Am_4_-_Attach_22_VOL_3_S-501_26MAY2016.pdf
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- Attached to
- AIT Barracks- Phase III, Ft. Lee, Virginia Federal contract opportunity
- Solicitation number
- W91236-16-R-0010
About this file
AM 4 - ATTACH 22 VOL 3_S-501_26MAY2016
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Text version
W
CF X BRACE FRAME - SEE TABLE
1ST FLOOR TOP OF SLAB
2ND FLOOR TOP OF SLAB
THIRD FLOOR TOP OF SLAB
FOURTH FLOOR TOP OF SLAB
FIFTH FLOOR TOP OF SLAB
TOP OF WALL
[SEE PLAN]
(4) STRAP EACH SIDE
(4) STRAP EACH SIDE
(2) POST BACK TO BACK (TYP)
(4) STRAP EACH SIDE
(4) STRAP EACH SIDE
(2) POST BACK TO BACK (TYP)
(4) STRAP EACH SIDE
SEE NOTE 2 (TYP OF 4)
(2) POST BACK TO BACK (TYP)
(2) POST BACK TO BACK (TYP)
(2) POST BACK TO BACK (TYP)
SEE NOTE 1 (TYP OF 4)
SEE NOTE 1 (TYP OF 4)
SEE NOTE 1 (TYP OF 4)
SEE NOTE 1 (TYP OF 4)
SINGLE STUDS SPA 16" O/C MAX
SINGLE STUDS SPA 16" O/C MAX
SINGLE STUDS SPA 16" O/C MAX
SINGLE STUD SPA 16" O/C MAX
SINGLE STUD SPA 16" O/C MAX
S-502
4 TYP
TYP
TYP
TYP
S-502
S-502
S-502
S-502
9 TYP
S-502
CL OF ANCHOR BOLT TYP
SEE NOTE 3
[SEE PLAN]
[SEE PLAN]
[SEE PLAN]
[SEE PLAN]
[SEE PLAN]
GENERAL X-BRACE FRAME NOTES
1. GUSSET PLATE SHALL BE MIN 48"L x 16"H x .1017" THICK EA END OF X-BRACING STRAP.
2. GUSSET PLATE SHALL BE MIN 50"L x 16"H x .1017" THICK EA END OF X-BRACING STRAP.
3. ANCHOR BOLTS SHALL BE 1" DIAMETER. ANCHOR EMBEDMENT SHALL BE 10" MINIMUM.
4. GUSSET PLATES SHALL BE MIN 50"L x 20"H x .0713" THICK EA END OF X-BRACING STRAP.
5. X-BRACING SHALL BE (4) 10" WIDE x .1017" THICK STRAPS EA SIDE OF STUD WALL. #12 PAN HEAD SCREWS
SHALL BE USED TO ATTACH STRAPS.
6. ALL ANCHOR BOLTS SHALL BE ASTM A193 GRADE B7, Fy=105ksi, OR APPROVED EQUAL WITH NUTS AND
HARDENED WASHERS.
7. ALL STEEL X-BRACE PLATES SHALL BE ASTM A572 GRADE 50, Fy=50ksi.
8. ALL BOLTS, OTHER THAN ANCHOR BOLTS, SHALL BE ASTM A325 WITH WASHERS AND NUTS.
9. ALL STRAPS SHALL BE ASTM A653.
FOR TRUSS CONNECTION SEE DETAIL 11/S-502
W
1ST FLOOR TOP OF SLAB
TOP OF WALL VARIES
[SEE PLAN]
[SEE PLAN]
(2) POST BACK TO BACK (TYP)
(4) STRAP EACH SIDE
SEE NOTE 4 (TYP OF 4)
X BRACE FRAME - SEE TABLE
TYP
S-502
S-502
SINGLE STUD SPA 16" O/C MAX
ROOF DECK
600S162-54 @ 16" OC
CRIPPLE WALL
362T162-54 T&B TRACK
FASTEN STUD TO TRACK
W/#10 SCREW EA FLANGE
4"X.0566" STRAP BOTH SIDES OF WALL
W/(2)#12 SCREWS EA END
NOTE:FOR AREAS WHERE FRAME
"E" IS PERPENDICULAR TO JOISTS
SEE SECTION XXXXX FOR TOP
TRACK CONNECTION
F.F.
0' - 0"
SECOND FLOOR
12' - 0"
FIRST FLOOR
0' - 0"
THIRD FLOOR
24' - 0"
FOURTH FLOOR
36' - 0"
FIFTH FLOOR
48' - 0"
ROOF BEARING
60' - 0"
HSS (CONT)
NOTES:
1. ALL FRAMING SHALL BE HSS5-1/2x5-1/2x3/8 UON.
2. CFMF INFILL NOT SHOWN.
S-502
S-502
HSS 5-1/2x5-1/2x3/8
S-502
S-502
WIDTH, SEE TABLE
W14X22 TYP EA FLOOR
& ROOF UON ON PLAN
SHEAR WALL
A 14'-0" 600S250-97 600S250-68 10X.1017 8X.0713 CFMF FRAME
WIDTH
3FLR - ROOF1-3 FLR
STUDS
3FLR - ROOF1-3 FLR
STRAP
NOTES
B 11'-0" 600S250-97 600S250-68 10X.1017 8X.0713 CFMF FRAME
C 7'-0" N/A N/A N/A N/A
D 11'-0" N/A N/A N/A N/A HSS FRAME
E 12'-0" UON 600S250-68 N/A 8X.0713 N/A ONE STORY CFMF FOR
LOCATION SEE SHEET S-102
HSS FRAME
SHEAR WALLS
R
1-
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US Army Corps of Engineers ®
SHEET OF
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S-501
VOLUME 3
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B A
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CFMF X-BRACE FRAME ELEVATIONS
NOT TO SCALE
HSS X-BRACE FRAME ELEVATION
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| Sheets |
| S-501 - X-BRACE FRAME ELEVATIONS |
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