HomeMy WebLinkAbout05050050.42ASPHAL
ROOF II
SYSTEP
METAL I
METAL I
STEEL
INSULA
STRUC'
STEEL)
ALUMIN
(SEE SF
T.O. STI
ELEV. =
DOUBLI
BOARD
1 x12 AZ
AZEK C
2x BLO(
REQUIF
DOUBL'
(SITS II`
PLATE)
WOOD
BRICK
GAUGE
AK T.O. RO
ELEV. =
WOOD
HEADE
STRUC'
D.H.
SPE(
LIME
SILL
WOC
2" C(
M ET
MET
SEC,
NqF ELEV
T.O.
ELEV
STEI
INSL
STRI
DOU
(SIT:
PLAT
BRIC
GAU
T.O.
ELE`
WO(
HEA
STR
D.H. WINDOW (SEE
SPECIFICATIONS)
LIMESTONE WINDOW
SILL
WOOD STUD WALL
BRICK VENEER
BRICK WATERTABLE
FIRST FLOOR FINISH
ELEV. = 0' -0"
METAL GRATE
4" CONCRETE BLOCK
2" CONCRETE TOPPING
OVER 2" INSULATION
OVER 8" PRECAST .•
PLANKS
I
• r=te °�� r ,--�� I
5
LOUVERED EXHAUST
VENT
16" REINFORCED
CONCRETE WALL (SEE
STRUCTURAL)
CONCRETE TOPPING
OVER 8" PRECAST
PLANKS(SEE
STRUCTURAL)
T.O. SLAB PERIMETER
ELEV. = - (10' -3 ")
• 4
12" REINFORCED
CONCRETE WALL (SEE y
STRUCTURAL)
• i
LOUVERED EXHAUST
VENT
12" REINFORCED
CONCRETE WALL (SEE
MR
STRUCTURAL)
I
PILASTER BEYOND I_ . -*I
6" REINFORCED
CONCRETE SLAB OVER
12" MIN. GRANULAR FILL
(SEE STRUCTURAL) —
CRUSHED STONE TO
DRAIN WATER TO
PERIMETER DRAIN —
REINFORCED g h ,t• 1•tr,' t�rtiZO
CONCRETE FOOTING
ON
(SEE STRUCTURAL)
MANS.-
TO. SLAB PERIME R
''i•'zr•�Nrifu■dn Y
Ili � ���Y"u:�4•+S1i�T.�b`i 1 Qib➢5�1�•L
g North.
Scale: 1/2" = 1' -0"
ASPHALT SHINGLES
ROOF INSULATION
SYSTEM
METAL ROOF DECK
METAL ROOF TRUSS
STEEL BEAM WITH
INSULATED CAVITY (SEE
STRUCTURAL)
STEELANGLE SUPPORT
ALUMINUM GUTTER
(SEE SPECIFICATIONS)
T.O. STEEL BEAM Ob
ELEV. = 29' -6"
DOUBLE 2x10 FASCIA
BOARD
1x12 AZEK FASCIA TRIM
AZEK CORNISE SYSTEM
2x BLOCKING AS
REQUIRED
DOUBLE TOP PLATE
(SITS INSIDE STEEL TOP
PLATE)
WOOD STUD WALL
BRICK VENEER
GAUGED FLATARCH
T.O. ROUGH OPENING AIK
ELEV. = 23' -6"
WOOD WINDOW
HEADER (SEE
STRUCTURAL)
D.H. WINDOW (SEE
SPECIFICATIONS)
LIMESTONE WINDOW
SILL
WOOD STUD WALL
2" CONCRETE TOPPING
METAL FLOOR DECK
METAL FLOOR TRUSS
SECOND FLOOR FINISH
ELEV. = 14' -2"
T.O. STEEL BEAM
ELEV. = 13' -5"
STEEL BEAM WITH
INSULATED CAVITY (SEE
STRUCTURAL)
DOUBLE TOP PLATE
(SITS INSIDE STEEL TOP
PLATE)
BRICK VENEER
GAUGED FLATARCH
T.O. ROUGH OPENING AK
ELEV. = 9' -4"
WOOD WINDOW
HEADER(SEE
STRUCTURAL)
Wall Section-East
u�
)OW (SEE
ATIONS)
ASPHA
ROOF
SYSTE
METAL
METAL
STEEL
INSUIJ
STRUC
STEEL
ALUMII
(SEE S
T.O. ST
ELEV.
DOUBL
BOAR[
1x12X
AZEK(
2x BLC
REQUI
DOUBL
(SITS I
PLATE
WOOD
BRICK
GAUGI
AIK T.O. R(
ELEV:
WOOD
HEADE
STRUC
D.H.
SPE(
LIME
SILL
WOC
2" C(
MET)
MET
AIIIN SEC(
ELE\
T.O.
ELE\
STEE
INSL
STRI
DOU
(SIT:
PLAI
BRIC
GAU
T.O.
