657-CSI-332_1-SS5.pdf
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- Solicitation number
- 36C25526R0167
About this file
This document is a structural drawing set for a Site Prep Addition project involving a new MRI unit facility at the Veterans Administration John Cochran Division in St. Louis, Missouri. The drawing package, prepared by SSC Engineering, Inc. and Fox Architects, includes foundation/basement plans and first floor framing plans dated June 30, 2009, and marked as fully sprinklered as-built documents.
The foundation plan specifies a 4-inch normal weight concrete slab on grade reinforced with 6x6/W1.4 x W1.4 welded wire fabric placed in the upper third, with top of slab elevation at 89'-0" unless otherwise noted. The foundation includes drilled piers (P1 through P5) with 30-inch diameters, six #7 vertical reinforcing bars with #4 ties at 6-inch spacing, and rock socket depths ranging from 0 to 4 feet. Grade beams (GB-1, GB-2, and GB-3) support the structural system with various W-shaped steel beams (W18x55, W18x65, W14x22, W16x31, W12x19, and W12x14) specified for the first floor framing. The first floor framing plan indicates a steel deck system with 2-inch, 20-gauge metal deck and 3.25-inch normal weight concrete topping (5.25-inch total thickness), reinforced with 6x6-W2.1xW2.1 welded wire fabric. Top of finished floor elevation is set at 100'-0", with top of floor slab at 99'-11.25". The drawing references general structural notes on Sheet 1-SS1, reinforcing schedules on Sheet 1-SS2, typical details on Sheets 1-SS3 and 1-SS4, and requires coordination with architectural, mechanical, plumbing, and electrical drawings for final construction implementation.
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| 657-CSI-332_1-SS7.pdf | ||
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1. SEE SHEET 1-SS1 FOR GENERAL STRUCTURAL NOTES, INCLUDING MATERIAL
STRENGTHS.
2. SEE SHEET 1-SS3 FOR TYPICAL SLAB ON GRADE DETAILS.
3. SEE SHEET 1-SS3 FOR TYPICAL FOUNDATION DETAILS.
4. REFER TO THE ARCHITECTURAL DRAWINGS AND/OR COORDINATE WITH THE
ARCHITECT REGARDING MISSING DIMENSIONS.
5. TOP OF SLAB ON GRADE ELEVATION = 89’-0” UNLESS NOTED OTHERWISE.
6. PROVIDE 4” NORMAL WEIGHT CONCRETE SLAB ON GRADE REINFORCED WITH
6X6/W1.4 X W1.4 WWF PLACED IN UPPER THIRD OF SLAB. AT CONTRACTORS
OPTION, AND WITH APPROVAL OF ARCHITECT, FIBER MESH MAY BE
SUBSTITUTED FOR WWF AT THE RATE OF 1.5#/CY.
7. PLACE SLAB ON 10 MIL. VAPOR BARRIER, OVER 6” MINIMUM
OF CRUSHED ROCK & 3'-0" OVER EXCAVATION.
8. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RAMPS, DEPRESSED
SLABS, STEPPED SLABS, STOOPS AND NON-BEARING PARTITION WALLS.
9. PLACE ALL STOOP SLABS ON MINIMUM 4’-0” DEPTH OF CLEAN GRANULAR FILL
MATERIAL.
10. NEW SLAB ON GRADE T/SLAB IS TO MATCH T/EXIST SLAB. FIELD VERIFY
EXISTING ELEVATIONS AT POINTS OF MATCHING CONTACT PRIOR TO FINAL
GRADING.
11. TOP OF EXTERIOR FOOTING ELEVATION (PER PLAN) UNLESS NOTED OTHERWISE
ON PLAN.
12. TOP OF INTERIOR FOOTING ELEVATION (PER PLAN) UNLESS NOTED OTHERWISE
ON PLAN.
13. COORDINATE TOP OF FOOTING ELEVATIONS WITH CROSSING MECHANICAL
PLUMBING LINE INVERTS AND ELECTRICAL LINE LOCATIONS. STEP FOOTINGS
DOWN ON EITHER SIDE OF LINE AND SLEEVE THROUGH FOUNDATION WALLS.
