HomeMy WebLinkAboutS5EL. = 862' -4"
1'/2" 0 6'
'/4" 1'/2" 0 6"
I
SECTION 5
1" = 1' -0" S2
I
PROVIDE SLIP CRITICAL BOLTS
FOR ALL TOP t BOTTOM CLIP
ANGLE TO BEAM CONNECTIONS
+ f++
+
+ I +
BEAM, SEE PLAN —
. I
DETAIL B
1' = 1' -0" S3
L3x3x' /4 "AT
10'- 0 "o.c. MAX.
L4x4x5 /,x0' -8 "LG.
T & B (TYP.)
W10 COLUMN
W10 COLUMN
BEAM, SEE PLAN
SECTION 4
1" = 1' -0" 12
Q
12
VARIES
wy. I
AARIES
�I
V
2' -0"
SEE PLAN
L"X "x4 "xY2
3/4 w CLR.
ICI
CONT.
; ";..
70xrLow
VAEDED STUDS
N 3
I4T- 00o.c IfAX
JACK a
SEE PLM4 FOR
F = 250 Ibs._ j
BEAM SIZE
a N
EL. = 862' -4"
1'/2" 0 6'
'/4" 1'/2" 0 6"
I
SECTION 5
1" = 1' -0" S2
I
PROVIDE SLIP CRITICAL BOLTS
FOR ALL TOP t BOTTOM CLIP
ANGLE TO BEAM CONNECTIONS
+ f++
+
+ I +
BEAM, SEE PLAN —
. I
DETAIL B
1' = 1' -0" S3
L3x3x' /4 "AT
10'- 0 "o.c. MAX.
L4x4x5 /,x0' -8 "LG.
T & B (TYP.)
W10 COLUMN
W10 COLUMN
BEAM, SEE PLAN
SECTION 4
1" = 1' -0" 12
Q
+ I +
I
DETAIL A
1" = 1' -0" S2
PROVIDE SUP CRITICAL BOLTS
FOR ALL TOP do BOTTOM CLIP
ANGLE TO BEAM CONNECTIONS
L7 x 4x 3 /4x 0' -8" LG.
T do B (TYP.)
SEE PLAN
2' -0" 2' -0"
1'/2" METAL DECK
EL. 862' -4" #4 x 4' -0" AT 12 "o.c.
EL. = 862' -4"
5/16"
WHERE
ST, SEE PLAN REQUIRED
///BY PLAN-
DESIGN JOISTS, WITH BOTTOM
CHORD CONNECTIONS, FOR
1,000# AXIAL LOAD AT
BOTTOM CHORD.
6x6– W4.0 xW4.0
WELDED WIRE FABRIC
N
� N
JOIST, SEE
PLAN
—BEAM, SEE
PLAN
DO NOT MAKE THIS CONNECTION
UNTIL THE CONCRETE SLAB HAS
BEEN PLACED
I Y�
SECTION 3
1" = 1' -0" S2
2" x 6" BLOCKING AT
10' -0" MAX. SPACING--I TRUSS BOTTOM CHORD
F = 250 Ibs._
+ +
BEAM, SEE PLAN
I P_ '/2" (N.S. do F.S.) �L-
8
S5
SECTION 8
SECTION 9 3/4" _ ,' -0" S5
3/4" = 1' -0" S3
5"
I
EL. 862' -4"- -�
BENT It
OR ANGLE
WHERE REQUIRED
BY PLAN
BEAM, SEE PLAN + +
DESIGN JOISTS, WITH BOTTOM
CHORD CONNECTIONS, FOR
1,000# AXIAL LOAD AT
BOTTOM CH RD.
'/16" 2 -12
-1'/2" METAL DECK
- 6x6– W4.0 xW4.0
WELDED WIRE FABRIC N
– JOIST, SEE
PLAN
2" CL.R.—
EL. 862' -4�
3 BAR CONT.
'/4" BENT PLATE
OR ANGLE
CELL CLOSURE BY
METAL DECK SUPPLIER
(DECK TO t OF BEAM) -
BEAM, SEE PLAN
—
(TYP-)
DO NOT MAKE THIS CONNECTION
UNTIL THE CONCRETE SLAB HAS /ie 2 -12
BEEN PLACED 3/,6 2 -12
3 /i6" 2 -12
1'/2" x '/4" VERTICAL Q L2' /2 x 2'/2 X '/4" CONT.
SLOTS 0 2' -0" o.c. 1
SECTION 2
1" = 1' -0" S2
BENT It '/4 x 8'/2 x 31/2 x 0'-5'/2" LG.
WITH 4" x '3/,6" VERTICAL SLOTS (TYP.)
(TYP.)
(TYP-)
CONNECTION SHALL BE
CAPABLE OF RESISTING
THE FORCE (F) SHOWN.
PROVIDE WASHERS AND
DOUBLE NUTS AND
TIGHTEN BOLTS ONLY TO
A SNUG TIGHT CONDITION,
TO ALLOW FOR DEFLECTION
OF THE TRUSS.
CONNECTIONS SHALL BE
MADE 0 10' -0" o.c. MAX..
1'/2" x '/4" VERTICAL
SLOTS 0 2' -0" o.c.--/
TRUSS BOTTOM CHORD
F = 250 Ibs.
M
BEAM, SEE PLAN
I
8
SS
SECTION 7
3/4" = 1' -0" S3
5'
12
VARIES
�I
2' -0"
I�
II
3/4 w CLR.
ICI
��
+ I +
I
DETAIL A
1" = 1' -0" S2
PROVIDE SUP CRITICAL BOLTS
FOR ALL TOP do BOTTOM CLIP
ANGLE TO BEAM CONNECTIONS
L7 x 4x 3 /4x 0' -8" LG.
