657-CSI-332_1-SS7.pdf
PDF 207 KB Posted
- Solicitation number
- 36C25526R0167
About this file
This document is a set of foundation and structural construction details for a site preparation addition project involving a new MRI unit at the Veterans Administration John Cochran Division facility in St. Louis, Missouri. The drawings, dated June 30, 2009, were prepared by Swim, Schuchat, & Cornett Engineering, Inc. and Fox Architects, and depict detailed structural specifications for foundation work, grade beams, drilled piers, basement walls, and various connection details.
The drawings specify reinforced concrete construction with detailed rebar scheduling, including multiple sections showing foundation walls with embedded anchor plates, grade beams with (#5 and #6) reinforcement at specified spacing intervals, drilled pier details, and connections to existing structural elements. Key materials and methods noted include Hilti Kwik-Con II anchors at 12-inch on-center spacing, exterior drainage tile pitched to sump, waterproofing per architectural specifications, and coordination with plumbing drawings for sump details. Additional specifications address slab-on-grade construction with vapor retarders, haunch details, curtain wall connections to existing walls, revolving door slab construction with bonding release agents, and existing beam cutout procedures. The drawings reference multiple detail sheets and cross-sections at various scales ranging from 1/8-inch to 3/4-inch equals one foot, providing comprehensive guidance for structural construction sequencing and material placement for the addition project.
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| Answers to questions 46-53 657-24-111JC 02.docx | DOCX document | |
| 36C25526R0167 0005.docx | DOCX document | |
| 657-CSI-332_1-SS5.pdf | ||
| 36C25526R0167 0004.docx | DOCX document | |
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| Questions and Responses 1- 43 657-24-111JC.docx | DOCX document | |
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| 36C25526R0167 0002.docx | DOCX document | |
| REVISED 852.219-75 VA NOTICE OF LIMITATIONS ON SUBCONTRACTING.docx | DOCX document | |
| 36C25526R0167 0001.docx | DOCX document | |
| Sign in Sheet.pdf | ||
| REVISED CALCULATION OF SELF PERFORMED-SUBCONTRACTOR WORK_r 02.docx | DOCX document | |
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| P09 657-24-111JC DRAWINGS.pdf | ||
| P09 657-24-111JC Specs Combined.pdf |
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Text version
99' - 6" 1st FLR TOS=
89' - 0"
TSL BASEMENT
I
99' - 11 1/4" 1st FLR. TSL =
(5)-#6 TOP & BOT.
(3)-#6 EA. FACE
#5 STIRRUPS
@ 10"O.C.
1' - 6"1' - 0"6"
3'
0"
DOWELS TO
MATCH VERT.
#5 @ 18"O.C. E.F.
#4 @ 18"O.C.
2'-0"
2'-0"
#6 @ 18"O.C.
E.F.
BEAM
PER PLAN
6" METAL STUD
BRICK VENEER
PER ARCH
DECK
PER PLAN
#6 @ 18"O.C.
E.F.
#5 @ 18"O.C.
E.F.
3/16" HILTI KWIK-CON II OR
EQUAL @ 12"O.C. (1" EMBEDMENT)
EXTERIOR DRAIN
TILE. PITCH
TO SUMP.
SEE PLUMBING
DRAWINGS
10"x14"x3/8" EMBED PL.
W/(4)-1/2" DIA x 6" HCA
1/4
TYP
WATER PROOFING
PER ARCH
#4 @ 18"O.C.
2' -0
2'-0"
5"
TOW/F.F.= 100' - 0"
99' - 6"
1st FLR TOS=
89' - 0"
TSL BASEMENT
I
DRILLED PIER
PER PLAN
1' - 0" PER PLAN
99' - 11 1/4" 1st FLR. TSL =
PILASTER @ COLUMN
POUR INTEGRAL W/
CONC. WALL (TYP.)
REINF. PER SCHD.
(5)-#6 TOP & BOT.
(3)-#6 EA. FACE
#5 STIRRUPS
@ 10"O.C.
DOWELS TO
MATCH VERT.
