S-302.pdf
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- Attached to
- FY16 DODEA PN AM0033 Replace Elementary School Federal contract opportunity
- Solicitation number
- W912DS-16-R-0010
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Amendment 0008 S-302
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1' - 4" 1"
F.O. CMU
F.O. BUILDING
FINISHED GRADE -
SEE CIVIL DWGS.
INSULATION - SEE ARCH. DWGS.
VENEER MASONRY -
SEE ARCH. DWGS.
4" CMU
FILL SOLID WITH GROUT
BELOW FLOOR
TOP OF FOOTING
EL. - SEE PLAN
3" CLR. (TYP.)
8" CMU
VERT. WALL REINF. - SEE
'MASONRY WALL REINFORCING
PLAN' ON SHEET S-010
MORTAR COLLAR JOINT SOLID
BELOW FLOOR
FOOTING - SEE PLAN
AND SCHEDULE
0" (TYP.)
GRID
CL COLUMN BEYOND
CURTAINWALL -
SEE ARCH. DWGS.
CONT. BOND BREAKER
FINISHED FLOOR
EL. - SEE PLAN
SLAB-ON-GRADE
1 1/2" CLR. W.W.F.
POROUS FILL
VAPOR RETARDER
CONT. 16" CMU BOND
BEAM REINF. WITH
2 - #5 TOP AND BOTTOM
CURTAINWALL SUPPORT
ANGLE - SEE DETAILS
ON SHEET S-202 AND
THE ARCH. DWGS. FOR
ADDITIONAL INFORMATION WALL
BEYOND DOOR - SEE ARCH. DWGS. FOR
EXACT SIZE AND LOCATION
SEE 'TYPICAL SLAB-ON-GRADE
DETAILS' FOR ADDITIONAL
REINFORCING AT EXTERIOR
DOORS ON SHEET S-501
(TYP.)
SEE ARCH. DWGS.
1' - 4"
F.O. CMU BELOWF.O. BLDG.
FOR DETAILS
NOT NOTED SEE
SECTION C1/S-302
THERMAL SEPARATION
MATERIAL - SEE ARCH. DWGS.
1 1/2"
EXTERIOR
SLAB - SEE
CIVIL DWGS.
CL HEADED
STUD
REINFORCING -
SEE PLAN
SLOPE
1/4" : 1'-0"
(TOP OF SLAB)
CONT. GALV.
PL5/16x3 1/2 w/ 3/4"Ø x 6"
LONG HEADED
STUD AT 16"o/c
8" CMU -
GROUT SOLID
(TYP.)
8"
CONT. GALV. PL5/16x7 w/ 3/4"Ø x 6" LONG HEADED STUD AT 16"o/c
8" MIN.
FROST SLAB -
SEE PLAN
FINISHED GRADE -
SEE CIVIL DWGS.
TOP OF RETAINING
WALL
CONT. 3/4"
CHAMFER (TYP.)
RAILING AND RAILING
INSERTS (NOT SHOWN) -
SEE ARCH. DWGS.
TOP OF SLAB
EL. - SEE CIVIL DWGS.
#5 AT 12"o/c
CONT. HORIZ.
WATERPROOFING AND
DRAINAGE SYSTEMS -
SEE ARCH. DWGS.
8" CONCRETE
WALL
RETAINING WALL FOOTING - SEE
PLAN AND SCHEDULE FOR
DIMENSIONS AND THICKNESSES
3" CLR.
(TYP.)
2" CLR.
TOP OF FOOTING
EL. - SEE PLAN
LA
P
S P
LI
C
E
#5 AT 12"o/c
VERT. (MIDDLE OF WALL)
SLAB - SEE
CIVIL DWGS. (TYP.)
#5 AT 24"o/c TOP
3 - #5 CONT.
BOTTOM
7 - #5 CONT.
TOP
#4 x 3'-0" WITH STD. 90 DEG. HOOK AT 12"o/c
1 - #4 CONT.)
10" CMU
CONT. 16" CMU BOND
BEAM REINF. WITH
2 - #5 TOP AND BOTTOM
1' - 2"
FOR DETAILS
NOT NOTED SEE
SECTION C1/S-302
EL. - SEE ARCH. DWGS. CHAIN LINK FENCE -
SEE ARCH. DWGS.
