Plans_-_Amendment_8.pdf
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W912DS-14-B-0007 Amendment 0008 for Revised Drawings and Specifications
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1 2 3 4 5 6 7 8 9 10 11 12 13 14
A
B
C
D
E
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7800 7800 7800 9000 9000 7800 7800 500 10000 10500 10500 10500 13900 12000
PART A
PART C
PART B
D.1
E.2
E.1
C.9
8.1
PART A
PART C
PART B
US Army Corps of Engineers New York District
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Am en dm en t #
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1 : 2001 01 - FOUNDATION & FIRST FLR PLAN - OVERALL
1 : 10002 01 - OVERALL KEY PLAN
N
TRUE NORTH
WIND
PLAN NORTH
0 100 200 mm
1. SEE SHEET S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.
3. FINISHED FIRST FLOOR ELEVATION = 0.00 METERS U.N.O. ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN
MILLIMETERS.
4. REFER TO NEXT THREE DRAWINGS FOR DETAILS ABOUT THE FOUNDATION & FIRST FLOOR PLAN PARTS A, B, AND C, RESPECTIVELY.
5. ALL PIERS ARE CENTERED ON TOP OF FOOTING.
6. COORDINATE WITH CIVIL DRAWINGS FOR LOCATIONS OF UTILITIES.
7. PART C REPRESENTS THE PROJECT OPTION OBI-1, AS DESCRIBED IN THE PLANS AND SPECS. THIS PORTION OF THE STRUCTURE WILL ONLY BE CONSTRUCTED IF AWARDED WITH THE BASE PROJECT. ALL STRUCTURAL ELEMENTS ASSOCIATED WITH THE PROJECT OPTION OBI-1 ARE SHOWN IN A GRAY-SCALE. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAILS.
1 2 3 4 5 6 7 8
D
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COL. LINE D
7800 7800 7800 9000 9000 7800 7800 500
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C O
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MATCHLINEPART C
PART A
M
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PA
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A
PA
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S-506
CJ
CJ
CJ
C J
C J
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MATCHLINE PART C
PART A
D.1
E.2
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S-201
C O
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S-201
C O
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S-501
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S-502
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CJ
CJ
CJ
CJ
CJC
J
C J
C J
C J
C J
C J
C J
CJ CJCJ
S-502
S-501
S-501
2.0%
2.0%WASH BAY PIT
TRENCH DRAINS
THICKENED
SLAB EDGE
S-503
LOCATION OF INSTALLEDVEHICLE LIFT(TYPE 2)
LOCATION OF INSTALLEDVEHICLE LIFT(TYPE 1)
LOCATION OF INSTALLEDVEHICLE LIFT(TYPE 1)
LO
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200mm SLAB-ON-GRADE
FFE = 0.0 MM
S-506
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PAINT BOOTH S-505
PAINT BOOTH TRENCHES
S-502
DEPRESSED SLAB
FOR ENTRANCE MAT
DEPRESSED SLAB
FOR ENTRANCE MAT
DEPRESSED SLAB
FOR ENTRANCE MAT
DEPRESSED SLAB
FOR ENTRANCE MAT
DEPRESSED SLAB
FOR ENTRANCE MAT
S-502
S-516
S-515
EXTERIOR PORCH
STRUCTURE
CONDITIONAL PORCH
STRUCTURE (SEE NOTES)
(+3700)
(+3700)
(+3700)
(+3700)
PROJECT OPTION OBI-1 AREA
OPTION OBI-1 COLUMN
LOCATIONS OF OVERHEAD DOORS 500
S-516
S-201
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PART A
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Am en dm en t #
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1 : 1001 01 - FOUNDATION & FIRST FLR PLAN - PART A
1 : 10002 01 - PART A KEY PLAN
N
TRUE NORTH
WIND
PLAN NORTH
0 50 100 mm
1. SEE SHEET S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.
3. FINISHED FIRST FLOOR ELEVATION = 0.00 METERS U.N.O. ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.
4. ALL PIERS ARE CENTERED ON TOP OF FOOTING.
5. SLAB IS 200mm THICK CONCRETE SLAB-ON-GRADE WITH #13 REBAR @ 300mm O.C. EACH WAY
6. COORDINATE WITH CIVIL DRAWINGS FOR LOCATIONS OF UTILITIES.
7. "CJ" DENOTES SLAB-ON-GRADE CONSTRUCTION OR CONTRACTION JOINTS. SEE DETAILS.
8. SEE DETAILS FOR ALL PITS, TRENCHES, AND DEPRESSIONS IN THE SLAB-ON-GRADE.
9. CONDITIONAL PORCH STRUCTURES SHALL ONLY BE PLACED IF THE PROJECT OPTION OBI-1 (PART C) IS NOT AWARDED W/ THE BASE.
Structural Foundation Schedule Mark Size (LxWxt) Reinforcement Remarks
F1 2500 x 2500 x 610 (10) #19 EA WAY T&B F2 3000 x 3000 x 610 (12) #19 EA WAY T&B F3 3500 x 3500 x 610 (14) #19 EA WAY T&B F4 4000 x 4000 x 610 (16) #19 EA WAY T&B F5 4500 x 4500 x 610 (18) #19 EA WAY T&B F6 5250 x 5250 x 610 (29) #19 EA WAY T&B F7 7000 x 4000 x 610 (16) #19 LONG T&B / (28) #19 SHORT T&B (2) PIERS F8 7000 x 5250 x 610 (21) #19 LONG T&B / (35) #19 SHORT T&B (2) PIERS
8 9 10 11 12 13 14
E
F
500 10000 10500 10500 10500 13900 12000
S-203
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PART A
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D.1
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CJ
CJ
C J
C J
C J
C J
C J
C J
C J
C J
S-502
S-502
S-501
S-501
S-503
TRENCH DRAINS
CONC PIT FOR THE
OIL-WATER SEPARATORS-504
3700 5800
THICKENED
SLAB EDGE
MAINTENANCE PIT
SUMP PUMP PIT
LOCATION OF INSTALLEDVEHICLE LIFT(TYPE 2)
LOCATION OF INSTALLEDVEHICLE LIFT(TYPE 1)
LOCATION OF INSTALLEDVEHICLE LIFT(TYPE 1)
LO
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F N
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(T
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THERMISTOR LOCATION
THROUGH SLAB
S-504
C.9
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O L.
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MECHANICAL DUCT
BANK UNDER SLAB
F6
F4
F6
F2
F2 F4
F4 F2
F2 F4
F4
F4
F4 F2
F4 F4 F2
F2
F4
200mm SLAB-ON-GRADE
FFE = 0.0 MM
S-202
C O
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DEPRESSED SLAB
FOR ENTRANCE MATDEPRESSED SLAB
FOR ENTRANCE MAT
DEPRESSED SLAB
FOR ENTRANCE MAT
DEPRESSED SLAB
FOR ENTRANCE MAT
DEPRESSED SLAB
FOR ENTRANCE MAT
DEPRESSED SLAB
FOR ENTRANCE MAT
S-502
EXTERIOR PORCH
STRUCTURE
S-516
Sim
S-202
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Am en dm en t #
Ap r 1
A s in di ca te d
S-101-B
FO
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F
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R P
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Fe br ua ry
AM
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AM
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0%
S U
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1 : 1001 01 - FOUNDATION & FIRST FLR PLAN - PART B
1 : 10002 01 - PART B KEY PLAN
N
TRUE NORTH
WIND
PLAN NORTH
0 50 100 mm
Structural Foundation Schedule Mark Size (LxWxt) Reinforcement Remarks
F1 2500 x 2500 x 610 (10) #19 EA WAY T&B F2 3000 x 3000 x 610 (12) #19 EA WAY T&B F3 3500 x 3500 x 610 (14) #19 EA WAY T&B F4 4000 x 4000 x 610 (16) #19 EA WAY T&B F5 4500 x 4500 x 610 (18) #19 EA WAY T&B F6 5250 x 5250 x 610 (29) #19 EA WAY T&B F7 7000 x 4000 x 610 (16) #19 LONG T&B / (28) #19 SHORT T&B (2) PIERS F8 7000 x 5250 x 610 (21) #19 LONG T&B / (35) #19 SHORT T&B (2) PIERS
1. SEE SHEET S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.
3. FINISHED FIRST FLOOR ELEVATION = 0.00 METERS U.N.O. ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.
4. ALL PIERS ARE CENTERED ON TOP OF FOOTING.
5. SLAB IS 200mm THICK CONCRETE SLAB-ON-GRADE WITH #13 REBAR @ 300mm O.C. EACH WAY
6. COORDINATE WITH CIVIL DRAWINGS FOR LOCATIONS OF UTILITIES.
7. "CJ" DENOTES SLAB-ON-GRADE CONSTRUCTION OR CONTRACTION JOINTS. SEE DETAILS.
8. SEE DETAILS FOR ALL PITS, TRENCHES, AND DEPRESSIONS IN THE SLAB-ON-GRADE.
B
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S-203
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MATCHLINEPART C
PART A
C J31
S-201
C O
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MATCHLINE PART C
PART A
D.1
S-517
7800 7800 7800 9000 9000 7800 7800
S-517
S-201
C O
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S-501
CJC
J
C J
C J
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C J
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C J
C J
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
S-502
S-501
S-501
1.
2%
1.1%
1.
2%
1.
2%
1.
2%
1.1% 3.4%
3.4%
S-503
TRENCH DRAIN
TRENCH DRAIN
THICKENED
SLAB EDGE
S-517C.9
8.1
S-202
COL. LINE C.9
S-502
F2
F2
F2
F1
F3
F3
F3 F3 F3 F3
F3
F3
F3
F3
F3
F3 F3 F3
F3
F3F3
F3 F4
200mm SLAB-ON-GRADE
FFE = 0.0 MM
W200X15
F7 F7 F8
DEPRESSED SLAB
FOR ENTRANCE MAT
DEPRESSED SLAB
FOR ENTRANCE MAT
DEPRESSED SLAB
FOR ENTRANCE MAT
S-502
(+3700)
PROJECT OPTION OBI-1 AREA
OPTION OBI-1 COLUMN
LOCATIONS OF OVERHEAD DOORS
LOCATIONS OF OVERHEAD DOORS
S-201
C O
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Am en dm en t #
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S-101-C
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AM
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S U
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1 : 1001 01 - FOUNDATION & FIRST FLR PLAN - PART C
1 : 10002 01 - PART C KEY PLAN
N
TRUE NORTH
WIND
PLAN NORTH
0 50 100 mm
Structural Foundation Schedule Mark Size (LxWxt) Reinforcement Remarks
F1 2500 x 2500 x 610 (10) #19 EA WAY T&B F2 3000 x 3000 x 610 (12) #19 EA WAY T&B F3 3500 x 3500 x 610 (14) #19 EA WAY T&B F4 4000 x 4000 x 610 (16) #19 EA WAY T&B F5 4500 x 4500 x 610 (18) #19 EA WAY T&B F6 5250 x 5250 x 610 (29) #19 EA WAY T&B F7 7000 x 4000 x 610 (16) #19 LONG T&B / (28) #19 SHORT T&B (2) PIERS F8 7000 x 5250 x 610 (21) #19 LONG T&B / (35) #19 SHORT T&B (2) PIERS
1. SEE SHEET S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.
3. FINISHED FIRST FLOOR ELEVATION = 0.00 METERS U.N.O. ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.
4. ALL PIERS ARE CENTERED ON TOP OF FOOTING.
5. SLAB IS 200mm THICK CONCRETE SLAB-ON-GRADE WITH #13 REBAR @ 300mm O.C. EACH WAY
6. COORDINATE WITH CIVIL DRAWINGS FOR LOCATIONS OF UTILITIES.
7. "CJ" DENOTES SLAB-ON-GRADE CONSTRUCTION OR CONTRACTION JOINTS. SEE DETAILS.
8. SEE DETAILS FOR ALL PITS, TRENCHES, AND DEPRESSIONS IN THE SLAB-ON-GRADE.
9. THIS PART C PORTION OF THE BUILDING REPRESENTS THE PROJECT OPTION: OBI-1
B
C
D
E
F
W360X64 W360X64 W410X100 W530X150
W360X64 W360X64 W410X100
W
0X
W
0X
W530X150
7800 7800 7800 9000 9000 7800 7800 500 10000 10500 10500 10500 13900 12000
PART A
PART C
PART B
W410X100W360X64W360X64W360X64W360X64
W360X64 W360X64 W360X64 W360X64 W410X100 W360X64 W530X150 W530X150 W410X100
W530X150 W530X150 W410X100
W
0X
W
0X
W410X75W410X75W410X100W410X100W410X75W410X75
W
0X
W
0X
D.1
E.2
E.1
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
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C.9
8.1
PART A
PART C
PART B
US Army Corps of Engineers New York District
SY
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BO
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T ht tp w w w
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SHEET
REFERENCE
NUMBER:
DATE:
FILE PATH:
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N O
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A C
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IG
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Am en dm en t #
Ap r 1
A s in di ca te d
S-102
SE
C
O N
D F
LR
F
R
AM
IN
G
PL
AN
O
VE
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AL
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Fe br ua ry
AM
P
AM
P
C he ck er
0%
S U
B M
IS
SI
O N
1 : 2001 02 - SECOND FLR FRAMING PLAN - OVERALL
1 : 10002 02 - OVERALL KEY PLAN
N
TRUE NORTH
WIND
PLAN NORTH
0 100 200 mm
1. SEE SHEET S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.
3. TOP OF SECOND FLOOR STEEL ELEVATION = 6.96 METERS U.N.O. ALL ELEVATIONS ARE REFERENCED FROM THIS
ELEVATION IN MILLIMETERS.
4. REFER TO NEXT THREE DRAWINGS FOR DETAILS ABOUT THE SECOND FLOOR PLAN PARTS A, B, AND C, RESPECTIVELY.
5. DENOTES THE LOCATION OF OPEN-WEB JOISTS AND JOIST GIRDERS FROM THE ROOF FRAMING. SEE ROOF
FRAMING PLANS FOR DETAILS, SPACING, AND SIZES.
6. DENOTES MOMENT CONNECTIONS OF THE STRUCTURAL W-SHAPE BEAMS.
E
F
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W
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W
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COL. LINE D W360X64
W410X100
W360X64 W360X64 W410X100 W360X64
THULE NON-COMPOSITE FLR SYSTEM
FFE = 7250
7800 7800 7800 9000 9000 7800 7800 500
S-201
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W360X64 W360X64
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S-510
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AHU-3
AHU-4
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S-508
S-508
S-508
S-509
S-509
W360X39 W360X39
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PAINT BOOTH INTAKE AIR HOOD
SUPPORT SYSTEM FOR THE
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THE AIR HOOD
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L.
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S-201
C O
L.
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S-201
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L.
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PART A
US Army Corps of Engineers New York District
SY
M
BO
L
R
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IS
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N D
ES
C
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TI
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T ht tp w w w
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SHEET
REFERENCE
NUMBER:
DATE:
FILE PATH:
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
F
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P
LA
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R O
O M
N
EW
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O R
K, N
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8-
A N
SI
D
DA
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SO
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A
TI
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N O
C O
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TR
A C
T N
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N U
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BE
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FI
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N A
M E:
PL
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T D
A
TE
C K
D B
Y:
D
W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B
M
IT
TE
D
B Y:
PL
O
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SC
A
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SI
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PR
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JE
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TU
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TH
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B
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4/9/2014 3:18:40 PM
Am en dm en t #
Ap r 1
A s in di ca te d
S-102-A
SE
C
O N
D F
LR
F
R
AM
IN
G
PL
AN
PA
R T
A
Fe br ua ry
AM
P
AM
P
C he ck er
0%
S U
B M
IS
SI
O N
1 : 1001 02 - SECOND FLR FRAMING PLAN - PART A
1 : 10002 02 - PART A KEY PLAN
N
TRUE NORTH
WIND
PLAN NORTH
0 50 100 mm
1. SEE SHEET S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.
3. TOP OF SECOND FLOOR STEEL ELEVATION = 6.96 METERS U.N.O. ALL ELEVATIONS ARE REFERENCED FROM THIS
ELEVATION IN MILLIMETERS.
4. DENOTES THE LOCATION OF OPEN-WEB JOISTS AND JOIST GIRDERS FROM THE ROOF FRAMING. SEE ROOF
FRAMING PLANS FOR DETAILS, SPACING, AND SIZES.
5. DENOTES MOMENT CONNECTIONS OF THE STRUCTURAL W-SHAPE BEAMS.
6. DENOTES A BEAM THAT SUPPORTS ROOF FRAMING OPEN-WEB JOISTS AND IS THEREFORE ALSO DISPLAYED ON
THE ROOF FRAMING PLANS.
7. AIR HANDLING UNITS (AHUs) ARE TO BE SUPPORTED ON STRUCTURAL BEAM AS SHOWN. THE LOCATIONS OF THE AHU SUPPORT STEEL SHALL BE ADJUSTED BASED ON THE FINAL AHU SIZES.
8. DENOTES THE SPAN DIRECTION OF 50mm METAL GRATING FOR MECHANICAL CATWALKS.
9. DENOTES THE SPAN DIRECTION OF 150mm FLOOR DECKING FROM THE NON-COMPOSITE
FLOOR SYSTEM.
10. DENOTES THE SPAN DIRECTION OF DECKING FOR THE NON-COMPOSITE CONCRETE
FLOORS AT THE STAIRS.
11. DENOTES THE SPAN DIRECTION FOR THE PRECAST CONCRETE PLANK FLOORS FOR THE
MECHANICAL ROOM.
F
S
C
P
E
F
W410X100 W530X150
W360X64 W410X100
W
0X
W
0X
W530X150
W530X150 W530X150
W530X150 W530X150
500 10000 10500 10500 10500 13900 12000
50mm METAL GRATE CATWALK
FFE = 9000 W
0X
W
0X
M
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C H
LI
N
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PA
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A
PA
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PART C
PART A
M
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W
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S-202
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W
0X
W
0X
W
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W
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W
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8.1
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L
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8.
W
0X
W
0X
W410X75
W360X64
W360X44
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
AHU-2
AHU-1
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W360X64
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(+1990)
(+1990)
(+1990)
(+1990)
(+1990)
(+1990)
(+1990)
W
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W200X15
W
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W
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(+1990) W200X15
W
0X
(+1990)
S-513
S-514
STAIRS TO
CATWALK
TOP RAIL
OVERHEAD CRANE
OVERHEAD CRANE GIRDER
TO BE SPECIFIED BY CRANE
MANUFACTURER BASED ON
PROJECT REQUIREMENTS.
CRANE GIRDER SUPPORTED ON
STRUCTURAL BEAM AT BOTH END
(SEE DETAILS)
INTERMEDIATE CRANE
GIRDER SUPPORTS FROM
STRUCTURAL BEAM
INTERMEDIATE CRANE
GIRDER SUPPORT
FROM STEEL COLUMN
INTERMEDIATE CRANE
GIRDER SUPPORTS FROM
STRUCTURAL BEAM
CRANE GIRDER SUPPORTED ON
STRUCTURAL BEAM AT BOTH END
(SEE DETAILS)
S-514
S-514
S-514
OVERHEAD CRANE GIRDER
TO BE SPECIFIED BY CRANE
MANUFACTURER BASED ON
PROJECT REQUIREMENTS.
S-514
S-514
EQ
EQ
EQ
EQ
EQ
EQ
INTERMEDIATE CRANE
GIRDER SUPPORTS FROM
STRUCTURAL BEAM
S-202
C O
L.
L
IN
E
(7.5 METRIC TON CAPACITY)
REINFORCING FLANGE PLATES ON BOTH SIDES OF
SUPPORTING STRUCTURAL STEEL BEAMS
REINFORCING FLANGE PLATES ON BOTH SIDES OF
SUPPORTING STRUCTURAL STEEL BEAMS
S-514
S U
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N E m m
M
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G E
PL
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BE
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FLANGE PLATES WELDED
TO COLUMN FLANGE
FLANGE PLATES WELDED
TO COLUMN FLANGE
S U
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LI
N E m m
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IN
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D F
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PL
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BE
YO
N
D
PART B
US Army Corps of Engineers New York District
SY
M
BO
L
R
EV
IS
IO
N D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
U
.S .A
R M
Y C
O R
PS
O
FE
N
G
IN
EE
R
S N
EW
Y
O R
K D
IS
TR
IC
T ht tp w w w
.n an
.u sa ce .a rm y.
m il
SHEET
REFERENCE
NUMBER:
DATE:
FILE PATH:
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
F
ED
ER
AL
P
LA
ZA
R O
O M
N
EW
Y
O R
K, N
Y
8-
A N
SI
D
DA
TE
SO
LI
C
IT
A
TI
O N
N O
C O
N
TR
A C
T N
O
FI
LE
N U
M
BE
R:
FI
LE
N A
M E:
PL
O
T D
A
TE
C K
D B
Y:
D
W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B
M
IT
TE
D
B Y:
PL
O
T
SC
A
LE
SI
ZE
PR
O
JE
CT
S
TA
TU
S:
TH
U
LE
A
IR
B
AS
E
G R
EE
N
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TH
U
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C O
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4/10/2014 1:25:53 PM
Am en dm en t #
Ap r 1
A s in di ca te d
S-102-B
SE
C
O N
D F
LR
F
R
AM
IN
G
PL
AN
PA
R T
B
Fe br ua ry
AM
P
AM
P
C he ck er
0%
S U
B M
IS
SI
O N
1 : 1001 02 - SECOND FLR FRAMING PLAN - PART B
1 : 10002 02 - PART B KEY PLAN
N
TRUE NORTH
WIND
PLAN NORTH
0 50 100 mm
1. SEE SHEET S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.
3. TOP OF SECOND FLOOR STEEL ELEVATION = 6.96 METERS U.N.O. ALL ELEVATIONS ARE REFERENCED FROM THIS
ELEVATION IN MILLIMETERS.
4. DENOTES THE LOCATION OF OPEN-WEB JOISTS AND JOIST GIRDERS FROM THE ROOF FRAMING. SEE ROOF
FRAMING PLANS FOR DETAILS, SPACING, AND SIZES.
5. DENOTES MOMENT CONNECTIONS OF THE STRUCTURAL W-SHAPE BEAMS.
6. DENOTES A BEAM THAT SUPPORTS ROOF FRAMING OPEN-WEB JOISTS AND IS THEREFORE ALSO DISPLAYED ON
THE ROOF FRAMING PLANS.
7. AIR HANDLING UNITS (AHUs) ARE TO BE SUPPORTED ON STRUCTURAL BEAM AS SHOWN. THE LOCATIONS OF THE AHU SUPPORT STEEL SHALL BE ADJUSTED BASED ON THE FINAL AHU SIZES.
8. DENOTES THE SPAN DIRECTION OF 50mm METAL GRATING FOR MECHANICAL CATWALKS.
9. DENOTES THE SPAN DIRECTION OF 150mm FLOOR DECKING FROM THE NON-COMPOSITE
FLOOR SYSTEM.
10. DENOTES THE SPAN DIRECTION OF DECKING FOR THE NON-COMPOSITE CONCRETE
FLOORS AT THE STAIRS.
11. DENOTES THE SPAN DIRECTION FOR THE PRECAST CONCRETE PLANK FLOORS FOR THE
MECHANICAL ROOM.
F
S
C
B
C
D W360X64
S-202
COL. LINE A
S-203
COL. LINE D W360X64
W410X100
W
0X
W
0X
W410X75 W410X75 W410X100 W410X100 W410X75 W410X75
W
0X
W
0X
S-201
C O
L.
L
IN
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S-201
C O
L.
L
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M
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C H
LI
N
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PA
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A
PA
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MATCHLINE PART C
PART A
W410X53
W
0X
W
0X
W410X53
W410X53
S-201
C O
L.
L
IN
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W
0X
D.1 W410X53
W
0X
W
0X
W
0X
7800 7800 7800 9000 9000 7800 7800
W310X21 W200X15
W360X64 W360X64
W
0X
W
0X
W360X39
S-201
C O
L.
L
IN
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W
0X
C.9
8.1
S-202
COL. LINE C.9
W360X64
W360X44
MC150X24.3
MC150X24.3
MC150X24.3
AHU-5
W360X64 W360X64 W360X44
W
0X
W
0X
W360X44
W
0X
CATWALK
FFE = 7010
(+1990)
W200X15
W200X15
S
C
S-508
S-201
C O
L.
L
IN
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S-201
C O
L.
L
IN
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PART C
US Army Corps of Engineers New York District
SY
M
BO
L
R
EV
IS
IO
N D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
U
.S .A
R M
Y C
O R
PS
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FE
N
G
IN
EE
R
S N
EW
Y
O R
K D
IS
TR
IC
T ht tp w w w
.n an
.u sa ce .a rm y.
m il
SHEET
REFERENCE
NUMBER:
DATE:
FILE PATH:
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
F
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ER
AL
P
LA
ZA
R O
O M
N
EW
Y
O R
K, N
Y
8-
A N
SI
D
DA
TE
SO
LI
C
IT
A
TI
O N
N O
C O
N
TR
A C
T N
O
FI
LE
N U
M
BE
R:
FI
LE
N A
M E:
PL
O
T D
A
TE
C K
D B
Y:
D
W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B
M
IT
TE
D
B Y:
PL
O
T
SC
A
LE
SI
ZE
PR
O
JE
CT
S
TA
TU
S:
TH
U
LE
A
IR
B
AS
E
G R
EE
N
LA
N
D
TH
U
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C O
N
SO
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D
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W W
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4/9/2014 3:18:43 PM
Am en dm en t #
Ap r 1
A s in di ca te d
S-102-C
SE
C
O N
D F
LR
F
R
AM
IN
G
PL
AN
PA
R T
C
Fe br ua ry
AM
P
AM
P
C he ck er
0%
S U
B M
IS
SI
O N
1 : 1001 02 - SECOND FLR FRAMING PLAN - PART C
1 : 10002 02 - PART C KEY PLAN
N
TRUE NORTH
WIND
PLAN NORTH
0 50 100 mm
1. SEE SHEET S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.
3. TOP OF SECOND FLOOR STEEL ELEVATION = 6.96 METERS U.N.O. ALL ELEVATIONS ARE REFERENCED FROM THIS
ELEVATION IN MILLIMETERS.
4. DENOTES THE LOCATION OF OPEN-WEB JOISTS AND JOIST GIRDERS FROM THE ROOF FRAMING. SEE ROOF
FRAMING PLANS FOR DETAILS, SPACING, AND SIZES.
5. DENOTES MOMENT CONNECTIONS OF THE STRUCTURAL W-SHAPE BEAMS.
6. DENOTES A SLOPED BEAM THAT SUPPORTS ROOF FRAMING JOISTS. THESE BEAMS ARE ALSO DISPLAYED ON THE
ROOF FRAMING PLANS. SEE FRAMING ELEVATION VIEWS.
7. AIR HANDLING UNITS (AHUs) ARE TO BE SUPPORTED ON STRUCTURAL BEAM AS SHOWN. THE LOCATIONS OF THE AHU SUPPORT STEEL SHALL BE ADJUSTED BASED ON THE FINAL AHU SIZES.
8. DENOTES THE SPAN DIRECTION OF 50mm METAL GRATING FOR MECHANICAL CATWALKS.
9. DENOTES THE SPAN DIRECTION OF 150mm FLOOR DECKING FROM THE NON-COMPOSITE
FLOOR SYSTEM.
10. DENOTES THE SPAN DIRECTION OF DECKING FOR THE NON-COMPOSITE CONCRETE
FLOORS AT THE STAIRS.
11. DENOTES THE SPAN DIRECTION FOR THE PRECAST CONCRETE PLANK FLOORS FOR THE
MECHANICAL ROOM.
12. THIS PART C PORTION OF THE BUILDING REPRESENTS THE PROJECT OPTION: OBI-1
F
S
C
B
C
D
E
F
W
0X
W
0X
W
0X
W
0X
W410X75W410X75 W410X75 W410X100W410X100
W410X75 W410X75 W410X100 W410X100 W410X75 W410X75
W410X75 W410X75 W410X75 W410X100 W410X100 W410X75
W410X75
W410X75 W410X75 W410X100 W410X100 W410X100 W530X150 W410X100
W410X75 W410X75 W410X100 W410X100 W410X100 W530X150 W410X100
W
0X
W
0X
W
0X
W
0X
G
N
5k
N
G
N
5k N
W
0X
W
0X
24LH0920LH0720LH07
7800 7800 7800 9000 9000 7800 7800 500 10000 10500 10500 10500 13900 12000
PART A
PART C
PART B
W
0X
W
0X
G
N
5k
N
W
0X
G
N
5k
N
G
N
0k N
W
0X
G
N
0k
N
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
24LH0920LH07
W
0X
W
0X
20LH07 20LH07 20LH07 20LH07
W
0X
W
0X
W
0X
W
0X
40LH16 40LH16
32LH13 20LH07 20LH07 32LH13
W
0X
G
N
5k
N
W
0X
32LH13 20LH07 20LH07 32LH13
W
0X
W
0X
C.9
8.1
W460X144 W460X144
PART A
PART C
PART B
US Army Corps of Engineers New York District
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Am en dm en t #
Ap r 1
A s in di ca te d
S-103
R O
O F
FR
AM
IN
G
P
LA
N
O
VE
R
AL
L
Fe br ua ry
AM
P
AM
P
C he ck er
0%
S U
B M
IS
SI
O N
1 : 2001 03 - ROOF FRAMING PLAN - OVERALL
1 : 10002 03 - OVERALL KEY PLAN
N
TRUE NORTH
WIND
PLAN NORTH
0 100 200 mm
1. SEE SHEET S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.
3. SEE ARCHITECTURAL DRAWINGS FOR FINAL ROOF SLOPE AND PROFILE.
4. REFER TO NEXT THREE DRAWINGS FOR DETAILS ABOUT THE ROOF PLAN PARTS A, B, AND C, RESPECTIVELY.
5. STRUCTURAL STEEL ROOF BEAMS, JOIST GIRDERS, AND OPEN-WEB JOISTS ARE USED FOR THE ROOF SUPPORT AND
ARE SLOPED WITH THE ROOF. SEE ELEVATION VIEWS.
6. OPEN-WEB JOISTS SPACED AT 2000 mm O.C. MAXIMUM.
7. DENOTES THE LOCATION OF 50mm THREADED STEEL ROD HORIZONTAL BRACING TO RUN BETWEEN
SUPPORTING COLUMNS UNDER THE OPEN-WEB JOIST ROOF SUPPORTS.
8. DENOTES MOMENT CONNECTIONS OF THE STRUCTURAL W-SHAPE BEAMS.
E
F
W410X75 W410X75
W410X75 W410X100W410X100
W410X75 W410X75 W410X75 W410X100 W410X100 W410X75
W410X75
W410X75 W410X75
W410X75 W410X75
20LH0720LH07
S-203
COL. LINE D
G
N kN
G
N kN
G
N kN
G
N kN
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
7800 7800 7800 9000 9000 7800 7800
S-201
C O
L.
L
IN
E
20LH07
W
0X
W
0X
M
AT
C H
LI
N
E
PA
R T
A
PA
R
T B
MATCHLINEPART C
PART A
M
AT
C H
LI
N
E
PA
R T
A
PA
R
T B
20LH07
20LH07
20LH07
20LH07
20LH07
20LH07
20LH07
20LH07
20LH07
20LH07
20LH07
20LH07 20LH07
W
0X
W
0X
20LH07 20LH07
W
0X
20LH07
20LH07 20LH07
20LH07
20LH07
20LH07
20LH07
20LH07
20LH07
20LH07
20LH0720LH07
20LH07 20LH07
20LH0720LH07
20LH07 20LH07
20LH07 20LH07
20LH0720LH07
20LH07 20LH07
20LH0720LH07
20LH07 20LH07
20LH0720LH07
20LH07 20LH07
20LH0720LH07
20LH07 20LH07
20LH0720LH07
20LH07
20LH07
20LH0720LH07
20LH07 20LH07
20LH07 20LH07
20LH0720LH07
20LH07 20LH07
20LH0720LH07
20LH07 20LH07
20LH0720LH07
20LH07 20LH07
20LH0720LH07
20LH07 20LH07
20LH0720LH07
20LH0720LH07
32LH13
32LH13
32LH13
32LH13
32LH13
W
0X
W
0X
G
N kN
W
0X
20LH07
20LH07
20LH07
20LH07
20LH07
W
0X
W
0X
S-201 S-201C O
L.
L
IN
E
C O
L.
L
IN
E
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLO
PESLOPE
C.9
W460X14420LH0720LH07W460X144
8.1
S-202
C O
L.
L
IN
E
8.
W
0X
W
0X
S-203
COL. LINE F
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PAINT BOOTH DUCT
THROUGH ROOF
PAINT BOOTH DUCT
THROUGH ROOF
CANTILEVERED PAINT
BOOTH DUCT ABOVE ROOF
S-515
S-515
EXPANSION JOINT IN ROOF
S-509
S-509
S-511
S-511
S-511
S-511
S-201
C O
L.
L
IN
E
S-201
C O
L.
L
IN
E
S-201
C O
L.
L
IN
E
PART A
US Army Corps of Engineers New York District
SY
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BO
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REFERENCE
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FILE PATH:
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A
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4/9/2014 3:18:50 PM
Am en dm en t #
Ap r 1
A s in di ca te d
S-103-A
R O
O F
FR
AM
IN
G
P
LA
N
PA
R
T A
Fe br ua ry
AM
P
AM
P
C he ck er
0%
S U
B M
IS
SI
O N
1 : 1001 03 - ROOF FRAMING PLAN - PART A
1 : 10002 03 - PART A KEY PLAN
N
TRUE NORTH
WIND
PLAN NORTH
0 50 100 mm
1. SEE SHEET S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.
3. SEE ARCHITECTURAL DRAWINGS FOR FINAL ROOF SLOPE AND PROFILE.
4. DENOTES SLOPE OF OPEN-WEB STEEL JOISTS AND ROOF.
5. STRUCTURAL STEEL BEAMS, JOIST GIRDERS, AND OPEN-WEB JOISTS ARE USED FOR THE ROOF SUPPORT AND MAY
SLOPED WITH THE ROOF. SEE ELEVATION VIEWS.
6. OPEN-WEB JOISTS SPACED AT 2000 mm O.C. MAXIMUM.
7. DENOTES THE LOCATION OF THREADED STEEL ROD HORIZONTAL BRACING. ALL THREADED RODS SHALL BE 50mm MINIMUM DIAMETER WITH CONNECTIONS DESIGNED TO RESIST A 240kN TENSILE FORCE MINIMUM.
8. DENOTES MOMENT CONNECTIONS OF THE STRUCTURAL W-SHAPE BEAMS.
SLOPE
9. DENOTES A BEAM THAT IS ALSO DISPLAYED ON THE SECOND FLR FRAMING PLANS.
10. TOP OF COLUMN ELEVATIONS VARY WITH THE HEIGHT OF THE ROOF. ELEVATIONS OF BEAMS
AND JOIST GIRDERS ARE REFERENCED FROM ELEVATIONS OF ENTERIOR COLUMNS ALONG THE
FRAMING COLUMN LINE.
11. VERIFY T/STL ELEVATION (-60) AT BEAMS, JOIST GIRDERS, AND INTERIOR COLUMNS SUPPORTING
JOISTS AS THE ACTUAL JOIST SEAT DEPTH. COORDINATE W/ FABRICATORS AS REQUIRED.
12. DENOTES LOCATION OF ROOF PURLINS. LOCATIONS SHOWN ARE A MINIMUM AND
PURLINS SHALL BE PROVIDED AS PER THE MANUFACTURER OF THE INSULATED METAL ROOF PANELS.
13. DENOTES BOTTOM CHORD EXTENSION OF OPEN-WEB JOISTS.#
E
F W410X75 W410X100 W410X100 W410X100 W530X150 W410X100
W410X75 W410X100 W410X100 W410X100 W530X150 W410X100
W
0X
W
0X
24LH09
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
10500 10500 10500 10500 13900 12000
24LH09
24LH09
24LH09
24LH09
24LH09
24LH09
24LH09
24LH09
24LH09
24LH09
24LH09
24LH09
M
AT
C H
LI
N
E
PA
R T
A
PA
R
T B
MATCHLINEPART C
PART A
M
AT
C H
LI
N
E
PA
R T
A
PA
R
T B
S-203
COL. LINE F
S-203
COL. LINE D
40LH1640LH16
24LH09
24LH09
24LH09
24LH09
24LH09
24LH09
24LH09
24LH09
24LH09
24LH09
24LH0940LH16
40LH16
40LH16
40LH16
40LH16
40LH16
40LH16
40LH16
40LH16
40LH16
40LH16
W
0X
S-202
C O
L.
L
IN
E
S-201
C O
L.
L
IN
E
S-202
C O
L.
L
IN
E
SLOPE
SLOPE
SLOPE SLOPE
SLOPE
SLOPE
R
ID
G
EL
IN
E
R
ID
G
EL
IN
E
SLOPE
C
0X
C
0X
C
0X
C
0X
C.9
8.1
S-202
C O
L.
L
IN
E
8.
40LH16
40LH16
40LH16
40LH16
40LH16
40LH16
40LH16
40LH16
40LH16
40LH16
40LH16
W
0X
W
0X
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
17000
T/ROOF
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
S-202
C O
L.
L
IN
E
S-509
S-509
S-511
S-202
C O
L.
L
IN
E
INTAKE AIR HOOD
SUPPORT SYSTEM FOR
THE AIR HOOD
PART B
US Army Corps of Engineers New York District
SY
M
BO
L
R
EV
IS
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N D
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O R
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S N
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O R
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T ht tp w w w
.n an
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SHEET
REFERENCE
NUMBER:
DATE:
FILE PATH:
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
F
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LA
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R O
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O R
K, N
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8-
A N
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DA
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SO
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C
IT
A
TI
O N
N O
C O
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TR
A C
T N
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LE
N U
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R:
FI
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N A
M E:
PL
O
T D
A
TE
C K
D B
Y:
D
W N
B Y:
D
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B
Y:
SU
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M
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PL
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SC
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SI
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PR
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TH
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A
IR
B
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4/9/2014 3:18:53 PM
Am en dm en t #
Ap r 1
A s in di ca te d
S-103-B
R O
O F
FR
AM
IN
G
P
LA
N
PA
R
T B
Fe br ua ry
AM
P
AM
P
C he ck er
0%
S U
B M
IS
SI
O N
1 : 1001 03 - ROOF FRAMING PLAN - PART B
1 : 10002 03 - PART B KEY PLAN
N
TRUE NORTH
WIND
PLAN NORTH
0 50 100 mm
1. SEE SHEET S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.
3. SEE ARCHITECTURAL DRAWINGS FOR FINAL ROOF SLOPE AND PROFILE.
4. DENOTES SLOPE OF OPEN-WEB STEEL JOISTS AND ROOF.
5. STRUCTURAL STEEL BEAMS, JOIST GIRDERS, AND OPEN-WEB JOISTS ARE USED FOR THE ROOF SUPPORT AND MAY
SLOPED WITH THE ROOF. SEE ELEVATION VIEWS.
6. OPEN-WEB JOISTS SPACED AT 2000 mm O.C. MAXIMUM.
7. DENOTES THE LOCATION OF THREADED STEEL ROD HORIZONTAL BRACING. ALL THREADED RODS SHALL BE 50mm MINIMUM DIAMETER WITH CONNECTIONS DESIGNED TO RESIST A 240kN TENSILE FORCE MINIMUM.
8. DENOTES MOMENT CONNECTIONS OF THE STRUCTURAL W-SHAPE BEAMS.
SLOPE
9. DENOTES A BEAM THAT IS ALSO DISPLAYED ON THE SECOND FLR FRAMING PLANS.
10. TOP OF COLUMN ELEVATIONS VARY WITH THE HEIGHT OF THE ROOF. ELEVATIONS OF BEAMS
AND JOIST GIRDERS ARE REFERENCED FROM ELEVATIONS OF ENTERIOR COLUMNS ALONG THE
FRAMING COLUMN LINE.
11. VERIFY T/STL ELEVATION (-60) AT BEAMS, JOIST GIRDERS, AND INTERIOR COLUMNS SUPPORTING
JOISTS AS THE ACTUAL JOIST SEAT DEPTH. COORDINATE W/ FABRICATORS AS REQUIRED.
12. DENOTES LOCATION OF ROOF PURLINS. LOCATIONS SHOWN ARE A MINIMUM AND
PURLINS SHALL BE PROVIDED AS PER THE MANUFACTURER OF THE INSULATED METAL ROOF PANELS.
13. DENOTES BOTTOM CHORD EXTENSION OF OPEN-WEB JOISTS.#
B
C
D
W
0X
W
0X
W
0X
W
0X
W410X75 W410X75
W410X75 W410X100W410X100
W410X75 W410X75 W410X100 W410X100 W410X75 W410X75
W410X75 W410X75 W410X75
W
0X
W
0X
G
N kN
G
N kN
W
0X
W
0X
7800 7800 7800 9000 9000 7800 7800
S-202
COL. LINE A
S-203
COL. LINE D50
S-201
C O
L.
L
IN
E
S-201
C O
L.
L
IN
E
M
AT
C H
LI
N
E
PA
R T
A
PA
R
T B
MATCHLINEPART C
PART A
20LH07
20LH07
S-201
C O
L.
L
IN
E
20LH07 20LH07
20LH07 20LH07
32LH13
32LH13
32LH13
32LH13
20LH07
20LH07
20LH07 20LH07
20LH07
20LH07
20LH07
20LH07
20LH0720LH07
20LH07
20LH07
20LH07
20LH07 20LH07
20LH07
20LH07 20LH07
20LH07
20LH07
20LH07
20LH0720LH07 20LH07
20LH0720LH07
20LH07 20LH07
20LH0720LH07
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
32LH13
W
0X
G
N kN
W
0X
20LH07
20LH07
W
0X
W
0X
S-201
C O
L.
L
IN
E
R
ID
G
EL
IN
E
R
ID
G
EL
IN
E
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLOPE
SLOPE
SLOPE
SLOPE
C.9 W460X14420LH0720LH07W460X144
8.1
S-202
COL. LINE C.9
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
(-6 0)
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
PU
R
LI
N
C
0X
PAINT BOOTH DUCT
THROUGH ROOF
S-509
S-509
S-511
S-511
S-201
C O
L.
L
IN
E
S-201
C O
L.
L
IN
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PART C
US Army Corps of Engineers New York District
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Am en dm en t #
Ap r 1
A s in di ca te d
S-103-C
R O
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1 : 1001 03 - ROOF FRAMING PLAN - PART C
1 : 10002 03 - PART C KEY PLAN
N
TRUE NORTH
WIND
PLAN NORTH
0 50 100 mm
1. SEE SHEET S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.
3. SEE ARCHITECTURAL DRAWINGS FOR FINAL ROOF SLOPE AND PROFILE.
4. DENOTES SLOPE OF OPEN-WEB STEEL JOISTS AND ROOF.
5. STRUCTURAL STEEL BEAMS, JOIST GIRDERS, AND OPEN-WEB JOISTS ARE USED FOR THE ROOF SUPPORT AND MAY
SLOPED WITH THE ROOF. SEE ELEVATION VIEWS.
6. OPEN-WEB JOISTS SPACED AT 2000 mm O.C. MAXIMUM.
7. DENOTES THE LOCATION OF THREADED STEEL ROD HORIZONTAL BRACING. ALL THREADED RODS SHALL BE 50mm MINIMUM DIAMETER WITH CONNECTIONS DESIGNED TO RESIST A 240kN TENSILE FORCE MINIMUM.
8. DENOTES MOMENT CONNECTIONS OF THE STRUCTURAL W-SHAPE BEAMS.
SLOPE
9. DENOTES A BEAM THAT IS ALSO DISPLAYED ON THE SECOND FLR FRAMING PLANS.
10. TOP OF COLUMN ELEVATIONS VARY WITH THE HEIGHT OF THE ROOF. ELEVATIONS OF BEAMS AND JOIST GIRDERS ARE REFERENCED FROM ELEVATIONS OF THE T/STL OF ROOF JOISTS SEATS
ALONG THE FRAMING COLUMN LINE.
11. VERIFY T/STL ELEVATION (-60) AT BEAMS, JOIST GIRDERS, AND INTERIOR COLUMNS SUPPORTING
JOISTS AS THE ACTUAL JOIST SEAT DEPTH. COORDINATE W/ FABRICATORS AS REQUIRED.
12. DENOTES LOCATION OF ROOF PURLINS. LOCATIONS SHOWN ARE A MINIMUM AND
PURLINS SHALL BE PROVIDED AS PER THE MANUFACTURER OF THE INSULATED METAL ROOF PANELS.
13. DENOTES BOTTOM CHORD EXTENSION OF OPEN-WEB JOISTS.
14. THIS PART C PORTION OF THE BUILDING REPRESENTS THE PROJECT OPTION: OBI-1
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
D E F
T/PIER
-300
B/FTG
-2000
10500 13700
HS
S1
.8
X1
.8 X1
5.
9 HSS177.8X177.8X15.9 HSS
7.8
X1
.8X
.9
HSS177.8X177.8X15.9
W410X100 W530X150 kN
235 kN 280 kN
290 kN
0 k
N
370 kN
(-60mm) (-60mm)
JO
IS
T S
EA
T
D
EP
TH
O
FF
S
ET
F
O R
R O
O F
S-508
S-508
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
A B C D E F
T/PIER
-300
B/FTG
-2000
7500 7000 10500 10500 13700
C.9
145 kN W460X89
W460X89 W460X144
<140> <140>
100 kN <65>
<65> 120 kN
<155>
<155>
S-509
2L102X89X7.9LLBB
205 kN
2L102X89X7.9LLBB
185 kN 2L102X
89X7.9LLBB 2L102X89X7.9LLBB100 kN 135 kN
2L10 2X89X7.9LLBB 2L102X89X7.9LLBB205 kN
180 kN
MOMENT FRAME
STABILITY KICKERS
120 kN<155> <155> 145 kN<170> <170>
W460X144 W530X150
2L
2X
X7.9
LL
BB
2L
2X
X7.9
LL
BB 2L102X89X7.9LLBB
2L102X89X7.9LLBB
0 k
N 210 kN
155 kN26 0 k
N
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
ROOF PEAK T/STL
16700
A B C D E F
T/PIER
-300
B/FTG
-2000
7500 7000 10500 10500 13700
D.1 E.2E.1
10490
11190 12150
3190 7310 5060 5450 3190
C.9
190 kN<80> <80>
W460X144 W460X68 W410X53 W530X82 315 kN
<160> <160> 230 kN<95> <95> 265 kN<215> <215>
W460X144 W530X150 160 kN<170> <170>155 kN<135> <135>
2L
2X 89X
7.9
LL
BB
2L102X89X7.9LLBB
2L
2X
X7.9
LL
BB
2L102X89X7.9LLBB
2L
2X
X7.9
LL
BB
2L102X89X7.9LLBB
2L
2X
X7.9
LL
BB
2L102X89X7.9LLBB
2L127X127X12.7 2L127X127X12.7 2L127X127X12.7 2L127X127X12.7340 kN 245 kN
300 kN220 kN
5 k
N
5 k
N
265 kN175 kN
140 kN
0 k
N
340 kN
5 k
N
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
A B C D E F
T/PIER
-300
B/FTG
-2000
C.9 7500 7000 10500 10500 13700
W410X53 W610X101
155 kN<110> <110> 200 kN<205> <205>
S-509
W460X144 W530X150 165 kN<190> <190>130 kN<145> <145>
W460X89 W460X89
W460X144
195 kN <170>
<170>
185 kN <115> <115>
190 kN <165>
<165>
10290 11260
11320 11260
2L102X89X7.9LLBB 2L102X89X7.9LLBB 2L102X89X7.9LLBB 2L102X89X7.9LLBB
2L127X127X12.7 2L
7X
7X
.7
2L102X89X7.9LLBB
2L102X89X7.9LLBB2L102X89X7.9LLBB
2L102X89X7.9LLBB
2L
X89 X6.4 2L89X89X6.4
2L
X89 X6.4 2L89X89X6.4
245 kN 150 kN
0 k
N
0 k
N
5 k
N
285 kN 190 kN
150 kN
210 kN
165 kN
250 kN
235 kN
235 kN
195 kN
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
ROOF PEAK T/STL
16700
A B C D E F
T/PIER
-300
B/FTG
-2000D.1 E.2E.1
7500 7000 10500 10500 13700
3190 7310 5060 5450 3190
14650
C.9
140 kN <140>
<140> 105 kN
<85> <85>
125 kN <170>
<170>
W460X89 W460X89
W460X144
175 kN<120> <120> 270 kN
<60> <60> 250 kN<210> <210> 185 kN<190> <190>
W360X44 W410X100 W460X144 W530X82
145 kN<130> <130> 130 kN<150> <150> W460X144 W530X150
2L
2X
X7.9
LL
BB 2L102X89X7.9LLBB
2L
2X
X7.9
LL
BB 2L102X89X7.9LLBB
2L102X89X7.9LLBB
2L102X89X7.9LLBB
2L
2X
X7.9
LL
BB
2L102X89X7.9LLBB 2L
2X
X7.9
LL
BB
2L102X89X7.9LLBB 2L
2X
X7.9
LL
BB
2L102X89X7.9LLBB
2L
2X
X7.9
LL
BB
2L102X89X7.9LLBB
2L152X152X12.7 2L152X152X12.7 2L152X152X12.7 2L152X152X12.7
170 kN200 kN 195 kN170 kN
5 k
N
360 kN
0 k
N
190 kN 30 5 k
N
310 kN
5 k
N
240 kN20 5 k
N
180 kN
0 k
N 150 kN
230 kN
190 kN
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
ROOF PEAK T/STL
16700
A B C D E F
T/PIER
-300
B/FTG
-2000D.1 E.2E.1
C.9
7500 7000 10500 10500 13700
13100
3190 7310 5060 5450 3190
10290
11260
W460X89 W460X89
W460X144
190 kN <165>
<165> 195 kN
<130> <130>
210 kN <205>
<205>
2L
2X
X7.9
LL
BB 2L102X89X7.9LLBB
2L
2X
X7.9
LL
BB 2L102X89X7.9LLBB
2L127X127X12.7 2L127X127X12.7385 kN
215 kN
255 kN
5 k
N235 kN
0 k
N
13040
200 kN<190> <190>175 kN<170> <170> W460X144 W530X150
2L
2X
X7.9
LL
BB 2L102X89X7.9LLBB 2L
2X
X7.9
LL
BB
2L102X89X7.9LLBB
0 k
N
235 kN 28 0 k
N
155 kN
US Army Corps of Engineers New York District
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4/9/2014 3:18:59 PM
Am en dm en t #
Ap r 1
S-201
FR
AM
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AM
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S U
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1 : 2001 COL. LINE 1
1 : 2002 COL. LINE 2
1 : 2004 COL. LINE 5
1 : 2003 COL. LINE 4
1 : 2006 COL. LINE 8
NOTES:
1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. ELEVATIONS ARE TOP OF STEEL/TOP OF CONCRETE, U.N.O.
3. RE: SHEETS S-601 AND S-602 FOR COLUMN SIZES.
4. SOME ELEVATIONS ARE SHOWN JUST FOR FRAMING INFORMATION.
5. FOR BRACED FRAMES, THE AXIAL FORCES ARE SHOWN IN THE CENTER BELOW
MEMBERS. AXIAL FORCES ARE REVERSIBLE.
6. FOR MOMENT FRAMES, THE AXIAL FORCE IS SHOWN IN THE CENTER BELOW THE
MEMBER AND THE BEAM END MOMENTS ARE SHOWN AS <#>, WITH UNITS OF kN-m
7. KEY NOTES ON MOMENT CONNECTIONS, , REPRESENT A SPECIAL
REQUIREMENT, AS SHOWN IN THE TABLE BELOW.