3'
0" 3' - 0"
BRICK VENEER
PER ARCH DECK
PER
PLAN
(12)-#7
VERT, BARS
BEAM
PER PLAN
COL.
PER PLAN
(2)-#4 TIES
AT TOP
12"x18"x3/8" EMBED PL.
W/(4)-1/2" DIA x 6" HCA
WALL BEYOND
1/4
TYP.
HORIZ. WALL
REINF. CONT.
THOUGH
PILASTER
A A
EXTERIOR
DRAIN
TILE. PITCH
TO SUMP.
SEE PLUMBING
DRAWINGS
TOP= 99' - 6"
COL. BASE PL.
SEE COL. SCHEDULE
GRADE BEAM
PER PLAN
TOW/ F. F.= 100' - 0"
3/16" HILTI KWIK-CON II OR
EQUAL @ 12"O.C. (1" EMBEDMENT)
99' - 6" 1st FLR TOS=
89' - 0"
TSL BASEMENT
43a
NEW BEAM
PER PLAN
EXIST BEAM
PER PLAN
EXIST WALL
99' - 11 1/4" 1st FLR. TSL =
8' -0
N
E W
O P
E N
IN
G
NEWEXIST
SEE SQUEEZE
LINTEL DETAIL
1-SS3
AD
D
IT
IO
N C
U T
1/2" EXP.
MTL.
(3)-#4 DOWEL & DRILL
4" INTO EXIST SLAB &
RETAIN WALL & EPOXY
WITH HILTI HY150
SEE 7/1-SS8
FOR EXP. JT.
99' - 6" 1st FLR TOS=
89' - 0"
TSL BASEMENT
2343a
99' - 11 1/4" 1st FLR. TSL =
EXIST NEW
FOAM BOARD
DRILLED PIER
PER PLAN
GRADE BEAM
PER PLAN DRILLED PIER
PER PLAN
COL. PER PLAN COL. PER PLANCOL. PER PLANEXIST COL.
EXIST BEAM
EXIST BEAM
EXIST WALL
EXIST FOOTING
BEAM PER PLAN
BEAM PER PLAN BEAM PER PLAN
89' - 0"
TSL BASEMENT
VAPOR
RETARDER
TYP.
1' - 6"
2'
0"
PE
R
P
LA
N
SLAB ON GRADE
PE RPLAN
TYP.
3"
SLAB DOWELS
#4 @ 18"O.C.
PROVIDE 90 DEG
HOOK AT SLAB
STEEL TYP. EA. FACE
(5)-#6 T&B
#4 TIES
@ 12"O.C.
89' - 0"
TSL BASEMENT
L
GRADE BEAM
PER PLAN
SLAB ON GRADE
PER PLAN
VAPOR
RETARDER
TYP.
SLAB DOWELS
#4 @ 18"O.C.
PROVIDE 90 DEG
HOOK AT SLAB
REINF. TYP. EA. FACE
(14)-#6
#4 TIES
@ 14"O.C.
(4)-#6 1' - 6"
6'
0"
PL
AN
SE
E
J
CONSTRUCTION
JOINT
43a
EXIST BEAM
EXIST WALL
EXIST FTG
NEW SLAB
ON GRADE
PER PLAN
81' - 0"V.I.F. EXIST
FTG EL.
89' - 0"
99' - 6" 1st FLR TOS=
89' - 0"
TSL BASEMENT
Ie
99' - 11 1/4" 1st FLR. TSL =
V.I.F.
6 1/2"
" V
.I.
F.
WALL TO REMAIN
EXISTING FND
SL
AB
T O
R
EM
AI
N
EX
IS
T
FL
O O
R
2"
(2)-#4 x
CONT.
VERIFY W/
CURTAIN MFG.
NEW #4 DWL. @ 48"O.C.
DRILL & EPOXY W/
HILTI HY 150
8"
8"
EXIST WALL
EXIST BEAM
EXIST FOOTING
(12)-#7
#4 TIES @
14" O.C.
WALL REINF.
