENTS.
THE CONTRACTOR SHALL eE SOLELV RESPONSIeLE FOR CONSTRUCTION MEANS, METHO�S,
rECHNiouEs, sEouENCEs. allo aaocEouaEs aEouiREo Foa saFE ExEcurioN allo
COMPLETION OF WORK. AND FOR INITIATING. MAINTAINING AND SUPERVISING ALL SAFETV
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
ANV ERRORS, OMISSIONS OF WGONSISTENGIES ON THESE DRAW INGS OR ANV VAFIATIONS OR
AMBIG WTIES BETW EEN THESE DRAW INGS AN� ACTUAL SITE ANO CONSTRUCTION CONDITIONS
AN�/OR REOUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN
W RITING. IMMEDIATELV.
IN THE EVENT A OISCREPANCV IS FOUND IN THE CONTRACT DOCUMENTS. THE OW NER AN�
ARCHITECT SHALL BE NOTIFIED IMMEDIATELV.
CONTRACTOR SHALL VERIFV ALL DIMENSIONS IN THE FlELD AND NOTIFV THE ARCH ITECT FOR
ANV �ISCREPANCIES PRIOR TO WNSTRUCTION.
CONTRACTOR SHALL VERIFV ALL MEASUREMENTS AT SITE AND BE RESPONSIBLE FOR
ACCURACVAN�CORRECTNESSOFSAME.
CONTFACTOR SHALL COOROINATE HIS WORK W ITH ALL OTHER TRA�ES. NOTIFV ARCHITECT OF
ANV DISCREPANCIES PRIOR TO CONSTRUCTION.
STORE MATERIALS IN SPACES DESIGNATED BV OWNER.
REMOVE Rl1BBI5H FROM PREMISES AS OFTEN AS NECESSARV OF AS DIFECTED TO MAINTAIN
CLEAN AND SAFE PROJECT.
ALL WORK AN� EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE
TURNING SAME OVER TO THE OW NER.
SHOP DRAW ING SHALL eE SUBMITTED TO THE ARCHITECT AND OW NER FOR APPROVAL PRIOR
TOORDERING, FAeRICATION AND INSTALLATION FOR ANV EQUIPMENT.
THE CONTRACTOR SHALL PAV ALL FEES, GNE ALL NOTICES, FlLE ALL NECESSARV ORAW INGS
AND OBTAIN ALL PERM ITS AN� CERTIFICATES OF APPROVAL REpUIRED IN CONNECTION W ITH
ALL WORK UN�ER THESE CONTRACT �OCUMENTS. HE OR SHELL SHALL COMPLV W ITH ALL
LAWS. OR�INANCES, RULES AND FEGULATIONS OF ALL AUTHORITIES HAVING JURIS�ICTION.
THERE SHALL BE NO DEVIATION FROM SPEGFICATIONS WITHOUTTHE WRITTEN APPROVAL OF
THE OW NER. ARCH ITECT, FND�OR ENGMEER.
THE OW NER SHALL EM PLOV AN APPROV EO TESTING LABORATORV TO MAKE ALL TEST FOR
CONCRETE, SOILCOMPACTION, WELDING OF STEEL SHEER NAILING. AND ROOFING TO ENSURE
COMPLIANCE WITH PLANS. STANDARDS AND CODES. ALSO PROVIDE WRITTEN RESULTS TO
ARCHITECT FOF THEIR REVIEW.
DRV WALL INSTALLATION SHALL BE IN CONFOFMANCE W ITH THE GVPSl1M ASSOCIATION'S
RECOMMEN�ED PRACTICES FOR THICKNESS. NAILING, TAPING, AND CORRECT STUD SPACMG.
THE CONTRACTOR SHALL VERIFVTHE SIZE, LOCATION, OPENMGS, AND CHARACTERISTICS OF
ALL WORK ANO EpUIPMENT TO BE FURNISHEO BV THE OWNER OF OTHERS W ITH THE
MANUFACTURER OR SUPPLIER BEFORE STARTING ANV CONSTRUCTION RELATED TO SAID WORK
AND�OR EQUIPMENT.
ALL MATERIALS SHALL BE NEW AN� OF PREFERRED �OMESTIC MANUFACTURE AND SHALL BE
INSTALLE� IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND�OR
RECOMMEN�ATIONS UNLESS OTHEF W ISE IN�ICATE� IN THE �RAW INGS AND SPEGRCATIONS.