ELE\
WOC
H EAI
STRI
rE TOPPING
D.H. WINDOW (SEE
JE WINDOW
SPECIFICATIONS)
SEE
LIMESTONE WINDOW
UD WALL
SILL
JERTABLE
WOOD STUD WALL
FE PAVERS
BRICK VENEER
REINFORCED
12" REINFORCED
FE SLAB OVER
CONCRETE WALL (SEE
RANULAR FILL
BRICK WATERTABLE—
)OR FINISH
FIRST FLOOR FINISH
p
ELEV. = 0' -0"
LETE BLOCK
4" CONCRETE BLOCK —
LETE TOPPING
2" CONCRETE TOPPING
NSULATION
OVER 2" INSULATION
'RECAST
OVER 8" PRECAST
PLANKS
ORCED
16" REINFORCED
FE WALL (SEE
CONCRETE WALL (SEE
IRAL)
STRUCTURAL)
ROOFING UP
BRICK VENEER
UNDER SLAB
BRICK VENEER LEDGE
ELEV. = VARIES
GRADE
WATERPROOFING UP
WALL TO GRADE
rE TOPPING
CONCRETE TOPPING
'RECAST
OVER 8" PRECAST
SEE
PLANKS (SEE
)RAL)
STRUCTURAL)
PERIMETER
T.O. SLAB PERIMETER
(10' -3 ")
ELEV. = - (10' -3 ")
=ORCED
12" REINFORCED
TE WALL (SEE
CONCRETE WALL (SEE
JRAL)
STRUCTURAL)
ROOFING
WATERPROOFING
)WN TO
CONT. DOWN TO
FOOTING
R BEYOND
PILASTER BEYOND
DRCED
6" REINFORCED
TE SLAB OVER
CONCRETE SLAB OVER
3RANULAR FILL
12" MIN. GRANULAR FILL
:UCTURAL)
(SEE STRUCTURAL) —
CED
REINFORCED
TE FOOTING
CONCRETE FOOTING
'UCTURAL)
(SEE STRUCTURAL) —
3 @ PERIMETER
ot T.O. SLAB PERIMETER
(20' -6 ")
NIP ELEV. = - (20' -6 ")
r
Ililill
ASPHALT SHINGLES
ROOF INSULATION
SYSTEM
METAL ROOF DECK
METAL ROOF TRUSS
STEEL BEAM WITH
INSULATED CAVITY (SEE
STRUCTURAL)
STEELANGLE SUPPORT
ALUMINUM GUTTER
(SEE SPECIFICATIONS)
T.O. STEEL BEAM
ELEV. = 29'-6"
DOUBLE 2x10 FASCIA
BOARD
1x12 AZEK FASCIA TRIM
AZEK CORNISE SYSTEM
2x BLOCKING AS
REQUIRED
DOUBLE TOP PLATE
(SITS INSIDE STEEL TOP
PLATE)
WOOD STUD WALL
BRICK VENEER
GAUGED FLAT ARCH
T.O. ROUGH OPENING AN
ELEV. = 23' -6"
WOOD WINDOW
HEADER (SEE
STRUCTURAL)
D.H. WINDOW (SEE
SPECIFICATIONS)
LIMESTONE WINDOW
SILL
WOOD STUD WALL
2" CONCRETE TOPPING
METAL FLOOR DECK
METAL FLOOR TRUSS
SECOND FLOOR FINISH
ELEV. = 14' -2" Y
T.O. STEEL BEAM AIK
ELEV. = 13' -5"
STEEL BEAM WITH
INSULATED CAVITY (SEE
STRUCTURAL)
DOUBLE TOP PLATE
(SITS INSIDE STEEL TOP
PLATE)
BRICK VENEER
GAUGED FLATARCH
T.O. ROUGH OPENING AN
ELEV. = 9' -4"
WOOD WINDOW
HEADER (SEE
STRUCTURAL)
PEDCOR DESIGN GROUP
Architecture / Project Managment
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Architect:
�1►STtUrr
33126
s
STATE OF
i tANP
RMS
By: 14
Developer:
• , . •
V � * ? •
DEVELOPMENT
Project:
0 W
■
O
O
z�,
■ —i E
I I
U �
RPROOFING UP
AND UNDER SLAB
INFORCED
RETE WALL (SEE
�TURAL)
RETE TOPPING
8" PRECAST
CS (SEE
;TURAL)
_AB PERIMETER
_ - (10' -3 ")
JNFORCED
RETE WALL (SEE Issue Date Drawn By Checked By
:�TURAL)
02/28/2005
=RED EXHAUST
Revisions:
3/1/05 Print Date
_ INFORCED
:RETE WALL (SEE
CTURAL)
RPROOFING
. DOWN TO
ING
TER BEYOND
HED STONE TO
J WATER TO
4ETER DRAIN
LAB (aD PERIMETER A&1
= - (20' -6 ")
NFORCED
:RETE SLAB OVER
N. GRANULAR FILL
STRUCTURAL)
=ORCED
:RETE FOOTING
STRUCTURAL)
Project Number:
0401.00
Sheet Title:
Wall Sections -
Building 4
Sheet Number:
X7()4