Plans - Amendment 2.pdf
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C-501
C-501
C-501
C-501
C-501
TELESCOPIC TRESTLES FOR ELEVATED UTILITY LINES
HEAT TRACERS
TYPICAL STEAM BRACING SYSTEM TRESTLES
C-501
SUPPORT FOR AT GRADE UTILITY LINES DETAIL
TELESCOPIC TRESTLES FOR UTILITY LINES
NTS
NTS
NTS
NTS
NTS
NTS
C-501
U T
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UTILITY CONNECTION DETAIL
PRECAST CONCRETE DEAD WEIGHT NOTES:
1) PRECAST CONCRETE DEAD WEIGHTS SHALL BE CONSTRUCTED
ACCORDING TO BASE STANDARDS.
2) WEIGHT SHALL CONTAIN (2) #10 DEFORMED BAR STIRRUPS
AND A SINGLE #10 DEFORMED BAR HANDLE CONNECTED
TO THE STIRRUPS THAT LOOPS OUT OF THE TOP TO SERVE
AS A HANDLE.
3) BOTTOM OF WEIGHT WILL HAVE A 75mm DEEP SLOT THAT
IS SUFFICIENTLY WIDE TO FIT OVER 200mm LUMBER.
4) APPROXIMATE WEIGHT OF EACH DEAD WEIGHT SHALL BE 68kg.
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(2) #10 STIRRUPS
(METRIC)
#10 DEFORMED BAR
(METRIC)
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US Army Corps of Engineers
New York
District
TYP.
TYP.
TYP.
ANCHOR LUG 1600mm X 400mm X 600mm
PRE-CAST CONC. PAD
REINF. W/ (4) #16 LONG
& #16 @ 300MM MAX SHORT
PLACED MID HT.
TELESCOPIC SUPPORT PIPE
OUTER PIPE 50/4
INNER PIPE 40/5
12mm BENT P
BASEPLATE, 250mm X 200mm x 12mm
W/ (2) 19mm DIA. CHEMICAL
ANCHORS (250mm EMBEDED)
WOODEN SADDLE
150mm X 100mm
TYP.
AFTER
TRESTLE HT.
BEEN SET.
180mm
100mmL
75mm X 10mm
TYP.
TYP.
WOODEN SADDLE
150 X 150
NAIL
(GALVANIZED)
M i n m m
M a x m m
1.0 mm (20GA) STEEL PLATE
BASEPLATE, 250mm x 200mm x 12mm
W/ (2) 19mm DIA. CHEMICAL
ANCHORS (250mm EMBEDED)
1600mm x 400mm x 600mm
PRE-CAST CONC. PAD
REINF. W/(4) #16 LONG
& #16 @ 300MM MAX SHORT
PLACED MID HT.
TYP.
SPACI
NG
mm
GENERAL NOTES:
1. REFER TO SECTIONS 33 11 00 AND 33 30 00
OF SPECIFICATIONS FOR SUPPORT SPACING.
2. WELDING AND FABRICATION PLANS TO BE
PROVIDED AND APPROVED BY CONTRACTING
OFFICER PRIOR TO FABRICATION.
TYP. AFTER
TRESTLE HT.
HAS BEEN SET.
ANCHOR LUG
75mm x 10mm
180MM
100MML
TELESCOPIC SUPPORT PIPE
OUTER PIPE 50/4
INNER PIPE 40/5
TYP. SPACER BAR
AS UNISTRUT
TYPE P-5500
SCREW
12MM BENT P
PLAN
PIPE SIZE LOOP SIZE
3200X3200 mm.
3500X3500 mm.
4000X4000 mm.
4000X4000 mm.
4500X4500 mm.315/560 mm.
250/500 mm.
200/500 mm.
125/400 mm.
90/315 mm.
SCREWS MAX 120 mm O.C.
S. STEEL BAND
NOTE:
LOOP SIZE DIMENSIONS ARE
MEASURED FROM PIPE CENTERLINE
SCHEDULE FOR LOOP SIZES
TELESCOPIC TRESTLES
SUPPORT 200 X 100
SUPPORT 200 X 100
NO SCREEWS
1.25 mm GALV PLATE
MINERAL FIBER
MIN.
GRAVEL
LUMBER 150mm X 200mm
PRECAST CONCRETE DEAD WEIGHTS
350mm X 400mm X 250mm
SPACI
NG
mm
PLACEMENT OF HEAT TRACERS
PIPE SCHEDULE
INSIDE TRACER CHANNEL
DIMENSIONS:
8 mm X 18 mm (FOR UP TO 10 W/FT
TYPE BTV2-CT HEAT TRACING CABLE
WIRING) .