T do B (TYP.)
SEE PLAN
2' -0" 2' -0"
1'/2" METAL DECK
EL. 862' -4" #4 x 4' -0" AT 12 "o.c.
EL. = 862' -4"
5/16"
WHERE
ST, SEE PLAN REQUIRED
///BY PLAN-
DESIGN JOISTS, WITH BOTTOM
CHORD CONNECTIONS, FOR
1,000# AXIAL LOAD AT
BOTTOM CHORD.
6x6– W4.0 xW4.0
WELDED WIRE FABRIC
N
� N
JOIST, SEE
PLAN
—BEAM, SEE
PLAN
DO NOT MAKE THIS CONNECTION
UNTIL THE CONCRETE SLAB HAS
BEEN PLACED
I Y�
SECTION 3
1" = 1' -0" S2
2" x 6" BLOCKING AT
10' -0" MAX. SPACING--I TRUSS BOTTOM CHORD
F = 250 Ibs._
+ +
BEAM, SEE PLAN
I P_ '/2" (N.S. do F.S.) �L-
8
S5
SECTION 8
SECTION 9 3/4" _ ,' -0" S5
3/4" = 1' -0" S3
5"
I
EL. 862' -4"- -�
BENT It
OR ANGLE
WHERE REQUIRED
BY PLAN
BEAM, SEE PLAN + +
DESIGN JOISTS, WITH BOTTOM
CHORD CONNECTIONS, FOR
1,000# AXIAL LOAD AT
BOTTOM CH RD.
'/16" 2 -12
-1'/2" METAL DECK
- 6x6– W4.0 xW4.0
WELDED WIRE FABRIC N
– JOIST, SEE
PLAN
2" CL.R.—
EL. 862' -4�
3 BAR CONT.
'/4" BENT PLATE
OR ANGLE
CELL CLOSURE BY
METAL DECK SUPPLIER
(DECK TO t OF BEAM) -
BEAM, SEE PLAN
—
(TYP-)
DO NOT MAKE THIS CONNECTION
UNTIL THE CONCRETE SLAB HAS /ie 2 -12
BEEN PLACED 3/,6 2 -12
3 /i6" 2 -12
1'/2" x '/4" VERTICAL Q L2' /2 x 2'/2 X '/4" CONT.
SLOTS 0 2' -0" o.c. 1
SECTION 2
1" = 1' -0" S2
BENT It '/4 x 8'/2 x 31/2 x 0'-5'/2" LG.
WITH 4" x '3/,6" VERTICAL SLOTS (TYP.)
(TYP.)
(TYP-)
CONNECTION SHALL BE
CAPABLE OF RESISTING
THE FORCE (F) SHOWN.
PROVIDE WASHERS AND
DOUBLE NUTS AND
TIGHTEN BOLTS ONLY TO
A SNUG TIGHT CONDITION,
TO ALLOW FOR DEFLECTION
OF THE TRUSS.
CONNECTIONS SHALL BE
MADE 0 10' -0" o.c. MAX..
1'/2" x '/4" VERTICAL
SLOTS 0 2' -0" o.c.--/
TRUSS BOTTOM CHORD
F = 250 Ibs.
M
BEAM, SEE PLAN
I
8
SS
SECTION 7
3/4" = 1' -0" S3
5'
12
VARIES
SEE PLAN
2' -0"
I5 J
3/4 w CLR.
AT 12" N
TRUSS OR I
I 0
N 3
JACK a
F = 250 Ibs._ j
a N
1'/2" METAL DECK
6x6– W4.0 xW4.0
W W w
ix c w
WELDED WIRE FABRIC
ATTACH THE BOTTOM (
2 – 2
2 x 6 NAILERS
L3x3x' /4 ' AT
10'- 0 "o.c. MAX.
�
(LOCATE 0 JOIST
PANEL POINT.)
DO NOT INSTALL THIS BRACE
UNTIL THE CONCRETE SLAB
(TYP')
1/160
HAS BEEN PLACED
L2' /z x 2'/i
X '/4" CONT.
SECTION
1
1" = 1' -0"
S2
Adwmk
T F
A&Mmdk
CONSULTING ENGINEERS
Ter Horst, Lamson & Fisk, Inc.
2629 Waterfront Parkway
East Drive Suite 100
Indianapolis, IN 46214
Phone: 317 - 328 -1500
Fax: 317 - 328 -9383
Le.e.�.i,
:Q No.
#87082 -
%� •' STATE CF
•�NDIAN�
Certified By:��44ej4167i��`
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N
1" = 1' -0" S3
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Title:
SECTIONS &
DETAILS
SI oet No.:
fM1 t +pp
:��
�-Z 0
12
I5 J
J
TRUSS OR I
I 0
N 3
JACK a
F = 250 Ibs._ j
a N
W W w
ix c w
ATTACH THE BOTTOM (
2 – 2
2 x 6 NAILERS
a
CHORD TO THE TOP PLATE
WITH A CONNECTION B
BEAM, S
SEE PLAN o
o
CAPABLE OF RESISTING 1
1/160
a
a
THE FORCE F SHOWN 3
3" (TYP.) J
J
P 0 10' -0"
o.c. MAX. (TYP.) s
s /i6" N 2 -12
1
6" •
3 /v" 2 -12
•• T `
`
3 /,." 2 -12 I
I m
SEE PLAN Z
m
� �
1'/2" x '/, VERTICAL m
1 d
m '" m m
V M
L2'/2 x 2'/2 X 1/4" CONT.
SECTION 6
6