HomeMy WebLinkAbout05050050.2512 12
8 S�oQE s�oQe 8
PLAN'L6 -
I I
W14x22 W14x22 W14x22
HEEL TO MATCH
JOISTS BEYOND MOMENT MOMENT
MOMENT
W14 (BEYOND) CONN CI CONN LINE
MOMENT
CONNLY N I i A ONLY
W10 (BEYOND) MO (BEYOND) W10 (BEYOND)
-------- - - - - -- -------- - - - - -- -------- - - - - --
I I I I
Q O O O
U U U U Go
co Go
cn N
(n VN] fcn
T /STL01b
W14 (BEYOND)
SEE 1/S408 FOR GABLE
WALL SUPPORT PLATE
THESE BEAMS
LINE M ONLY
COLUMN ORIENTATION LINE A
COLUMN ORIENTATION LINE M
GABLE END FRAMES (gyp A, M rs
sc <Lc. k - 1'-0" ssm
Q 8
12
Q
W
t/)
a
�8 8�
0 12 12
E-
a
w
V)
96KSP1
8 DESIGN LOADS PER SPACING
\ 12 AND SHEET S100 CRITERIA.
DESIGN LOADS PER SPACING
AND SHEET S100 CRITERIA.
CL 8 DESIGN LOADS PER PLAN SPACING:
0 12 LL =25 PSF
a DL =77 PSF
14K1SP (14K3 EQUIVALENT)
ffi
H
Q --nA 14C=:I-
N 12 12
cp
16KCS4SP (16KCS4 EQUIVALENT)
16KCS2SP (16KCS2 EQUIVALENT)
� Q 8
c 12 ■ DESIGN LOADS PER SPACING
a AND SHEET S100 CRITERIA.
w
A
JSBST (JOIST SUBSTITUTE)
JOIST DIAGRAMS
SCALE: NTS
I
W14x22 (BEYOND)
I
12
8 ��"v /
I
12
s <oaF 8
HEEL TO MATCH
JOISTS BEYOND
FRAMES B.11 K.9
SCALE: A" = 1' —O"
cn
2
C
I
W14 (BEYOND) -
12
W16x26 w/ MC12x10.5
CONN
BEAM
I
MOMENT
CONN
D E
I
MOMENT
CONN
Zn
=II
F-- MOME
CONN
F G
W14 (BEYOND)
W14x22 12
SEE 1/S408 FOR GABLE WALL \scope 8
SUPPORT PLATE THESE BEAMS AT I �/
CHANNEL CAPPED BEAMS, OFFSET
CHANNEL TO OUTSIDE OF BEAM
SIM TO 1 /S408)
W16x26 w/ MC12x10.5 W16x w/ MC12x10.5
BEAM
GRID 1 FRAMING ELEVATION
SCALE: %"
O
U
2
MOMENT
CONN
BEAM
I
MOMENT
CONN
O
U
10
ZX
Zn
_
H
I
T,
41' -0
T /STL (W SHAPE)
+(29' -611 ")
MOMENT
CONN
MOMENT
CONN
H
1
G.5
HEEL TO MATCH � %
JOISTS BEYOND YY16 BMJ
(BEYOND)
J
0
v
HEEL TO MATCH
JOISTS BEYOND
W16 (BEYOND) -
F
1
E
1
C.5
12
12
8
SEE
P
Alb
���
66
-11
y
a
x
y`S6' co
�` X
a I
aM/6,F
(BEYOND)
W16x26
W16x26
MOMENT
s
Cn
CONN
CONN
SEE 1/S408
X
=
FOR GABLE
" x
WALL SUPPORT
x
PLATE THESE
N
BEAMS
=
=
T /STL
- -
-
-
- -
-
-
- -
+(29' -6 ")"F
HEEL TO MATCH
W16x26
W16x26
W16x26
JOISTS BEYOND
I
I
I I
FlELD SPLICE --+
W1 6x31
W16x31
III
I W14x30 CANTILEVER
I W14x30 CANTILEVER
I
I
FROM GRID L
FROM GRID L
DASHED FRAMING
OCCURS ON GRID L
(FOREGROUND)
II
--
---
II
a�- - - - - --
— — — — —
— —
t — — — — — — —
II