4" CMU
HSS - SEE PLAN
HSS POST - SEE PLAN
AND ARCH. DWGS.
2 - 3/4" ADHESIVE ANCHORS (8" EMB.)
GALV. Pc L3 1/2x3 1/2x5/16 x 0'-6" AT 12"o/c VERT.
B.O. HSS
EL. - SEE ARCH. DWGS.
FOR DETAILS
NOT NOTED SEE
SECTION C1/S-302
CONT. 8" CMU BOND
BEAM REINF. WITH
2 - #5 BOTTOM
1' - 4"
8" CMU
4" CMU4" CMU
EL. - SEE ARCH. DWGS.
10" CONCRETE WALL
EL. - SEE PLAN
CHAIN LINK FENCE -
SEE ARCH. DWGS.
1' - 2"
14" CONCRETE WALL
WATERPROOFING AND
DRAINAGE SYSTEMS -
SEE ARCH. DWGS.
RETAINING WALL
FOOTING - SEE PLAN
AND SCHEDULE
DOVETAIL SLOTS FOR
MASONRY ANCHORS
FOR DETAILS
NOT NOTED SEE
SECTION A1/S-302
#4 AT 12"o/c
CONT. HORIZ.
#5 AT 12"o/c VERT.
EACH FACE
11 - #5 CONT. TOP
#7 AT 24"o/c TOP
4 - #5 CONT. BOTTOM
B.O. HSS
FOR DETAILS
NOT NOTED SEE
SECTION C1/S-3.02
FINISHED FLOOR
EL. - SEE PLAN
EXIST. VENEER
MASONRY
EXIST. CMU WALL
EXIST. CONC.
SLAB-ON-GRADE
EXIST. CONC.
WALL FOOTING
EXIST. CONC.
FOUNDATION WALL
B.E.J. VARIES -
SEE PLAN
SEE PLAN
M
IN
#5 AT 12"o/c CONT.
HORIZ. T. AND B.
#5 WITH STD. 90° HOOK
AT 12"o/c T. AND B.
IN-PLACE MICROPILE
FOR DETAILS
NOT NOTED SEE
SECTIONS C1/S-302
AND C3/S-302
8" CONCRETE WALL
6' - 0"
1'
2"
2" CLR.
3" CLR. (TYP.)
#4 AT 8"o/c
CONT. HORIZ.
#5 AT 6"o/c
T. AND B.
B.E.J. VARIES -
SEE PLAN(E) F.O. BLDG.
ABOVE
#6 AT 8"o/c M.O.W.
#5 AT 12"
CONT. HORIZ.
THE INFORMATION REGARDING THE
EXISTING CONSTRUCTION WAS
OBTAINED FROM THE RECORD
DRAWINGS PREPARED BY QUINLIVAN,
PIERIK & KRAUSE DATED APRIL 28,
2000. ALL INFORMATION SPECIFYING
EXISTING CONDITIONS MUST BE
VERIFIED BY THE GENERAL
CONTRACTOR. THE
AFOREMENTIONED DRAWINGS WILL
BE MADE AVAILABLE TO THE
CONTRACTOR UPON REQUEST.
SPEIGHT, MARSHALL
& FRANCIS, P.C.
STRUCTURAL ENGINEERS
2125 McCOMAS WAY. SUITE 103 VIRGINIA BEACH VA. 23456
PHONE (757) 427-1020 WWW.SMANDF.COMFAX (757) 427-5919
US Army Corps of Engineers ®
SHEET OF
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A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
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P
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S-302
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3 AUGUST 2016
3/4" = 1'-0"S-101
C1 SECTION
3/4" = 1'-0"S-101
C2 SECTION
3/4" = 1'-0"S-109
C4 SECTION
3/4" = 1'-0"S-105
C3 SECTION
FOR DETAILS
NOT NOTED SEE
SECTION C3/S-302
3/4" = 1'-0"S-104
A1 SECTION
3/4" = 1'-0"S-101
B3 SECTION
3/4" = 1'-0"S-101
A2 SECTION
3/4" = 1'-0"S-105
B4 SECTION
3/4" = 1'-0"S-302
A3 SECTION
M A
R K
D E
S C
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IP
T
IO
N D
A T
E
D E L
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D
FROM A
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