14. ASSUMED TOP OF BEDROCK ELEVATION 77’-0”.
15. SEE ARCHITECTURAL & CIVIL DRAWINGS FOR FOUNDATION AND UNDERSLAB
DRAINAGE SYSTEM.
16. REINFORCE CONCRETE WALLS PER GENERAL NOTES UNLESS NOTED
OTHERWISE.
17. COORDINATE ALL PIPE SLEEVES THRU GRADE BEAMS WITH PLUMBING
DRAWING SHEET 1-PL2. NOT ALL LOCATION SHOW ON PLAN. SEE TYPICAL
PIPE TRENCH FOOTING DETAIL ON 1-SS3
I
J
L
M
3a
3a
4e
4e
1-SS7
8' - 8" 17' - 7" 15' - 0"
0"
0"
0"
1-SS7
1-SS7
1-SS7
1-SS7
1-SS7
1-SS7
1-SS7
1-SS7
1-SS7
P4
P2
P5 P3
P3 P2 P1 P1
P2 P1P2P3
GB-2
GB-2
G B-
G B-
G B-
1 G B-
1-SS7
G B-
GB-3
GB-3
GB-1
GB-1
G B-
G B-
2' - 2"
15' - 0"17' - 7"8' - 8" 1' - 4 3/4"
9 1/4"
1'
0"
1'
0"
1' - 5"
HATCH DENOTES
EXIST BUILDING
1-SS7
SEE NOTE 17
TOP OF SLAB=
89'-0"
TYPICAL CONTROL/CONSTRUCTION
JOINT @ 15"-0"O.C. MAX.
1-SS7
1-SS7
1-SS7
1-SS7
TGB= 88' - 4" (TYP)
TGB= 88' - 4"
1-SS7
1-SS7
1-SS7
1-SS7
1' - 5"
1' - 0"
SEE NOTE 17
SEE NOTE 17
SEE NOTE 17
I
J
L
M
12343a4e
4e
Ie
Je
Le
Me
W18X55
W18X55
W
X1
W
X2
W
X2
W16X31
W16X31W12X14
W12X14
W
X2
W
X2
W
X2
W12X19
4' - 4 3/4" @ W12X19
5' - 2 3/8"
W12X19
5' - 2 3/8"
W14X22
4' - 4 3/4"
0"
/8
W12X19
4' - 4 3/4" @ W12X19
5' - 2 3/8"
15' - 0"17' - 7"8' - 8" 2' - 2"
W
X6
W
X6
W
X1
W
X1
1-SS7
1-SS7
1-SS7
HATCH DENOTES
EXIST BUILDING
W18X55
W18X55
W12X14
W12X14
1-SS7
1-SS7
1-SS7
K.3
I.9
6'
3"
0.3
5' - 11 1/2"
1'
7/
8"
1-SS7
EDGE
1' - 0" SLAB
EDGE
1' - 0" SLAB
ED
G
E 7"
S
LA
B
L3x3x1/2
SEE NOTE
1-SS7
1-SS8
1-SS7
1'
1/
8" 1'
6"
1' - 5"
12' - 9 5/8"
FOOTING
SEE SECTION
20/1-SS7
FOOTING
SEE SECTION
20/1-SS7
DECK EDGE
1' - 3 3/4" 30
1-SS7
W
X1
4' - 4" 4' - 4"
W
X1
2 5/8" E.J.
DECK
SPAN
1-SS8
Sim
1-SS7
(2)-#6
(2)-#6
#4 TRIM BAR
EACH SIDE
CUT EXIST
COLUMNS
DOWN TO
SLAB HEIGHT
CUT EXIST
COLUMNS
DOWN TO
SLAB HEIGHT
1-SS8
ED
G
E 7"
S
LA
B
SEE TYP DETAIL
ON SS3 FOR FRAMING
AROUND OPENINGS
IN FLOOR SLAB (TYP.)
COOR. EXACT LOCATION
W/MECH
1. SEE SHEET 1-SS1 FOR GENERAL STRUCTURAL NOTES, INCLUDING MATERIAL STRENGTHS.
2. SEE SHEET 1-SS2 FOR COLUMN, FOOTING, AND CMU WALL REINFORCING SCHEDULES.
3. SEE SHEET 1-SS2 FOR LINTEL SCHEDULES.
4. TYPICAL TOP OF STEEL BEAM (DECK/JOIST BEARING) ELEVATION = 99’-6”.
5. REFER TO THE ARCHITECTURAL DRAWINGS AND/OR COORDINATE WITH THE ARCHITECT
REGARDING MISSING DIMENSIONS.