SEE 7/1-SS7
99' - 6" 1st FLR TOS=
89' - 0"
TSL BASEMENT
99' - 11 1/4" 1st FLR. TSL =
2' - 8"
(5)-#6 TOP & BOT.
(3)-#6 EA. FACE
#5 STIRRUPS
@ 10"O.C.
DOWELS TO
MATCH VERT.
#5 @ 18"O.C. E.F.
#6 @ 18"O.C.
E.F.
12" THICK
HAUNCH
(2)-#6
(2)-#6
GRADE BEAM
PER PLAN
SUNSHADE/WINDOW
SYSTEM
PER ARCH
#4 @ 18"O.C.
2'-0"
2'-0"
EXTERIOR DRAIN
TILE. PITCH
TO SUMP.
SEE PLUMBING
DRAWINGS
(4)#5
#4 @ 18"O.C.
SLOPE
(2)-#6
3"
(2)-#3 TIES @ 6" O.C.
(2)-#4 1'-0"
1' -0
3/16" HILTI KWIK-CON II OR
EQUAL @ 12"O.C. (1" EMBEDMENT)
#4 @ 18"O.C.
2' -0
2'-0"
3/ 4"
1' - 0"
99' - 6" 1st FLR TOS=
89' - 0"
TSL BASEMENT
99' - 11 1/4" 1st FLR. TSL =
6" G
R
AV
EL
1/ 4"
S
LA
B
(4)#5
#4 @ 18"O.C.
(5)-#6 TOP & BOT.
(3)-#6 EA. FACE
#5 STIRRUPS
@ 10"O.C.
DOWELS TO
MATCH VERT.
#5 @ 18"O.C. E.F.
#6 @ 18"O.C.
E.F.
GRADE BEAM
PER PLAN
#4 @ 18"O.C.
2'-0"
2'-0"
EXTERIOR DRAIN
TILE. PITCH
TO SUMP.
SEE PLUMBING
DRAWINGS
SUNSHADE/WINDOW
SYSTEM
PER ARCH
SLOPE
4"
3/16" HILTI KWIK-CON II OR
EQUAL @ 12"O.C. (1" EMBEDMENT)
#4 @ 18"O.C.
2' -0
2'-0"
TOW/ F. F.= 100' - 0"3/
4"
5"
1' - 0"
99' - 6" 1st FLR TOS=
99' - 11 1/4" 1st FLR. TSL =
1'
6"
REVOLVING
DOOR GLAZING
REVOLVING DOOR
GLAZING
REVOLVING
DOOR PIVOT
BEARING
ASSEMBLY BY
OTHERS
APPLY BONDING RELEASE
AGENT TO TOP OF WALL AND
DECK UNDER REVOLVING
DOOR SLAB
#6 @ 12"O.C.
T&B
#6 @ 12"O.C.
T&B
6"
95% COMPACTED
STANDARD PROCTOR
100%
COMPACTED
GRAVEL
3" C
LR
SIDEWALK
PER CIVIL
TERRAZZO
FLOOR
COORDINATE
WITH ARCH
SLAB CONSTRUCTION
JOINT TO FOLLOW
RADIUS OF DOOR
GLAZING
#6 @ 18"O.C.
E.F.
#6 T&B DRILL &
EPOXY
INTO WALL W/
6" MIN. EMBED
1' - 11 1/2"
1'
0"
3/16" HILTI KWIK-CON II OR
EQUAL @ 12"O.C. (1" EMBEDMENT)
3/ 4"
I
43a
Ie
TYPICAL PILASTER
PER 8/1-SS7
INFILL
CONC.
EXIST WALL &
COLUMN. VERIFY
IN FIELD
PER TYPICAL
SQUEEZE LINTEL
DETAIL 1-SS3
NEW WATER PROFING
PER ARCH
WATER STOP-RX 101
MIN. 3" COVERAGE
VERIFY WITH ARCH
(TYP)
99' - 6" 1st FLR TOS=
89' - 0"
TSL BASEMENT
M
99' - 11 1/4" 1st FLR. TSL =
(5)-#6 TOP & BOT.
