HomeMy WebLinkAboutARB201500124 Plan - Approved 2017-01-31-! 3t-
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71f-
Ilk
.44
F-i
6
S102
TYP. SECTION
1/2" = 1'-0"
W12
HSS PER PLAN
3 SECTION
S102S102 1 1/2" = V-0"
HSS TAPER
1 1/2" = V-0"
W 12X79
3/8" THK. STIFFENER (TYP.)
TYP. WEB STIFFENER
1 1/2" = V-0"
END PLATE
1 1/2" = V-0"
LL
FUJ
>ry
QQ
N
AN
.ATE
WF FILLET
W12 TAPER
1 1/2" = 1'-0"
W 12X79
HSS8x6x1/4 W/ 3/8" CAP
PLATE
6 x 3-1/2 x 1/2 PLATE
W/ (2) 3/4" A325-N BOLTS
TYP. WEB STIFFENER
EA. FACE OF WEB
TYP. SHEAR CONNECTION
1 1/2" = V-0"
119' - 1 1191,
TYP.
\TE
;ROUP B BOLTS
2"
N
BASE PLATE
1 1/2" = 1'-0"
1'-8"
W12
3/4" 0 A325 SC BOLT EA.
SIDE OF STIFFENER
PLATE "A" EA. SIDE OF
STIFFENER, SEE DIMIN.
TO RIGHT
HSS8x6x1/4 W/
3/8" CAP PLATE
(1) 3/4" A325 SC BOLT
PLATE "B"
SEE DIMIN. TO RIGHT
5 3/4 x 4 x 3/8 PLATE EA. SIDE OF —
STIFFENER W/
(1) 3/4" A325 SC BOLT EA PLATE
TYP. WEB STIFFENER EA. FACE
OF WEB
TYP. MOMENT CONNECTION
1 1/2" = V-0"
4"
3"X3"X 1 /2" PLATE
WASHER
1-3/8" THK. PLATE
HSS PER PLAN
(4) 1"0 ASTM B7 ALL
THREAD
IN 1-13/16"0
OVERSIZED HOLES
1 1/2" 1/2" 2 1/2"
4"
14'-0"
-LEARANCE
_ 12' - 6 5/8" AL
.O. COLUMN
3'-0" AL
T.O.PIER
SECTION
1 1/2" = V-0"
HSS PER PLAN
HSS TO BE FILLED WITH
HIGHT STRENGTH GROUT
FOLLOWING ERECTION
1/4
CLAMPING NUT
i v
24"x24" CONC. PIER
° g
PIER REINFORCING 4d °
PER 1 /S101
STANDARD HOOK ° d
AT TOP OF a a
VERTICALS ° -
d ° 44
a. 4,
8 SECTION
� N
O
N
3" 5"
1/4
/1"
3 3/8". / 4 5/8"
1 1/2"
1 1/2" = V-0"
GRIND
SMOOTH
12 TYP. CAP PLATE
$1�2 311 = 1'-011
MEN
6 5/8"
LUMN
ACCESS PANEL LOCATIONS TO
BE DETERMINED
(4) 1 "O ASTM B7 ALL THREAD
3"x3"x1/2" PLATE WASHER
-3/8" BASE PLATE 20"x20"x1
W/ 1-13/16"0 OVERSIZED
HOLES
T.O. PI ER
DAYTON SUPERIOR D51A
DBR FORM SAVER
#8 BAR W/ 90' BEND 1'-6" LG.
ORIENT BEND INTO PIER
HSS WALL THICKNESS
_ "t"
"S"
<_ 1/4"
3/8"
3/16"
<_ 1/2"
1/4"
1/16"
<_ 5/8"
1/2"
1/4"
> 5/8"
3/4"
3/8"
HSS PER PLAN
Engineering Soluctions
& Construction
Management PLC
Harrisonburg Office
1010 N. Main Street
Harrisonburg, VA 22802
540-442-8787
Charlottesville Office
100 1 Oth Street NE
Suite 200
Charlottesville, VA 22902
434-202-8527
www.engsoln.com
/ 1
O
L
O
U
O
U)
PERMIT
AND
CONSTRUCTION SET
STRUCTURAL
DETAILS
Project number 0616-100
Date 11 /30/2016
Drawn by BAG
Checked by TAM
S102
Scale As indicated