MSB Partial Original Drawings.pdf
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- RFI for MAGIS-100 Access Platforms
- Solicitation number
- AD_MAGIS-100_DA
About this file
These are architectural construction drawings for the NuMI Service Buildings located in Aurora, Illinois. The document set includes detailed floor plans, building sections, wall sections, foundation plans, and structural framing plans dated January 16, 2002, prepared by Crawford, Murphy & Tilly, Inc. consulting engineers.
The project encompasses multiple building levels with spaces including a fire command center (Room 101), entry vestibule (102), staging area (103), mechanical/electrical rooms (103, 106, 107), and mechanical shafts. Construction specifications include reinforced concrete masonry unit (CMU) walls in varying thicknesses (6", 8", 10", and 12"), aluminum curtain wall systems with 1-inch insulating glass or spandrel panels, metal wall panels with rigid insulation, 4-ply built-up roofing systems, and structural steel framing at multiple elevations. Key elevation references include finish floor at EL. 748'-6", various steel tops ranging from EL. 766'-6" to EL. 782'-6", parapet walls at EL. 784'-6", and final wall heights at EL. 797'-6". The foundation design incorporates reinforced concrete footings with compacted CA-6 base, vapor barriers, rigid insulation, and continuous reinforcing steel. Interior finishes specified include ceramic tile bases and floors, painted CMU walls, and various mechanical/plumbing fixtures. The drawings reference coordination requirements with electrical, plumbing, fire protection, and mechanical trade drawings, with specific notes regarding elevator enclosure bracing and temporary support during construction.
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Text version
V A
R
STEEL COL. & COMPONENTS -
SEE STRUCT.
STEEL COLUMN &
COMPONENTS - SEE
STRUCT.
B/COL COVER
EL. 748'-8" T/CONC PIER
EL. 748'-6"
OPEN AT TOP
ALUM. COLUMN COVER
AND BOT.
TOP OF COLUMN
SCALE: 1-1/2"=1'-0" -
COLUMN-PLAN
SCALE: 1-1/2"=1'-0" -
2 BOT. OF COLUMN
SCALE: 1-1/2"=1'-0" -
LIGHT FIXTURE -
SEE ELEC.
JUNCTION BOX -
SEE ELEC.
ALUM. COLUMN
COVER - OPEN AT
TOP & BOT.
9" 9"
COL. CL
V A
R
9" 9"
9" 9"
TOP/CONC
A
WALL TYPES
SCALE: NTS
12" REINFORCED CMU (PAINT)
B
FACE BRICK - 8" x 8" x 4"3
10" REINFORCED CMU6
AIR SPACE7
RIGID INSULATION - 1 1/2"
1'-6"
C
8" NOM.
8" REINFORCED CMU1
@ 16" O.C. VERTICALLY
2" INTERIOR INSULATED
METAL LINER PANEL
9 GALVANIZED 1/2" SUBGIRT
10 1-1/2" FLUSH EXTERIOR
INSULATED METAL WALL PANEL
E
10"4" 4"
(PAINT EXPOSED FACES)
HORIZONTAL JOINT REINF.
4"
12" NOM. 2" 4"
NOM. NOM. NOMINAL NOM.
D
8"
NOM.
1 1/2" 5 1/2"
11 Z - ANGLE CLIPS
F
1'-8"
8"6"
NOM.
NOM.NOM.
6"
12 6" CMU (PAINT EXPOSED FACES)
13 5 1/2" BATT INSULATION
WITH VAPOR BARRIER
NOM.
A
1"
D1
8"
NOM.
1 1/2"
A
3"
5 1/2"
33'-10"
59'-10"
139'-2"
STEEL PIPE
BOLLARD (TYP)
SEE C-12
FIRE
COMMAND
ENTRY
VESTIBULE
STAGING
AREA
MECHANICAL /
ELECTRICAL
7' -1
8" 8"
1' -8
6' -8
6'
-4
2' -8
B
1'-8"
9' -3
6'
-4
B
B
B
B
B
B
B
CC C
C
C
C
C C C D D
A
A
A
A
SHAFT
MECHANICAL
MECHANICAL
B
B
11"
1'-6"
E
6' -0
O
P E
N
IN
G
6' -0
O P
E N
IN
G
C E
N T
E R
D O
O R
IN
T
H
IS
A R
E A
'-6
'-2
8"9"
4'-1"
'-5
9"
'-1
1' -4
'-7
11"11"
EXIST.
ELEVATOR
6'-4"
1'-6"
'-0
O
P E
N
IN
G
7"
15'-51 2"
'-5
8"
A-19 A
A-19
C
A-19
B
EXIST.
ELEV.
6' -1
03 4" 2"
2"
'-4
2"
2" 6'
-4 1 2"
2" 6'
-1 03 4"
STEEL PIPE
BOLLARD (TYP)
SEE C-12
F
ALUMINUM WINDOW
FRAMING WITH 1"
INSULATING GLASS
OR 1" SPANDREL GLASS
(SPANDREL PANELS) WHERE
ALUMINUM WINDOW
FRAMING WITH 1"
INSULATING GLASS
OR 1" SPANDREL GLASS
(SPANDREL PANELS) WHERE
SEE A-13 FOR CONTINUATION
OF CONC. APRON IN THIS AREA
DOORS INCLUDE SIDE FRAMES.
NOTE: DIMENSIONS AT PEDESTRIAN
HB
HB
FD
FD
HOSE BIBB
SEE PLBG.
HOSE BIBB
SEE PLBG.
9"
A-18
'-1
1"
2' -7
1' -6
"1 '-6
3' -0
2'
-7 3 4"
SHOWN ON ELEVATIONS
SHOWN ON ELEVATIONS
14'-0" 6'-4" 5'-8"
1'-8"
10"
21'-31 2" 3'-4"
5' -1
1"
2" O
F F
S E
T
COL CL
9'-10"SHAFTCL
EQ. EQ.
'-8
1'-0" TO FACE
OF CONC. FND.
12'-10 1/2" 6'-4"
AURORA, ILLINOIS
60504
SUITE 107
(630) 820-0350 FAX
(630) 820-1022
CRAWFORD, MURPHY & TILLY, INC.
CONSULTING ENGINEERS
600 NORTH COMMONS DRIVE
SCALE: 1/4" = 1'-0"
FLOOR PLAN
1/4"=1'-0" 4 0 4 8
SCALE FEET
1 1/2"=1'-0"
SCALE FEET
1 0 1
SCALE:
1-16-02
1-16-02
1-16-02
J. SIMS
E. CRUMPLEY
D. NEVIN
1-16-02R. PLUNKETT, D. BOGERT1-16-02B. HELD
1-16-02M. WAGNER
1-16-02R. MURPHY
1-16-02P. O'SHEA
A U
G
MSB FLOOR PLAN
A-126-7-5
NuMI SERVICE BUILDINGS
2. FIELD VERIFY ELEVATOR ENCLOSURES AND OPENINGS
1. TEMPORARY BRACING OF EXISTING ELEVATORS SHALL
AND PERMANENTLY RESUPPORTED AT NEW MASONRY
BE TEMPORARILY RESUPPORTED DURING CONSTRUCTION
WALLS - SEE STRUCTURAL.
ELEVATOR NOTES:
WITH ELEVATOR SHOP DRAWINGS, ELEVATOR
MANUFACTURER AND EXISTING CONDITIONS.
CONT. 3/16"x12"x4 1/2" BENT PLATE
CLOSURE. TYP. AT PERIMETER OF BUILDING
AT COLUMN LINES 1, 5, A AND B. WELD TO
TOP OF BEAM FLANGE. PAINT.
2x6 TREATED WOOD NAILERS & BLOCKING, FASTEN TO BENT PLATE
20 GA. CAP FLASHING. WRAP OVER
TOP / FASCIA COPING
EL. 784'-6"
4-PLY BUILT-UP ROOFING SYSTEM OVER
1/2" FIBERBOARD OVER TAPERED ROOF
INSULATION AND 1-1/2" METAL ROOF
DECK
TOP OF PARAPET WALL
4" NOM. CANT
WALL GIRT
METAL PANEL
1-1/2" FLUSH EXTERIOR INSULATED
GALV. 1/2" SUBGIRT
METAL LINER PANEL
2" INTERIOR INSULATED
NOM.
2"4"1'-0" A
A-23
1' -0
9" 51 2" 11
2"
7"9"
4"1'-0"
1'-4"
8"1"
2"51
2"8"1"
7"9"
1'-4"
10"1"
SCALE: 1-1/2" =1'-0" A-12
C
2"41
2"1"
BEAM COPE - SEE STRUCTURAL
3 1/2" TO 6" INSULATION AT PARAPET-
INCREASE WOOD BLOCKING TO
MATCH INSULATION THICKNESS.
EL. 748'-6"
FINISH FLOOR
EL. 784'-6"
TOP / PARAPET
EL. 797'-6"
TOP / WALL
EL. 748'-6"
FINISH FLOOR
EL. 784'-6"
TOP / PARAPET
EL. 797'-6"
TOP / WALL
EL. 778'-0"
TOP / STEEL
SHAFT C
EL. 770'-9"
TOP / CRANE RAIL
39'-0"1'-4" 1'-4"
41'-8"
1'-4" 39'-0" 1'-4"
41'-8"
L
A-18 A
A-18 A
SCALE: 3/16"=1'-0" A-12
A
A-18
SCALE: 3/16"=1'-0" A-12
B
A-18
NOTE: NO PORTION OF THE ROOF STRUCTURE
OR PLUMBING, HVAC, FIRE PROTECTION
EQUIPMENT SHALL EXTEND BELOW
EL. 779'-5"
EL. 765'-2"
TOP / CONCRETE
A-14
EL. 779'-5"
BOT. ALL INTERFERENCES
107A 107B
A-14
EL. 779'-5"
BOTT. ALL INTERFERENCES
NOTE: NO PORTION OF THE ROOF STRUCTURE
OR PLUMBING, HVAC, FIRE PROTECTION
EQUIPMENT SHALL EXTEND BELOW
EL. 779'-5"
AURORA, ILLINOIS
60504
SUITE 107
(630) 820-0350 FAX
(630) 820-1022
CRAWFORD, MURPHY & TILLY, INC.
CONSULTING ENGINEERS
600 NORTH COMMONS DRIVE
3/16"=1'-0" 2 0 10 146
SCALE FEET
2 4 8 12
1 1/2"=1'-0"
SCALE FEET
1 0 1
SCALE:
1-16-02
1-16-02
1-16-02
J. SIMS
E. CRUMPLEY
D. NEVIN
1-16-02R. PLUNKETT, D. BOGERT1-16-02B. HELD
1-16-02M. WAGNER
1-16-02R. MURPHY
1-16-02P. O'SHEA
MSB BUILDING SECTIONS, SHEET 1
A-176-7-5
NuMI SERVICE BUILDINGS
SOAP DISPENSOR - SD (FERMILAB FURNISHED -
SUBCONTRACTOR INSTALL)
TOILET PAPER DISPENSER - TPD (FERMILAB FURNISHED -
SUBCONTRACTOR INSTALL)
TOILET SEAT COVER DISPENSER - TSCD (FERMILAB
FURNISHED - SUBCONTRACTOR INSTALL)
PAPER TOWEL DISPENSER/WASTE RECEPTACLE -
PTD/WR (FURNISHED AND INSTALLED BY SUBCONTRACTOR)
MIRROR - M (SUBTRACTOR FURNISH AND INSTALL)
GRAB BAR - GB-30 (FURNISHED AND INSTALLED BY
SUBCONTRACTOR)
GRAB BAR - GB-42 (FURNISHED AND INSTALLED BY
SUBCONTRACTOR)
UTILITY SHELF - US (SUBCONTRACTOR FURNISH AND INSTALL)
CLOTHES HOOK - CH (SUBCONTRACTOR FURNISH AND INSTALL)
CMU - PAINT
CERAMIC TILE BASE (& FLOOR TILE)
LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS
NOTES
3 2
3' -0
1'-0"3'-6"
2' -1
0"
3' -4
ELEVATION
SCALE:3/8"=1'-0" -
C ELEVATION
SCALE:3/8"=1'-0" -
D ELEVATION
SCALE:3/8"=1'-0" -
E
1' -6
4' -0
4" 2'-6"
9 7
3 2
5' -9
8'-4"
SCALE: 3/8"=1'-0"
PARTIAL FLOOR PLAN
A-12
1' -6
2'
-9
1' -6
BOT. OF MET. DECK
(2) 3"x3"x1/4" CONT ANGLES
ANCHORED TO DECK ONLY
ROD & SEALANT - BOTH
SIDES (FIRE SEAL AT
FIRE WALLS - FILL
CMU WALL
1-1/2" = 1'-0"
CMU WALL AT METAL DECK
1" w/ 1/2" S.S BOLTS AT 2'-0" CTS.
DECK VOIDS)
6"
EXISTING NEW
2TYPE 1 RAIL/FLOOR CONNECTION
1 1/2" = 1'-0"
1. (6) CURVED SECTIONS OF RAILING - RADIUS FROM CENTER OF SHAFT.
ELEVATION - RAILINGS-TYPE A-(REMOVABLE) - TYP.
SCALE: 1/2" = 1'-0"
NOTES:
A-17 B
3' -6
3 4" 5"
2" 41
2"8'-0"
5" 3'
-0 1 4"
EL. 748'-6"
FINISH FLOOR
EL. 784'-6"
TOP / PARAPET
EL. 764'-6"
ROLL-UP DOOR HEAD
EL. 770'-9"
TOP / CRANE RAIL
E
A
B
D1
106'-8"
1'-4"26'-0"1'-4"
BUILDING SECTION
SCALE: 3/16"=1'-0" A-12
A A-17
NOTE: NO PORTION OF THE BUILDING
OR PLUMBING, HVAC, FIRE PROTECTION
EQUIPMENT SHALL EXTEND BELOW
EL. 779'-5"
EL. 779'-5"
BOT / INTERFERENCES
A-14 A-15
A-22
3/16"=1'-0" 2 0 10 146
SCALE FEET
2 4 8 12
600 NORTH COMMONS DRIVE
CONSULTING ENGINEERS
CRAWFORD, MURPHY & TILLY, INC.
(630) 820-1022
(630) 820-0350 FAX
SUITE 107
60504
AURORA, ILLINOIS
SCALE:
1-16-02
1-16-02
1-16-02
J. SIMS
E. CRUMPLEY
D. NEVIN
1-16-02R. PLUNKETT, D. BOGERT1-16-02B. HELD
1-16-02M. WAGNER
1-16-02R. MURPHY
1-16-02P. O'SHEA
A U
G
MSB BUILDING SECTIONS, SHEET 2
A-186-7-5
NuMI SERVICE BUILDINGS6421
FEETSCALE
3 7501 3/8"=1'-0"
1/2"=1'-0" 5432101
SCALE FEET
1 1/2"=1'-0"
SCALE FEET
1 0 1
SCALE: 3"=1'-0" -
D
COPING FLASHING
TYPE "A"
CMU - FILL
WITH GROUT
SET IN
SEALANT
LIMESTONE
COPING
ROD AND SEALANT
TOP AND SIDES
SST SPLIT-TAIL ANCHOR
AT EA. HEAD JOINT -
SECURE TO CMU - (FILL
WITH GROUT)
PROVIDE SLOTS AT ENDS
OF EA. COPING PIECE TO
RECEIVE SPLIT-TAIL ANCHOR
BOND BEAM (H-TYPE)
EL. 765'-2", 771'-2"
T/BOND BEAM
AND EL. 776'-8"
#7 @ 32"
(FULL HEIGHT)
W/ 2-#7 CONT.
2" RIGID INSULATION
#7 @ 32"
(FULL HEIGHT)
12" CMU4" FACE BRICK
ROOF BEAMS
(BEYOND)
1'-0"
1'-6"
SCALE: 1-1/2"=1'-0" A-12
C
EL. 766'-6", 772'-6"
TOP /STEEL
AND EL. 778'-0"
NOM.
NOM.NOM. NOM.
EL. 748'-6"
FINISH FLOOR
FACE BRICK
FLASHING
EVERY SECOND BLOCK
HORIZONTAL JOINT REINF.
COURSE AND AS NOTED
2" RIGID INSUL.
FACE BRICK
EL. VARIES
TOP OF MASONRY
SLOPE
SLOPE
LIMESTONE COPING
GROUT CORES SOLID AT PARAPET
COUNTER FLASHING/FLASHING
4" CANT
1/2 " FIBERBOARD INSUL.
1 1/2" MET.DECK
12" CMU
4 PLY BUR W/GRAVEL
TAPERED INSUL. SLOPES
SEE ROOF PLAN FOR
2" RIGID INSULATION
24" X 24" CONT.
SCALE: 1-1/2"=1'-0" A-12
B
8"
4" 10" 4"
4"
4" 2" 12" NOM.
1'-6"
TREATED 2"x8" WOOD BLOCKING
91 2"
2"
71 2"
DRIP
1 2"
ROD & SEALANT
CONT. - BOTH SIDES
COPING FLASHING
TYPE "A"
SST SPLIT-TAIL ANCHOR
AT EA. HEAD JOINT - SEE
SECTION D, THIS SHEET
WEEPS @ 24" O.C.
STEEL ANGLE -
SEE STRUCTURAL
EL. VARIES
TOP / STEEL
MASONRY
4-PLY BUILT-UP ROOFING SYSTEM OVER 1/2"
FIBERBOARD OVER TAPERED INSULATION
AND 1-1/2" METAL ROOF DECK
SEE MECHANICAL, PLUMBING AND
FIRE PROTECTION DRAWINGS
METAL PANEL
1-1/2" FLUSH EXTERIOR INSULATED
GALV. 1/2" SUBGIRT
METAL LINER PANEL
2" INTERIOR INSULATED
ONLY ABOVE
ROOF LINE
AT EL. 772'-6"
A A-23
A-23
SCALE: 3/4"=1'-0" A-12
A
A-17, A-18
WALL GIRTS (TYP.)
SEE STRUCT.
COPED BEAM -
SEE STRUCTURAL
AURORA, ILLINOIS
60504
SUITE 107
(630) 820-0350 FAX
(630) 820-1022
CRAWFORD, MURPHY & TILLY, INC.
CONSULTING ENGINEERS
600 NORTH COMMONS DRIVE
3/4"=1'-0" 1 0 2 31
SCALE FEET
1 1/2"=1'-0"
SCALE FEET
1 0 1
SCALE:
1-16-02
1-16-02
1-16-02
J. SIMS
E. CRUMPLEY
D. NEVIN
1-16-02R. PLUNKETT, D. BOGERT1-16-02B. HELD
1-16-02M. WAGNER
1-16-02R. MURPHY
1-16-02P. O'SHEA
MSB WALL SECTIONS
A-196-7-5
NuMI SERVICE BUILDINGS
3"=1'-0"
CONT. 16 GA. GALV. CLEAT PAINTED
TO MATCH EXT. WALL PANELS
PRE-FINISHED 18 GA. GALV. FASCIA
COPING. COLOR TO MATCH WALL
PANELS
CONT. 3/16"x12"x4 1/2" BENT PLATE
CLOSURE. TYP. AT PERIMETER OF BUILDING
AT COLUMN LINES 1, 5, A AND B. WELD TO
TOP OF BEAM FLANGE. PAINT.
2x6 TREATED WOOD NAILERS & BLOCKING, FASTEN TO BENT PLATE
TYP.
20 GA. CAP
FLASHING. WRAP
OVER TOP OF
PARAPET WALL
20 GA. CAP FLASHING. WRAP OVER
EL. 784'-6"
TOP / FASCIA COPING
TOP / FASCIA COPING
EL. 784'-6"
4-PLY BUILT-UP ROOFING SYSTEM OVER
1/2" FIBERBOARD OVER TAPERED ROOF
INSULATION AND 1-1/2" METAL ROOF
DECK
TOP OF PARAPET WALL
4" NOM. CANT
WALL GIRT
METAL PANEL
1-1/2" FLUSH EXTERIOR INSULATED
GALV. 1/2" SUBGIRT
METAL LINER PANEL
2" INTERIOR INSULATED
JOINT & SEALANT
CONC. SLAB
REINFORCED
2" x 24" EA. WAY
FDN. INSUL.
EXTRUDED POLYSTYRENE
LEDGE ANGLE
1/2" ISOLATION21 4"
6"
1"
1" 4"
10"
7"
11 2"
4 PLY BUILT-UP ROOFING SYSTEM OVER
1/2" FIBERBOARD OVER TAPERED
ROOF INSULATION AND 1-1/2" METAL
ROOF DECK
3-1/2"x3-1/2"x3/8"x4" CLIP
ANGLE CONNECTOR - ANCHOR
TO EACH VERTICAL MULLION
CLEAR ANODIZED ALUM.
FACIA, GRAVEL STOP
TO MATCH CURTAIN WALL
WOOD BLOCKING
ANCHOR SECURELY
8"x5"x3/8" CONT.
WELD TO BEAM
SEALANT
ALUM. CURTAIN
WALL FRAMING
SYSTEM w/ 1" INSUL.
SPANDREL GLASS
VERTICAL MULLION
21 4"
6"
1"
1" 4"
VERTICAL MULLION
1" INSUL. SPANDREL GLASS
21 4"
6"
1"
1"
4"
VERTICAL MULLION
1" INSUL. SPANDREL GLASS
8" 4"
1'-0"
FIN. FLOOR
EL. 748'-6"
SEALANT
BOTH SIDES
EXTERIOR CONC. SLAB
CONC. FOUNDATION WALL
INTERIOR CONC. SLAB
ALUM. CURTAIN
WALL FRAMING
SYSTEM w/ 1" INSUL.
SPANDREL GLASS
P.J.F.
4"6"2"
ALUM. CURTAIN
WALL FRAMING
SYSTEM w/ 1" INSUL.
SPANDREL GLASS
CURVED MASONRY WALL
ALUM. SILL BELOW
6" 4"
10"
ALUM. CURTAIN
WALL FRAMING
SYSTEM w/ 1" INSUL.
SPANDREL GLASS
11"11"
8" 51 2"
9" 7"
1" 11 2"
N O
M
C M
U
1' -4
ALUM. SILL BELOW
FACE OF CONC.
FOUNDATION BELOW
EXTERIOR INSUL.
METAL PANEL
8" CMU
CONTROL JOINT
8" 1"
N O
M
C M
U
2"
1'-0"
6" 1"
1' -4
1" WOOD BLOCKING
6"
21 4" 21 2"
D O
O R
O P
E N
IN
G
D O
O R
O P
E N
IN
G
STEEL REINFORCEMENT
AT VERTICAL MULLIONS
ADJACENT TO DOORS
11"11"
8"
N O
M
C M
U
8" CMU
STEEL COLUMN
1'-10"
2" 41
2"
4" 7"11
1' -5
1 4"
3' -0
4" CMU
CONTROL JOINT
STEEL COLUMN
CONTROL JOINT
ALUM. CURTAIN
WALL FRAMING
SYSTEM w/ 1" INSUL.
SPANDREL GLASS
FLUSH ALUM. DOOR
ALUM. CURTAIN
WALL FRAMING
SYSTEM w/ 1" INSUL.
SPANDREL GLASS
8"
N O
M
C M
U
STEEL COLUMN
1' -5
1 4"
2' -4
1 4"
A
ALUMINUM CURTAIN WALL 1-1/2"=1'-0"
HEAD/ROOF FASCIA
A-20
ALUMINUM CURTAIN WALL 1-1/2"=1'-0"
(HORIZONATL SIMILAR)
A-20
10"2"
ALUMINUM CURTAIN WALL 1-1/2"=1'-0"
SILL DETAIL
A-20
ALUMINUM CURTAIN WALL 1-1/2"=1'-0"
DOOR TRANSOM
A-20
ALUMINUM CURTAIN WALL 1-1/2"=1'-0"
DOOR JAMB
A-20
A
B
ALUMINUM CURTAIN WALL 1-1/2"=1'-0"
METAL WALL PANELS
A-12
SIDE JAMB AT
ALUMINUM CURTAIN WALL 1-1/2"=1'-0"
SIDE JAMB @ MASONRY WALL
A-20
TYP. AT FOUR LOCATIONS 1-1/2"=1'-0"
MASONRY AT STEEL COLUMN
A-12
B
1-1/2"=1'-0"
METAL WALL PANELS
A-12
MASONRY EXPANSION JT. AT
A 1 B 5
1'-0" 4" 2"
1' -0
SECTION
PARAPET 1-1/2"=1'-0" A-19
A
A 1 B
4"1'-0" 1"
11"
DETAIL
WALL SILL 1-1/2"=1'-0" A-20
TYP.11
DETAIL
WALL SILL 3"=1'-0" -
4" 2"
3"
1' -0
DETAIL
COPING 3"=1'-0" -
SECTION
OVERFLOW OPENING 1-1/2"=1'-0" A-14
C
GALVANIZED 18 GA.
GRAVEL STOP 3" HIGH
4-PLY BUILT-UP ROOFING
SYSTEM OVER 1/2"
FIBERBOARD OVER
TAPERED INSULATION AND
1-1/2" METAL ROOF DECK
2' -0
CANT
GRAVEL
6"
TRIM FASTEN TO WALL
18 GA. GALV. & PAINTED STL.
STL. PLATE
SEALANT
3"x12" WIDE
PRE-FINISHED 18 GA.
GALV. FASCIA COPING.
COLOR TO MATCH WALL
PANELS
4" 2"1'-0"
WALL GIRT
EL. 782'-6"
TOP / STEEL
EL. 784'-6"
TOP / FASCIA COPING
EL. 783'-6"
BOT / FASCIA COPING
20 GA. CAP FLASHING B
OVERFLOW OPENING
3" 3"
& A-20
18 GA. GALV. &
PAINTED TRIM EJ
MASONRY TIES -
HECKMAN #325 & #326
GROUT
WOOD BLOCKING
NOTE: SECTION B ON THIS
SHEET DELETED.
MASONRY TIES - COL. 5
ONLY - HECKMAN #325 & #326
VARIES
8" TO 12"
SEE STRUCT.
A-19
STEEL FRAMING -
SEE STRUCT.
A-18 A-14
STEEL BEAMS -
SEE STRUCTURAL
8" 1'
-3
1' -1
1"
N O
M
C M
U
3 1/2" BATT INSUL.
18 GA. ALUM. INTERIOR
FACE SHEET TO MATCH
CURTAIN WALL
1" INSUL. PANEL FITTED INTO
CURTAIN WALL WITH 18 GA.
ALUM. EXTERIOR FACE SHEET
TO MATCH CURTAIN WALL
2"X4" WOOD STUDS CONT. VERTICALLY
W/ 2"X4" WOOD BLOCKING @ 16" O.C.
HORIZONTALLY - SECURE TO MASONRY
AND CURTAIN WALL.
3"x2" ALUM. CLOSURE ANGLE.
MATCH FRAME- W/ SEALANT
3 1/2 "x2" ALUM. CLOSURE
ANGLE. MATCH FRAME-
W/ SEALANT
5 8"
2"x2" ALUM.
CLOSURE ANGLE
2"x2" ALUM.
CLOSURE ANGLE
5 1/2" BATT INSUL.
S
P A
C E
S
'-1
'-5
/4
S
P A
C E
S
'-1
'-5
/4
5 8"
CL MULLION
CL MULLION
END OF CMU
@ COL. 4
1" 4"
EXTERIOR INSULATED
METAL WALL PANEL
METAL LINER PANEL
INTERIOR INSULATED
CONTINUOUS L5"x3"x1/4"
EXP.
ANCHOR
1"
2" INSIDE NEOPRENE CLOSURE
APPROX. GRADE
1"
SEALANT
SET IN CONT. BEAD
OF SEALANT
NOTE: DETAILS OF LOUVERS IN
CURTAIN WALL SIM. TO DETAILS
ON SHEET A-16
PLAN AT VERT. MULLION
CMU
CMU
FACE BRICK
NOTE:
FILLER PANEL MATERIALS IN
THIS AREA SAME AS FILLER
PANEL IN DETAIL 7 BELOW.
1' -0
CONT. 4"x3"x1
4" LLH
GALV. STEEL ANGLE
GROUT
SEALANT AND
BACKER ROD
2" Ø x 3 12"
MIN. EMB.
@ 18" O.C.
8" 1 - 18
AURORA, ILLINOIS
60504
SUITE 107
(630) 820-0350 FAX
(630) 820-1022
CRAWFORD, MURPHY & TILLY, INC.
CONSULTING ENGINEERS
600 NORTH COMMONS DRIVE
1 1/2"=1'-0"
SCALE FEET
1 0 1
3"=1'-0"
SCALE FEET
SCALE:
1-16-02
1-16-02
1-16-02
J. SIMS
E. CRUMPLEY
D. NEVIN
1-16-02R. PLUNKETT, D. BOGERT 1-16-02B. HELD
1-16-02M. WAGNER
1-16-02R. MURPHY
1-16-02P. O'SHEA
A
U G
, 2
MSB DETAILS, SHEET 1
A-236-7-5
NuMI SERVICE BUILDINGS
PROVIDE DIELECTRIC SEPARATION AT DISSIMILAR MATERIALS.NOTE:
B
A
T.O.C.
748'-6" OR
747'-10"
3/16"=1'-0" 2 0 10 146
SCALE FEET
2 4 8 12
FLOOR SLAB PLAN
FOUNDATION AND
3/16" = 1'-0"
B
SC-8
C
SC-10
E
SC-7
A
SC-8
J
SC
-9
1"=1'-0"
SCALE FEET
SC-8
F
SCALE:
1-16-02
1-16-02
1-16-02
J. SIMS
E. CRUMPLEY
D. NEVIN
1-16-02R. PLUNKETT, D. BOGERT1-16-02B. HELD
1-16-02M. WAGNER
1-16-02K. McCOY
1-16-02J. FICKBOHM
A U
G
MSB FOUNDATION PLAN AND SCHEDULE
SC-66-7-5
NuMI SERVICE BUILDINGS
G
SC-8
SC-7
H
SC-8
C
600 NORTH COMMONS DRIVE
CONSULTING ENGINEERS
CRAWFORD, MURPHY & TILLY, INC.
(630) 820-1022
(630) 820-0350 FAX
SUITE 107
60504
AURORA, ILLINOIS
SECTION
3/4" = 1'-0" -
D
D
C
DETAIL
3/8" = 1'-0" -
TYPICAL SUBGRADE DETAIL
1" = 1'-0"
8"
748'-6" T.O.C.
1 1/2" CL.
B11"
2' -0
T.O.C.
747'-11 1/2"
SEALANT
1/2" PJF &
MIN.
2'-0"
1" 8"
3' -2
/2
(SEE SLAB PLAN ON SHT. SC-6)
4'-0"
6"
6" COMPACTED CA-6 98%
STD. PROCTOR DENSITY
ON TOP OF CRUSHED
ROCK SITE FILL.
VAPOR BARRIER
6 MIL POLYETHYLENE
2" RIGID
INSULATION
#5 BENT @ 12"
(2'-0" X 3'-0")
(TYP. 3 SIDES)
6" FROST WALL
#5 BENT
@ 12"
#5 @ 12"
CONT.
3"CL.
#5 @ 12"
CONT.
#5 @ 12" W/STD.
90° HOOK
(ALT. HOOKS)
LOW POINT
EL. 747'-10 1/2"
1/2"
6X6-W6XW6
(FLAT SHEETS ONLY)
WELDED WIRE FABRIC
8" 6"6"
1'-8"
2-#5@12"
(2 FROST WALLS THUS)
WALL W/STD. 90° HOOK
INTO FOUNDATION
3-#5 DOWELS
5"
2" CL.
1'-4"
SECTION
3/4" = 1'-0" -
A
PLAN - TYPE I FOOTING
3/4" = 1'-0"
A
B
PLAN - TYPE II FOOTING
3/4" = 1'-0"
SECTION
3/4" = 1'-0" -
B
SECTION
3/4" = 1'-0" -
C
PLAN - TYPE III FOOTING
3/4" = 1'-0"
C
3/4"=1'-0" 1 0 2 31
SCALE FEET
SECTION
3/4" = 1'-0" SC-6
E
SECTION
1" = 1'-0" SC-6
H
SCALE:
600 NORTH COMMONS DRIVE
CONSULTING ENGINEERS
CRAWFORD, MURPHY & TILLY, INC.