ANV CONFLICT FOUND BETW EEN THE MANl1FACTl1REF'S INSTFl1CTIONS AND THE DRAW INGS OR
SPECIRCATIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE OW NER OR ARCHITECT
PRIOR TO INSTALLATION.
DO NOT SCALE �RAW INGS. ALL �IMENSIONS ARE TO FINISH FACE UNLE55 OTHER W ISE
IN�ICATED.
PROVIDE DRVWALL CONTROL JOINTS FOR EVERV 30 FEET OF LENGTH M EACH DIRECTION.
LOCATION OF MECHANICAL UNITS ARE APPROXIMATE. INSTALL PER MANUFACTURER'S
REpUIREMENTS.
CONTRACTOR TO VERIFV W ITH LOCAL UTILITIES ALL PREFERRED LOCATIONS OF ELECTRICAL
TRANSFOFMEFS.METERS,GAS METERS,WATERMETERS,ANDOTHERINFFASTRl1CTl1RE.
THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE FOR AND SHALL REPAIR TO E%ISTING
CONDITION, ANV �AMAGE TO EXISTMG UNDERGROUN� UTILITIES. PIPING, CONDUIT OF
EQUIPMENT.
SPECIRE� PRO�UCTS HAVE BEEN USED IN PREPARING THE CONTRACT DOCUMENTS TO
ESTABLISH MINIMUM QUFLITIES.
EXIT CORRIDORS TO HAVE A MINIMUM 2A�1 �B/C RRE EXTINGUISHEP W ITHIN A]5-FOOT TRAVEL
DISTANCE AND MOUNTED ON THE W ALL OR M CABINETS SUCH THAT THE OPERABLE PARTS ARE
NO MOFE THAN 48" AeOVE FLOOR LEVEL FEFER TO THE BUILDING PLANS FOR LOCATIONS.
STATIC COEFRCIENT OF FRICTION (SCOF) SHALL BE A MINIMUM OF 0.6 FOR ALL RAMP$ AND ALL
ACCESSIBLE ROUTES (SIDEWALKS) Ob TO AVOI� SLIPPERV FOOTING.
THE WNTFACTOR SHALL VERIFV ALL ROUGH OPENINGS.
THE BOTTOM 10 WCHES OF ALL DOORS EXCEPT SLI�MG �OOFS SHALL HAVE A SMOOTH,
UNINTERFUPTED SURFACE TO ALLOW THE OOOR TO BE OPENED BV A WHEELCHAIR FOOTREST
W ITHOUT CREATING A TRAP OR HAZAR�OUS CONDITION.
EVERV EXIT WAV OF CHANGE IN �IRECTION IN AN EXIT CORRIDOR SHALL BE MARKED W ITH
W ELLLIG HTE� EXIT SIGNS HAVING LETTERS OF AT LEAST 5 INCHES IN HEIGHT.
PROTRUDING OBJECTS ARE PROHIeITED ALONG ALL CIRCULATION PATHS WCLUDING
ACCESSIBLE ROUTES AND STAIRS. A MAXIMUM PROJECTION OF 4' FOR OBJECTS GREATER THAN
2]" ABOVE THE FLOOR IS ALLOW ED. ANV PROTRUDING OBJECTS THAT EXTEND GREATER THAN
a" MUST BE MOUNTED W ITH THBR BOTTOM EDGE AT 80" A.EF.
� PROGRESS � STUDIO
PROGRE55 STUOIQ LLC
5915 N. College Ave.. Suite 213
Intlianapalis, IN 46220
31]-9]8-1100
www.iheprogressstutlio.com
IN ASSOCIATION W ITH
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PREPAPEDFOR
PVA Wealth Advisors
3850 Priority Way S. Drive, Suite 118
Indianapolis, IN 46240
PROJECT
PVA Wealth
Advisors Renovation
2900 East 96th Street
Indianapolis, IN 46240
CERTIFICATION
: AR11700002 `.
��'. STATE OF :'
,
rT�NP I ANP,z,`
NO. DATE DESCRIPTION
- 01/29/202� CONSTFUCTION PLANS
DRAWNBV: TL
REVIEWEDBV: JL
PROJECTNUMBER 20004
SHEET TITLE
CODE, GENERAL
NOTES, WALL
TYPES & LIFE
SAFETY
SHEETNUMBER
G001