- - - - - --
I
III
I
I
I
I
I
--------
I
I
I
I
I
f•I- - - - - --
II �I�-----
II II
II II
II II
II II
II II
II II
--Ilr—
II
II
II
II
II
II
------
�}--
II
II
II
II
II
II
II
- - - --I
III
I
HEEL TO MATCH
JOISTS BEYOND
FRAMES B.11 K.9
SCALE: A" = 1' —O"
cn
2
C
I
W14 (BEYOND) -
12
W16x26 w/ MC12x10.5
CONN
BEAM
I
MOMENT
CONN
D E
I
MOMENT
CONN
Zn
=II
F-- MOME
CONN
F G
W14 (BEYOND)
W14x22 12
SEE 1/S408 FOR GABLE WALL \scope 8
SUPPORT PLATE THESE BEAMS AT I �/
CHANNEL CAPPED BEAMS, OFFSET
CHANNEL TO OUTSIDE OF BEAM
SIM TO 1 /S408)
W16x26 w/ MC12x10.5 W16x w/ MC12x10.5
BEAM
GRID 1 FRAMING ELEVATION
SCALE: %"
O
U
2
MOMENT
CONN
BEAM
I
MOMENT
CONN
O
U
10
ZX
Zn
_
H
I
T,
41' -0
T /STL (W SHAPE)
+(29' -611 ")
MOMENT
CONN
MOMENT
CONN
H
1
G.5
HEEL TO MATCH � %
JOISTS BEYOND YY16 BMJ
(BEYOND)
J
0
v
HEEL TO MATCH
JOISTS BEYOND
W16 (BEYOND) -
F
1
E
1
C.5
12
12
8
Alb
���
rBEOND
-11
W12
(BEYOND)
W16x26
W16x26
MOMENT
MOMENT
CONN
CONN
SEE 1/S408
FOR GABLE
WALL SUPPORT
U
PLATE THESE
N
BEAMS
=
,,-W18 (BEYOND) W18 (BEYOND)
I�-MOMENT MOMENT
CONN CONN
J J
U o
U
Do
cX N
to 1n
2 =
ZZ
=II
GRID 12 FRAMING ELEVATION
SCALE: Ya" = 1' -0"
C
I
EYOND)
MOMENT I
CONN
U
N
Zn
2
T,
T,
+(29'
H G.5 F E C.5 C
I I
I I
W10s (BEYOND)
W
W24 (BEYOND) 24 (BEYOND)
Ifl4x38 ( -24k T STL
12 - - - - - - 12 +(41'- 011is ")
E
`i 2 2 W1 �k \ I e
,5 T /STL1i
y �xy3s6�6 X +(35'- 101iB ")�
CD ' / '` k 6xL � /W16x31 (35k) W16x31 35k \ x T
( ) /STL'd,
- - - +(29' -6 ")4r -/
MOMENT �W`16HBM W1
6x6xY4 - Xk HS 6x6xY4 6kBM MOMENT ( )
I CONN CONN I W16 BEYOND
FlELD SPLICE
U U O U
00 �I �I 00
(MOMENT
CONN
W18 \--18LH JOIST W1
GRID 11.7 FRAMING ELEVATION
SCALE: Ya" = 1' -0"
MOMENTS II
CONN
PEDCOR DESIGN GROUP
Architecture / Project Managment:
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer: C. Rodney McComas
``OQNEY..McO'' -
ST fRE�••i /�
No.
n ^ r% -7 r%r
McCOMAS
STRUQtMAL D OM iaRam D OM NA mo COWMTZ
1717 ¢a■e Ilan 9b■■C Sift 2W canes. hdaw 46M
317- 960-04M aw.m■ammeng -W" 317- 962 -OM Iran
Developer:
F E D C 0 R
DEVELOPMENT CO.
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Issue Date Drawn By Checked By
02/28/05 njh JR11
Revisions:
MEI Project Number:
24187
Sheet Title:
FRAMING
ELEVATIONS
Sheet Number: