HomeMy WebLinkAboutG02-01 - FIRE RESISTANCE DETAILSPerkins&Will
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
�i
`��¢m�' lamn�Ml1 �
onrE: 11 /19/19
�
I I
BOTTOM OF RATED WALL
LINE OF 2 HR ASSEMBLV
31/2" MIN STEEL STU�
2a" OC MA%
5/8" GVPSUM BOARD
1-HR WALLASSEMBV
STEELTRACK-MECHANICALLV
FASTEN 12" OC MAX
SEALANT
FLOOR
1 AN� 2HR
UL �ESIGN'. BW-5-0002
s• = r-o• I aorroM oF RaTEo METa� sTuo wa��
�
�\
�
/
I
♦
�
�
cooaocuarniNwn��
�ESIGN MOVEMENT
W/ SEALANT ALLOWANCE
CURTAIN WALL MULLION
AND GLPZING
1-HR WALL ASSEMBLV
J 6I8" MIN STUD
ACOUSTICALSEALANT
EXTRUDED ALUMINUM TO
MATCH CURTAINWALL FRAMING
COMPRESSIBLE GASKET
1-HR
UL DESIGN WUS-1079
3" = 1'-0" I @ INTERSECTION OF RATED WALL & EXTERIOR GLAZING SYSTEM MULLION
FlRE-RATED FLUTED STEEL ROOF �
�ECKORCONCRETEFLOOR
STLBEAM
JOINTSVSTEM
i tp'Z FURRING OR CHANNELS 24" OC -
SLIP-NPE HEA� JOINT REF
12/A8150
�EFLECTION GAP PER 1 AND 2-HR
STRUCTURAL UL�ESIGN'. HW-0-061]
1-HR WALLASSEMBLV
LINE OF &HR WALL ASSEMBLV
3" = 1'-0" I WALL 8" MAX FROM BEAM FLANGE
FIRE-RATE� FLUTE� STEEL ROOF
DECKORCONCRETEFLOOR
STLBEAM
3" = 1'-0" I WALL CENTERED ON STEEL BEAM
Z-0LIPS
FASTENDEFLECTION
CHANNELTOZ-0LIPS
JOINT SVSTEM
SEALANT
-- DERECTION GAP PER
STRUCTURAL
SLIP-TVPE HEA� JOINT REF
12/A61-50
1-HR WALL ASSEMBLV
LINE OF 2-HR WALL ASSEMBLV
1 AND 2 HR
u�oesicN�. nw-o-azsz
- FIR6RATE�FWTE�STEEL
DECK ROOF OR CONCRETE FLOOR
- I� �
a
��
o�
wy
oa
`�
� � I I I i
� I � �
sen�nNrovea � � ��� I � '��� suP-rvPeHeno�oiNrro
FORMINGMATERIAL � I ---�' � BECENTEREDBENEATH
I I I I nNo PnRnuE� wirn rnE
I I I I vnuEvoFrnEsrEE�
METALSTU�S �r— __..� � FLUTE
BEVOND I I I I
� I I � 1AN�2HR
� L_�i J I u� oesicN�. nw-o-o�ss
.....��__ � FORULD9000RDIOOSEPoES
I I FLOOR AND CEILING DESIGNS
SEALANT I � —. 1"MINT03"MAX-,� I
>k I
REFERENCE4/G02-0tFOR
�oN
HEAD OF WALL PENETRATION
1112"=1'-0" IWALLPERPENDICULARTOFLUTESOFAMETALDECK
. �/ '� ' . -y-
!
�
��v . � I
r� FanMeo oPeNiNc
Mw c�ena Fi��eo w�
SEALANT
— RLLCAVIiVW/
FORMING MATERIAL
LAP SEALANT OVER
.. sPw�vEOFiRE-
RESISTNE MATERIAL
2" MIN
COVERFORMING
MATERIAL WITH iB"
MIN THICK SEALANT
inNoznR --- srEE�eEnM
UL DESIGN�. HWD-0293
FOR UL D900 OR DIDO SERIES FLOOR AND CEILING DESIGNS
n HEAD OF WALL PENETRATION
� 1 112" = 1'-0" I@ BEAM DIAGONALLY INTERSECTING RATED WALL
FiaE-anrEo F�urEo srEE�
ROOF DECK OR CONCRETE
FLOOR
FORMING
MATERIAL
MIN 2" WI�E i6 GA STEEL STRAP
�EFLECTION GAP PER
STRUCTURAL
1" GAP BETWEEN TOP OF
GVP BD AND BOTTOM OF
�EFLECTION TRACK
I I � � SEALANT
I I . ' JOINT9V9TEM,BOTH91DE9
I I � SLIP-NPEHEADJOINTREF
' 12(AG1-50
I I CEILING RUNNER
I 1-IAVER 5/8" GVP BOARD FOR t-
I HR WALL ASSEMBLV
� �-- NUMBEROFGVPBOARDLAVERS
PER PARTITION TVPE AT SIM
1 AN� 2-HR
ULDESIGN'. HW-D-0266
3 HEAD OF WALL
3" = 1'-0" I SLIPTRACK AT FLOOR SLAB (PARALLEL)
— FlRE-RATED FLUTED STEEL ROOF
�ECKORCONCRETEFLOOR
, �:V i � 1. ,���. ._I -Y � l :,.-.
I'�
litl8�411�[N�42\1i821�
--- DERECTIONGAPPER
STRUCTURAL
�— 1"GAP BETWEEN TOP OF
GVP BD AND BOTTOM OF
DERECTION TRACK
— SEALANT
� SLIP-NPEHEADJOINTREF
1PIA6tS0
CEILING RUNNER
LLAVER 5/8" GVP BOAR� FOR 1-
HR WALLASSEMBLV
NUMBER OF GVP BOARD LAVERS
PER PARTITION iVPE AT SIM
i allo aHR
u�oesicN�. nw-o-oim
� HEAD OF WALL
� 3" = 1'-0" I WALL PERPENDICULAR TO A FLUTE
FIRE-RATE� FLUTE� STEEL ROOF
DECKORCONCRETEFLOOR
MINERALRBER
FORMING MATERIAL
SEALANT
I I �
��- �EFLECTIONGAPPER
I I STRUCTURAL
I '� GAPBETWEENTOPOF
I - I GVPBDANDBOTTOMOF
I I oeF�ecrioNrancK
sua-ivaE nEno doiNr REF
I I � 121A8150
I I CEILING RUNNER
� — i �nveR s�e° cvP. eonRo FOR i-
I HR WALLASSEMBLV
I I— NUMBER OF GVP. BOARD LAVERS
PER PARTITION iVPE AT SIM
u�oesicN�. nw-o-aa�a
ULDESIGN�. HW-0-0045
� HEAD OF WALL
3" = 1'-0" I METAL DECK PERPENDICULARTO PARTITION
2218 BRVAN STREET,SUITE200
�ALLAS,TX ]5201
� 214283.8]56
www.perklnswlll.com
CONSULTANTS
ava
AMERICAN STRUCTUREPOINT
�zsa sHnoE�nNo srnnoN
iNoinNnaous, iN aerse
STRUCTURAL
STANTEC
6080 TENNVSON PARKWAV, SUITE 200
PIANQ T%]5024-6003
MEP
SWA$$OCIATE$
1I00 PACIFlC AVE, SUITE 2100
DALLAS. TX ]5201
LANOSCAPING
AMERICAN STRUCTUREPOINT INC.
�seo sHnoe�nNo srnrioN
INDIANAPOLIS, IN 46256
F00� SERVIGE
BOSMA DESIGN SOLUTIONS, INC.
ssa� �oNc PRniRiE Ro. suirE �m-�s�
F�oweR MouNo, rx �soss
GONTRAGTOR
MEYER NAJEM CONSTRUCTION, LLC
inei aNrEaN aono, suirE ioo
FlSHERS. IN 46038
STATE OF
OBN512019 PROJECT
FACILITY:
o INDIANAPOLIS
� REHABILITATION
� HOSPITAL
� 1260 CITY CENTER DRIVE
z� CARMEL, INDIANA46032
H
U
�
� DEVELOPER:
N
� WB DEVELOPMENT
o PARTNERS
LL 4441 WAIRPORT
j FREEWAY, SUITE 330
� IRVING, TX 75062
— KEYPLAN
ISSUE CHART
MARK ISSUE �ATE
JOBNUMBER 14]396.000
ORAWN
CHECKE�
APPROVE�
TITLE
FIRE RESISTANCE
DETAILS
SHEETNUMBER
G02-01