1 : 2005 COL. LINE 6
MOMENT CONNECTION SPECIAL KEY NOTES
WEB STIFFENER PLATE REQUIRED
15mm THICK PLATES MIN
TOP & BOTTOM
2nd FLR T/STL
ROOF T/STL
ROOF PEAK T/STL
16700
D E F
T/PIER
-300
B/FTG
-2000
10500 13700
OIL-WATER SEPARATOR PIT
170 kN<305> <305> 195 kN<400> <400>
W530X272 W610X341
JO
IS
T S
EA
T
D
EP
TH
O
FF
S
ET
F
O R
R O
O F
16640
W610X174 W690X240
530 kN<455> <455> 585 kN<615> <615>
2L
2X
2X
.7
2L152X152X12.7 2L
2X
2X
.7 2L152X152X12.7
2L
2X
X7.9
LL
BB 2L102X89X7.9LLBB 2L
2X
X7.9
LL
BB 2L102X89X7.9LLBB
0 k
N
815 kN
5 k
N 410 kN
5 k
N 195 kN
0 k
N
210 kN
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
D E F
T/PIER
-300
B/FTG
-2000
10500 13700
HS
S1
.8
X1
.8 X1
5.
9 HSS177.8X177.8X15.9 HSS
3.2
X2
.2X
.7
HSS203.2X203.2X12.7
JO
IS
T S
EA
T
D
EP
TH
O
FF
S
ET
F
O R
R O
O F
W410X100 W530X150 kN
250 kN 320 kN
400 kN 45 kN
455 kN
(-60mm) (-60mm)
S-508
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
D E F
T/PIER
-300
B/FTG
-2000
10500 13700
170 kN<295> <295> 180 kN<335> <335>
W530X150 W610X174
14650 JO
IS
T S
EA
T
D
EP
TH
O
FF
S
ET
F
O R
R O
O F
S-509
14590
W460X144 W610X174
225 kN<215> <215> <275> <275>250 kN
2L
X89 X6.4
2L89X89X6.4 2L
X89 X6.4 2L89X89X6.4
2L
2X
2X
.7 2L152X152X12.7 2L
2X
2X
.7
2L152X152X12.725 0 k
N 365 kN 45 0 k
N
305 kN
0 k
N 180 kN20 0 k
N
200 kN
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
2 3 4 5 6 7 8
T/PIER
-300
B/FTG
-2000
7800 7800 9000 9000 7800 7800
L1
X15 2X
9.5 L152X152X9.5 L1
X15 2X
9.5 L152X152X9.5
L1
X15 2X
9.5 L152X152X9.5
L152X152X9.5L1
X15 2X
9.5 L152X152X9.5
L1
X15 2X
9.5
L152X152X9.5L1
X15 2X
9.5
8.1
W410X75 W410X75
W410X100 W410X100
W410X75 W410X75 kN kN 60 kN kN kN kN
85 kN 70 kN
60 kN 60 kN 70 kN
85 kN
50 kN 65 kN
45 kN
50 kN 65 kN
45 kN
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
2 3 4 5 6 7 8
T/PIER
-300
B/FTG
-2000
8.1
7800 7800 9000 9000 7800 7800
11260 12150
11260
W460X144
20LH07 20LH07
W460X144
W360X44
40 kN
2L
2X
X7.9
LL
BB
2L102X89X7.9LLBB 2L
2X
X7.9
LL
BB
2L102X89X7.9LLBB
<70>
<70> kN
75 kN
40 kN <70>
<70>
60 kN kN
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
D E F
T/PIER
-300
B/FTG
-2000
10500 13700
11000
JO
IS
T S
EA
T
D
EP
TH
O
FF
S
ET
F
O R
R O
O F
W530X272 W610X341
225 kN<265> <265> 260 kN<365> <365>
S-509
10940
W460X144 W610X174
165 kN<170> <170> 200 kN<245> <245>
2L
7X
7X
.7 2L127X127X12.7 2L
7X
7X
.7 2L127X127X12.7
2L
X89 X6.4
2L89X89X6.4 2L
X89 X6.4 2L89X89X6.4
5 k
N
345 kN 46 5 k
N 400 kN
0 k
N 215 kN20 0 k
N
200 kN
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
D E F
T/PIER
-300
B/FTG
-2000
10500 13700
200 kN<270> <270> 215 kN<385> <385>
270 kN<320> <320> 320 kN<370> <370>
0 k
N 530 kN
470 kN
200 kN19 5 k
N
200 kN
W460X144 W690X240
W610X341W530X272
2L
7X
7X
.7 2L127X127X12.7 2L
7X
7X
.7 2L127X127X12.7
2L
X89 X6.4
2L89X89X6.4 2L
X89 X6.4
2L89X89X6.4
0 k
N
0 k N
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4/9/2014 3:19:02 PM
Am en dm en t #
Ap r 1
S-202
FR
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AM
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0%
S U
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IS
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O N
1 : 2002 COL. LINE 10
1 : 2005 COL. LINE 14
1 : 2001 COL. LINE 8.1
1 : 2006 COL. LINE A
1 : 2007 COL. LINE C.9
1 : 2004 COL. LINE 13
NOTES:
1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. ELEVATIONS ARE TOP OF STEEL/TOP OF CONCRETE, U.N.O.
3. RE: SHEETS S-601 AND S-602 FOR COLUMN SIZES.
4. SOME ELEVATIONS ARE SHOWN JUST FOR FRAMING INFORMATION.
5. FOR BRACED FRAMES, THE AXIAL FORCES ARE SHOWN IN THE CENTER BELOW MEMBERS.
AXIAL FORCES ARE REVERSIBLE.
6. FOR MOMENT FRAMES, THE AXIAL FORCE IS SHOWN IN THE CENTER BELOW THE MEMBER
AND THE BEAM END MOMENTS ARE SHOWN AS <#>, WITH UNITS OF kN-m
7. KEY NOTES ON MOMENT CONNECTIONS, , REPRESENT A SPECIAL REQUIREMENT,
AS SHOWN IN THE TABLE BELOW.
1 : 2003 COL. LINE 12
MOMENT CONNECTION SPECIAL KEY NOTES
WEB STIFFENER PLATE REQUIRED
15mm THICK PLATES MIN
TOP & BOTTOM
2nd FLR T/STL
ROOF T/STL
ROOF PEAK T/STL
16700
1 2 3 4 5 6 7 8 9 10 11 12 13 14
T/PIER
-300
B/FTG
-2000
10550
11320
13100 13880
14650
15680 16700
15000
13270
11000
7800 7800 7800 9000 9000 7800 7800 10500 10500 10500 10500 13900 12000
12210
HS
S1
.4
X1
.4 X1
2.
7 HSS152.4X152.4X12.7
HS
S1
.4
X1
.4 X1
2.
HSS152.4X152.4X12.7
HS
S1
.4
X1
.4 X1
2.
7 HSS152.4X152.4X12.7
HSS152.4X152.4X12.7HSS152.4X152.4X12.7
HSS177.8X177.8X15.9 HSS17
7.8
X17 7.8
X15 .9
HSS
2.
4X
2.
4X
.7
HSS152.4X152.4X12.7
8.1
W410X100 W360X64 W360X64 W360X64
W410X75
W410X75
W410X75
W410X100
255 kN
105 kN
110 kN
220 kN
235 kN
115 kN
285 kN kN kN kN kN
65 kN 65 kN 85 kN 160 kN
210 kN 65 kN
65 kN 165 kN
180 kN
40 kN<60> <60> 50 kN<50> <50> 60 kN<50> <50> 60 kN<60> <60>
110 kN <80>
<80> 195 kN
<65> <65>
185 kN <70>
<70> 205 kN
<80> <80>
80 kN<110> <110> 80 kN<140> <140> 85 kN<210> <210> 90 kN<255> <255> 75 kN<155> <155>
170 kN <135>
<135>
165 kN
<135>
<135>
160 kN
<120>
<120>
195 kN
<195>
<195>
180 kN
<185>
<185>
W410X100
W360X64W530X150
W530X150
W530X150
W410X100
W410X100
W530X150W410X100
W410X100
W360X64
W410X100
W410X75
W360X64W360X64
W410X75
W410X75
W360X64
S-508 4S-508
S-509
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
ROOF PEAK T/STL
16700
1 2 3 4 5 6 7 8 9 10 11 12 13 14
T/PIER
-300
B/FTG
-2000
10550
11320
13100 13880
14650
15680 16700
15000
13270
11000
7800 7800 7800 9000 9000 7800 7800 10500 10500 10500 10500 13900 12000
12210
HS
S1
.4
X1
.4 X1
2.
7 HSS152.4X152.4X12.7
HSS
2.
4X
2.
4X
.7
HSS152.4X152.4X12.7
HSS152.4X152.4X12.7HS
S1
.4
X1
.4 X1
2.
HSS15
2.4
X15 2.4
X12 .7
HSS152.4X152.4X12.7HSS152.4X152.4X12.7
HSS177.8X177.8X15.9 HSS17
7.8
X17 7.8
X15 .9
8.1
W410X100 W410X75
W410X75
W410X75
W360X64W360X64W360X64W410X100
275 kN
120 kN
130 kN
220 kN
225 kN
90 kN
270 kN kN
165 kN kN kN
120 kN 145 kN 70 kN 165 kN
210 kN 80 kN
85 kN 210 kN
W410X100
W410X75
W410X75
W410X75
W360X64 W360X64 W360X64 W360X64
W410X100
W410X100 W530X150
W410X100
W410X100
W530X150
W530X150
W530X150
W410X100
W360X64
40 kN<60> <60> 45 kN<50> <50> 60 kN<50> <50> 60 kN<60> <60> 85 kN<115> <115> 85 kN<145> <145> 85 kN<215> <215> 95 kN<260> <260> 75 kN<155> <155>
130 kN <80>
<80> 185 kN
<60> <60>
180 kN <70>
<70> 210 kN
<80> <80>
165 kN <135>
<135>
160 kN
<135>
<135>
150 kN
<115>
<115>
220 kN
<190>
<190>
195 kN
<180>
<180>
S-508
S-508
S-509
US Army Corps of Engineers New York District
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Am en dm en t #
Ap r 1
S-203
FR
AM
IN
G
E
LE
VA
TI
O N
S
Fe br ua ry
AM
P
AM
P
C he ck er
0%
S U
B M
IS
SI
O N
1 : 2002 COL. LINE F
1 : 2001 COL. LINE D
NOTES:
1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. ELEVATIONS ARE TOP OF STEEL/TOP OF CONCRETE, U.N.O.
3. RE: SHEETS S-601 AND S-602 FOR COLUMN SIZES.
4. SOME ELEVATIONS ARE SHOWN JUST FOR FRAMING INFORMATION.
5. FOR BRACED FRAMES, THE AXIAL FORCES ARE SHOWN IN THE CENTER BELOW MEMBERS.
AXIAL FORCES ARE REVERSIBLE.
6. FOR MOMENT FRAMES, THE AXIAL FORCE IS SHOWN IN THE CENTER BELOW THE MEMBER
AND THE BEAM END MOMENTS ARE SHOWN AS <#>, WITH UNITS OF kN-m
2nd FLR T/STL
ROOF T/STL
D E F
T/PIER
-300
B/FTG
-2000
10500 13700
W250x89 W250x115
W250x89
W250x89 W250x115
W250x115
W410X100 W530X150
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
A B C D E F
T/PIER
-300
B/FTG
-2000
C.9
7500 7000 10000 500 10500 13700
W250x58
C130x13
C130x13
W250x38.5W250x38.5
W460X89 W460X89
W460X144
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
ROOF PEAK T/STL
16700
A B C D E F
T/PIER
-300
B/FTG
-2000
D.1 E.2E.1
C.9
7500 7000 10000 500 10500 13700
W250x58
C130x13
C130x13
W250x38.5W250x38.5
W460X89 W460X89
W460X144
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
D E F
T/PIER
-300
B/FTG
-2000
10500 13700
W250x89 W250x115
W250x89
W250x89 W250x115
W250x115
W410X100 W530X150
WINDOW, DOOR OR LOUVER OPENING
INSULATED METAL PANEL
NOTE: SEE STRUCTURAL AND ARCH DETAILS FOR ADDITIONAL INFORMATION AND
DIMENSIONS AT WALL OPENINGS.
W-SHAPE WIND GIRT
DOOR OPENING
IN
SU
LA
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D M
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A
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PA
N
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CHANNEL WIND GIRT
US Army Corps of Engineers New York District
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4/9/2014 3:19:05 PM
Am en dm en t #
Ap r 1
A s in di ca te d
S-204
G
IR
T
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Fe br ua ry
AM
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AM
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C he ck er
0%
S U
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1 : 2001 GIRT ELEVATION - COLUMN LINE 1
1 : 2002 GIRT ELEVATION - COLUMN LINE 2
1 : 2003 GIRT ELEVATION - COLUMN LINE 8
1 : 2004 GIRT ELEVATION - COLUMN LINE 14
NTS5 TYPICAL WALL PANEL AT OPENING
NOTES:
1. WIND GIRT AND SAG ROD QUANTITY AND PLACEMENT SHOWN ARE A MINIMUM ALLOWABLE.
2. WIND GIRTS ARE W-SHAPE OR C-SHAPE STEEL BEAM MEMBERS AND ARE TYPICAL PLACED AT 200mm
FROM OPENINGS IN THE INSULATED METAL PANEL WALL WHEN POSSIBLE, (SEE DETAILS).
3. MAXIMUM SAG ROD SPACING SHALL BE 3000mm.
4. SAG RODS SHALL BE PLACED ON EITHER SIDE OF A WIND GIRT CUT-OUT DUE TO THE STRUCTURAL
BRACES WHEN POSSIBLE, (SEE DETAILS).
LEGEND:
WINDOW OR DOOR OPENING
LOUVER OR VENT OPENING
SAG ROD
WALL PANEL THICKNESS = 200mm
PANEL WEIGHT = 16.7 kg/m
MAXIMUM PANEL DEFLECTION = L/200 (TYP)
PANEL MAXIMUM MANUFACTURED LENGTH = 9230mm (TYP)
PANEL MANUFACTURED WIDTH = 1200mm (TYP)
MAXIMUM PANEL SPAN = 4.5 METERS (TYP)
(ABOVE ARE THE PROPERTIES USED IN THE WIND GIRT DESIGN.
FINAL PROPERTIES SHALL BE SUPPLIED BY THE INSULATED
METAL PANEL MANUFACTURER.)
INSULATED METAL PANEL - PANEL PROPERTIES
GIRT SPAN
(METERS)
13.70 10.50 10.05 9.00 7.80
GIRT SPAN
(METERS)
13.90 12.00 10.50 10.05 9.00 7.80 7.50 7.00
MINIMUM
WIND GIRT SIZE
W250x115 W250x89 W250x58
W250x38.5 W250x38.5
MINIMUM
WIND GIRT SIZE
W250x89 W250x89 W250x58 W250x58
W250x38.5 W250x38.5 W250x38.5 W250x38.5
MAXIMUM TRIBUTARY WIDTH
SUPPORTED BY WIND GIRTS (METERS)
2.2 2.5 2.5 2.5 3.0
MAXIMUM TRIBUTARY WIDTH
SUPPORTED BY WIND GIRTS (MEETERS)
2.0 2.2 2.5 2.5 2.5 3.0 3.0 3.0
WIND GIRT MAXIMUM SPACING IN BRACED BAYS WIND GIRT MAXIMUM SPACING IN UNBRACED BAYS
2nd FLR T/STL
ROOF T/STL
A B C D E F
T/PIER
-300
B/FTG
-2000
C.9 1.
M
ET
ER
S
2 METERS
2 METERS 2 METERS
M
E
TE
R S
M
E
TE
R S
2 METERS 2.5 METERS
2.
M
ET
ER
S
2.5 METERS
2.
M
ET
ER
S
2.0 METERS
2.
M
ET
ER
S
MOMENT FRAME KICKERS
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
A B C D E F
T/PIER
-300
B/FTG
-2000
C.9
2 METERS
2 METERS 2 METERS
2 METERS
2.5 METERS
2.5 METERS
1.
M
ET
ER
S
M
E
TE
R S
2.
M
ET
ER
S
M
E
TE
R S
2.
M
ET
ER
S
2.
M
ET
ER
S
2.5 METERS
1.
M
ET
ER
S
1.6 METERS MOMENT FRAME KICKERS
MOMENT FRAME KICKERS
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
ROOF PEAK T/STL
16700
A B C D E F
T/PIER
-300
B/FTG
-2000D.1 E.2E.1
C.9
1.
M
ET
ER
S
2 METERS
2 METERS 2 METERS
M
E
TE
R S
M
E
TE
R S
2 METERS 2.5 METERS
2.
M
ET
ER
S
2.5 METERS
2.
M
ET
ER
S
3 METERS
M
E
TE
R S
1.6 METERS
1.
M
ET
ER
S
MOMENT FRAME KICKERS
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
D E F
T/PIER
-300
B/FTG
-2000
1.6 METERS
1.
M
ET
ER
S
M
E
TE
R S
2 METERS
MOMENT FRAME KICKERS
MOMENT FRAME KICKERS
FIRST FLR PLAN
2nd FLR T/STL
ROOF T/STL
2 3 4 5 6 7 8
T/PIER
-300
B/FTG
-2000
2.5 METERS
2.
M
ET
ER
S
2.
M
ET
ER
S
2.5 METERS
2.5 METERS
2.
M
ET
ER
S
2.5 METERS
2.
M
ET
ER
S
MOMENT FRAME KICKERS
US Army Corps of Engineers New York District
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