(3)-#6 TYP.
#5 STIRRUPS
@ 10"O.C.
DOWELS TO
MATCH VERT.
GRADE BEAM
PER PLAN
EXTERIOR
DRAIN
TILE. PITCH
TO SUMP.
SEE
PLUMBING
DRAWINGS
SEE 7/1-SS7 FOR
WALL REINF.
FOAM BLOCKING
1' - 0" 1' - 0" 1' - 0"
3"
/8
11"
1/2" HILTI HY 150 MAX
ADHESIVE ANCHORS
EPOXY 4 1/2" DEEP
@48" O.C.
L3 1/2x3 1/2x1/4 LINTEL
G.C. TO VERIFY
LOCATION
TEMPORARY
PIN SUPPORTS
BOTTOM OF NEW ROOF
@ ADDITION
EXIST. WALL WITH
BRICK VENEER
EXIST. COMPOSITE BEAM
ABOVE TO
REMAIN
BELOW TO
BE REMOVED
Swim, Schuchat, & Cornett Engineering, Inc.
Chesterfield, Missouri 63005 Phone: 636.530.7770 Fax: 636.530.7877
18207 Edison Avenue
C
CO
PY
RI
GH
T 2
2-S
SC
E
NG
IN
EE
RI
NG
, IN
C.
C
06-30-09SITE PREP ADDITION
NEW MRI UNIT
Ad m in is tr a ti o n
Ve te ra n s
DRAWING NO.
OfDwg.
Project No.
Date
DrawnCheckedBuilding Number
Project Title
Approved: Service Director
Approved: Division Chief
Drawing Title th re e in ch es on e fo ot on e an d on e-ha lf in ch es on e fo ot on e in ch on e fo ot th re e-qu ar te rs in ch on e fo ot on e ha lf in ch on e fo ot th re e-ei gh ts in ch on e fo ot on e-qu ar te r in ch on e fo ot on e-ei gh t in ch on e fo ot
F E
D C
B A
1 2 3 4 5 6 7 8 9
A B
C D
E F
DateRevisions
D ra w in g sc a n n e d a n d ve c to ri ze d b y M a n ze r, S a n c h e z
A ss o c
In c
(3
AS BUILT DOCUMENTS FULLY SPRINKLERED
657-CSI-332
VAJC ST. LOUIS, MO.
JOHN COCHRAN DIVISION
Location
U.S. GOVERNMENT PRINTING OFFICE: 1983-400-285
St. Louis, Missouri 63101-1236 fox@fox-arch.com www.fox-arch.com Main: 314.621.4343 Fax: 314.621.0261
500 Washington Avenue Suite 1250
3/4" = 1'-0"7 SECTION @ FND WALL @ STEEL BEAM @ GB-3
3/4" = 1'-0"8 SECTION @ FND WALL @ PILASTER @ BEAM
3/4" = 1'-0"12 SECTION @ EXIST BASEMENT @ NEW OPENING
1/4" = 1'-0"14 SECTION @ GRADE BEAM
1" = 1'-0"3 TYPICAL INTERIOR DETAIL @ GB-1
3/4" = 1'-0"10 SECTION @ GB-2
1/2" = 1'-0"5 SECTION @ EXIST WALL
KNP JRC 1-SS7
FOUNDATION SECTION &
60 61
DETAILS
3/4" = 1'-0"19
SECTION @ CUTAINWALL @ EXIST WALL @
BASEMENT & 1ST FLR.
1" = 1'-0" A-A 24x24 AND 24x29 PILASTER DETAIL
3/4" = 1'-0"22 SECTION @ HAUNCH
3/4" = 1'-0"23 SECTION @ FRONT
3/4" = 1'-0"20 SECTION @SLAB @ REVOLVING DOOR
1/2" = 1'-0"18
DETAILS @ NEW BASEMENT WALL @ EXIST
BASEMENT WALL
3/4" = 1'-0"30 SECTION
3/4" = 1'-0"11
EXIST. BEAM CUTOUT @ SECOND FLOOR
CEILING
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