(630) 820-1022
(630) 820-0350 FAX
SUITE 107
60504
AURORA, ILLINOIS
1-16-02
1-16-02
1-16-02
J. SIMS
E. CRUMPLEY
D. NEVIN
1-16-02R. PLUNKETT, D. BOGERT 1-16-02B. HELD
1-16-02M. WAGNER
1-16-02K. McCOY
1-16-02J. FICKBOHM
A U
G
MSB FOUNDATION DETAILS, SHEET 1
SC-76-7-5
NuMI SERVICE BUILDINGS1"=1'-0"
SECTION
1"=1'-0" -
B
B
B
G
DETAIL
1"=1'-0" -
SECTION
1"=1'-0" -
G
B
A
B
2 3 4 5
A
LOCATION
FRAMING PLAN AT EL. 782'-6"
3/16" = 1'-0"
3/16"=1'-0" 2 0 10 146
SCALE FEET
2 4 8 12
FRAMING PLAN AT EL. 766'-6"
3/16" = 1'-0"
FRAMING PLAN AT EL. 772'-6"
3/16" = 1'-0"
J
SS-11
D
SS-9
SS-7
E
SS-9
B
C
SS-9
LOCATION 2
LOCATION 3
KEY PLAN
N.T.S.
1"=1'-0"
SCALE FEET
B
A
SS-11
SS-11
C
SS-9
SS-9
A
F
SS-7
SCALE:
1-16-02
1-16-02
1-16-02
J. SIMS
E. CRUMPLEY
D. NEVIN
1-16-02R. PLUNKETT, D. BOGART1-16-02B. HELD
1-16-02M. WAGNER
1-16-02K. McCOY
1-16-02J. FICKBOHM
A U
G
MSB ROOF FRAMING PLANS
SS-86-7-5
NuMI SERVICE BUILDINGS
600 NORTH COMMONS DRIVE
CONSULTING ENGINEERS
CRAWFORD, MURPHY & TILLY, INC.
(630) 820-1022
(630) 820-0350 FAX
SUITE 107
60504
AURORA, ILLINOIS
1/4"=1'-0" 4 0 4 8
SCALE FEET
FRAMING PLAN AT EL. 778'-0"
3/16" = 1'-0"
CURVED WALL AT ROOF
STUD LAYOUT PLAN
3/16" = 1'-0"
LOCATION
5LOCATION
B
B
SS-10
SS-10
SS-10
SS-10
G
SS-7
1/8"=1'-0" 8 0 8 16
SCALE FEET
FRAMING ELEVATION ALONG COLUMN LINE
1/8" = 1'-0"
B
FRAMING ELEVATION ALONG COLUMN LINE
1/8" = 1'-0"
FRAMING ELEVATION ALONG COLUMN LINE
1/8" = 1'-0"
SS-11
SS-11
SS-11
SS-11
SS-11
FRAMING ELEVATION ALONG COLUMN LINE
1/8" = 1'-0"
A
SECTION
1" = 1'-0" SS-8
D SECTION
1" = 1'-0" SS-8
A SECTION
1" = 1'-0" SS-8
B
SS-11
SS-11
SS-11
SECTION
1" = 1'-0" SS-8
C
SCALE:
1-16-02
1-16-02
1-16-02
J. SIMS
E. CRUMPLEY
D. NEVIN
1-16-02R. PLUNKETT, D. BOGERT1-16-02B. HELD
1-16-02M. WAGNER
1-16-02K. McCOY
1-16-02J. FICKBOHM
A U
G
MSB FRAMING ELEVATIONS
SS-96-7-5
NuMI SERVICE BUILDINGS
600 NORTH COMMONS DRIVE
CONSULTING ENGINEERS
CRAWFORD, MURPHY & TILLY, INC.
(630) 820-1022
(630) 820-0350 FAX
SUITE 107
60504
AURORA, ILLINOIS
1/4"=1'-0" 4 0 4 8
SCALE FEET
SS-11
F
SS-11
| A12-6-7-5 Layout1 (1) |
| A17-6-7-5 Layout1 (1) |
| A18-6-7-5 Layout1 (1) |
| A19-6-7-5 Layout1 (1) |
| A23-6-7-5 Layout1 (1) |
| SC06-6-7-5 Layout1 (1) |
| SC07-6-7-5 Layout1 (1) |
| SS08-6-7-5 Layout1 (1) |
| SS09-6-7-5 Layout1 (1) |
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