6. INDICATES SPAN DIRECTION OF FLOOR DECK.
7. TOP OF FINISHED FLOOR ELEVATION 100’-0” UNLESS NOTED OTHERWISE. TOP OF FLOOR
SLAB ELEVATION=99'-11 1/4" UNLESS NOTED OTHERWISE. SEE NOTE 16.
8. PROVIDE 2” - 20 GA. 2VLI METAL DECK WITH 3 1/4” NORMAL WEIGHT CONCRETE
TOPPING (5 1/4” TOTAL THICKNESS). REINFORCE WITH 6x6-W2.1xW2.1 W.W.F. ATTACHMENT
PATTERN 36/4 PATTERN W/5 SIDELAPS WELDED. SEE NOTE 16.
9. SEE 1-SS4 FOR TYPICAL OPENING FRAME. COORDINATE WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS FOR OPENING LOCATIONS AND SIZE. VERIFY NUMBER, SIZE
AND LOCATION OF ALL OPENINGS IN SLAB WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL.
10. SLAB IS TO BE LEVEL AFTER BEAM AND DECK DEFLECTION HAS OCCURRED DUE TO CONCRETE
WEIGHT. PROVIDE ADDITIONAL CONCRETE REQUIRED TO ACCOUNT FOR DEFLECTIONS AND TO
ACHIEVE A LEVEL SLAB. STEEL FLOOR BEAMS. SCREED OFF OF COLUMNS TO ASSURE OVERALL
FLATNESS AND LEVELNESS.
11. NEW T/SLAB IS TO MATCH T/EXIST SLAB. FIELD VERIFY EXISTING ELEVATIONS AT POINTS OF
MATCHING CONTACT PRIOR TO FABRICATION OF STRUCTURAL STEEL.
12. CONCRETE SLAB IS A FUTURE FLOOR SLAB AND IS TO BE FINISHED TO FLOOR SLAB SPECIFICATIONS.
13. AT BEARING WALLS LOCATE MECHANICAL OPENINGS MINIMUM 16 INCHES FROM BEAM BEARING
LOCATIONS. SEE MECHANICAL DRAWINGS FOR OPENING LOCATIONS NOT SHOWN.
14. SEE 1-SS3 FOR TYPICAL EMBED PLATE IN CONCRETE WALLS SUPPORTING STEEL BEAMS.
SPECIAL CONDITIONS ARE NOTED ON PLAN.
15. PLACE ALL STOOP SLABS ON MINIMUM 4’-0” DEPTH OF CLEAN GRANULAR FILL
MATERIAL.
16. AT AREAS W/TERRAZZO OR WALK-OFF MAT FLOORING ASSUMED 3/4" THICK SO TOTAL THICKNESS (DECK + CONC. + FLOOR FINISH) =6". SEE ARCH. DWGS FOR EXTENTS OF TERRAZZO AND WALK-OFF
MAT FLOOR.
17. SEE TYP. MOMENT FRAME BOT. FLANGE BRACING ON 1-SS4
DRILLED PIER SCHEDULE
MARK DIAMETER VERT. REINF. TIES ROCK SOCKET DEPTH
(in) NO. SIZE SIZE SPACING (ft.)
P1 30 6 7 4 6 0 P2 30 6 7 4 6 1 P3 30 6 7 4 6 2 P4 30 6 7 4 6 3 P5 30 6 7 4 6 4
Swim, Schuchat, & Cornett Engineering, Inc.
Chesterfield, Missouri 63005 Phone: 636.530.7770 Fax: 636.530.7877
18207 Edison Avenue
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CO
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RI
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T 2
2-S
SC
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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
1/8" = 1'-0"
FOUNDATION/BASEMENT PLAN
1/8" = 1'-0"
FIRST FLOOR FRAMING PLAN
KNP JRC 1-SS5
FOUNDATION/BASEMENT PLAN
AND FIRST FLOOR FRAMING PLAN
58 61
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