HomeMy WebLinkAbout05050050.23O,T /STL
+(SEE PLAN)
OSB SHEATHING ON 2x12 RAFTERS ® 16" OC.
PROVIDE DOUBLE RAFTERS AT LANTERN WALLS
INCLUDING
OF LANTERI
L6x4x3
TO FAI
C12x21
FLUTE'
TYI
T RICK
+(SEE ARCH)
,SPRING
+(SEE ARCH)
COPING
CH
A
- SEE ARCH
BET PL
I
REINF ® 8" OC
SOLID >'
HSS COLUMN
CONT PLAN
�
� SECTION @CHIMNEY ARCH
SCALE: Y4" = 1' -0"
)8 FOR GABLE
TRUCTION
SECTION (gl VALLEY
SCALE: Y4" = 1' -0"
SECTION AT LANTERN ELEMENT
SCALE: -Y4" = 1' -0"
6 2' -0" OC ON W12 BEAM BELOW
INTERN BASE. PROVIDE DOUBLE
;ECURED TO CHANNELS WITH (4)
I'PICAL (BEYOND AT GABLE
/ .177" PAF 0 16" OC
BEAM w/ SIMPSON LTT2O
DETAIL
SCALE: 3/4" = 1' -0"
a
C,
I
DETAIL
SCALE: Y4" = 1' -0"
BEAM - TRIM
/ FLANGES AS REQ'D
I
4"
'077
:0, 5
° .
o co
0
0 =
W1 Ox15
BEAM J' J---
SECTION A
I IJJ VVLVM11
PLAN
HSS COLUMN
T`JLL rLftl \�
COLUMN BASE PLAN DETAIL
SCALE: -Y4" = 1' -0"
VENEER - SEE AI
4" SOLID CMU
GROUT SOLID w/ 3,000 PSI -\
CONC, FORM BRICK LEDGE AS
REQ'D TO FOLLOW SLOPE
HC BRG 000
+(VARIES)
HC SLAB
M6
L4x3x% (LLV) CONT w/
VOW EXP BOLTS
2' -0" OC
W)
4"
R RODS
VO A36 ROD w/ HILT] HIT
HY20 EPDXY ® 6' -0" OC
PLUG CORE 12" AND GROUT
SOLID AT ANCHOR ROD AND
DOWELS
W1
/00MAN 10
EM
SECTION @ PLAZA
SCALE: Y4" = 1' -0"
SEE 5/S405 FOR
BEAM CONN
T/W & HC BRGAk
ill' HC SLAB +(SEE PLAN)
1' -0"
#4x FC0_0 t2' -0" OC
IN HC SLAB CORES
• L3x3xY CONT w/ VOW
HS 0 2' -0" OC
NOTE:
1. SEE ARCH FOR MEMBRANE
DETAILS
2. SEE 9/S404 FOR REMAINDER OF
SECTION BELOW.
( 9
A
maY4"
g DETAIL "A"
,-HSS COLUMN
e V
s
_s
Y4" BASE PLATE _ s
EMBED PLATE EP -C -� y4
SECTION
SCALE: -Y4" = 1' -0"
x1' -0" x 0' -4"
1' -4" 13 CONT
#3x 1 4 16" OC
T /SLAB
ST
T L PLAN)
+(SEE PLAN)
BEAM
BAR 1 "x2 "xCONT-
1' -
T
6N"N L3x3xY CONT COMPOSITE SLAB
T SLAB
+(SEE PLAN)
T STL
+(SEE PLAN)
SECTION @STAIR ROOF
SCALE: Y4"
COMPOSITE SL
dT /SLAB
T SEE PLAN)
+(SEE PLAN)
BEA
PEDCOR DESIGN GROUP
Architecture / Project Managment:
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer: C. Rodney McComas
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STATE OF
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JOIST MeCOMAS
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SECTION STAIR ROOF
SCALE: N" = 1' -0"
COMPOSTTI
T /SLAB
..T /STL PLAN)
+(SEE PLAN)
SECTION STAIR ROOF
SCALE: N" = 1' -0"
Al T /STL
F +(SEE PLAN)
6 ", 20 GA CONT TRACK
FOR SHEATHING
SHEATHING BREAK -
STAIR OPNG
T /SLAB
+(SEE PLAN)`
T /STL..
+(SEE PLAN)`
L4x4xY CONT w/ % "0 x 4"
HS ® 2' -0" OC
:72AMING 0 16" OC
EDGE OF PLATE
,-PLATE % 7x8 "xCONT
-BEAM
STAIR OPNG
----1/S408
SHEATHING 2x6 FRAMING ® 16" OC
SECTION @ STAIR OPNG
SCALE: N" = 1' -0"
1_444 CONT w/ % "0 x 4"
HS ® 2' -0" OC
STAIR OPI
SECTION STAIR OPNG
71 SCALE: �YW' = 1- -U'-
)SITE SLAB
T SLAB
+(SEE PLAN)
T STL
+(SEE PLAN)
407
Developer:
P E
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91
DEVELOPMENT CO.
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Issue Date Drawn By Checked By
02/28/05 nth JRYi
Revisions:
MEI Project Number:
24187
Sheet Title:
SECTIONS
AND DETAILS
Sheet Number:
S 1() r