TRACER CHANNEL TO BE
PLACED AT 4, 8, AND 12
O’CLOCK
1. AMBIENT TEMP. CONTROLLED
2. MANUALLY CONTROLLED
3. PIPE TEMP. CONTROLLED
NOTE: REFER TO ELECTRICAL
DRAWINGS FOR HEAT TRACE DETAILS
LIMITS OF REMOVAL OF
EXISTING INSULATION AND
PROTECTIVE JACKET
EXISTING UTILITY
MAIN AND INSULATION
NEW UTILITY SERVICE LINE
NEW INSULATION
WITH PROTECTIVE
JACKET
NEW TEE. SEE UTILITY
SCHEDULE, THIS SHEET FOR
PIPE SIZES AND MATERIALS
C-502
C-502
TELESCOPIC TRESTLES FOR UTILITY LINES 2
C-502
BRACING SYSTEM FOR TRESTLES, TYPICAL
PIPELINE SUPPORT, ELEVATION
C-502
ELEVATION
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US Army Corps of Engineers
New York
District
SEE NOTE 1
GRAVEL
GROUND LEVEL
SP
ACI
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m m
BASEPLATE, 10, 250 X 200 mm.
U-CHANNEL
75 X 180 mm.
NAIL (GALVANIZED)
M i n
M a x
M
MIN. 300
ONE PRECAST CONCRETE
DEAD WEIGHT AT EACH
END OF LUMBER
TYP. SPACER BAR
AS UNISTRUT
TYPE P-5500
3/8" SCREW
TELESCOPIC SUPPORT PIPE
OUTER PIPE 50 mm.
INNER PIPE 40 mm.
1.0 mm. (20GA) GALV PLATE
WOODEN SADDLE
150 X 150 mm.
ANCHOR LUG
LUMBER 200 X 100 mm.
GRAVEL
TYP. SPACER BAR
AS UNISTRUT
TYPE P-5500
(AT ENDS ONLY)
INSULATED UTILITY
PIPE
INSULATED UTILITY
PIPE
NOTE:
1. REFER TO SECTION 33 11 00 AND 33 30 00
OF SPECIFICATIONS FOR SUPPORT SPACING.
S. STEEL BAND 1/2" X 0.03" ADDITIONAL GALVANIZED STEEL JACKET,
1.5mm. PLATE, WIDTH 500 mm.
MAX. 150 mm.
O.C. SCREWS
BOLT 10 MG WITH NUT AND WASHER
LUG FOR TIE ROD
TIE ROD, D=12 mm.
TURN BUCKLE WITH CLEVIS
MIN. 300 mm.
M I
M A
X
ONE PRECAST CONCRETE
DEAD WEIGHT AT EACH
END OF LUMBER
HOOP, GALVANIZED MILD STEEL 50 mm X 6 mm.
ADJUST WITH SLACK
AT 40 DEGREES F [5 DEGREES C]
SPACING, SEE SCHEDULE
ANCHOR LUG FOR TIE ROD
NOTES:
1. MEASURES IN mm.
2. ALL STEEL AND FASTENERS TO BE HOT-DIP-GALVANIZED.
3. PIPES, FITTINGS AND VALVES SHALL BE RAISED OFF
THE GROUND.
PROVIDE A SUPPORT MAX. 600 mm. AWAY FROM MAIN
VALVES AND TEE’S.
4. CONCRETE- COVER MIN. 30 mm.
COMPRESSIVE STRENGTH : FCK > 30 MPA (4000PSI)
EXPOSED CONCRETE EDGES SHALL HAVE A 20 mm.
CHAMFER,EXCEPT AS NOTED.
5. REINFORCEMENT - T : T, FYK > 550 MPA (80 KSI)
R : FE 360, FYK > 235 MPA (34 KSI)
6. DO NOT USE HOOP AT CORNERS EXPANSION.
7. USE DOUBLE X-BRACING AT ENDS AND SPACER BARS AS
UNISTRUT P-5500.
C-504
ROAD CROSSING FOR FUEL PIPELINE
NTS
4 4
(1/4")
PL 20
NOTE 1
BONDING CABLE
M
C-504
NTS
C-504
NTS
C-504
BONDING, TYPICAL VALVE/EQUIPMENT
NTS
C-504
NTS
C-504
NTS
C-504
NTS
DETAIL 1
DETAIL 2BONDING, TYPICAL FLANGE
HIGH LEVEL SHUT-OFF VALVE
THERMAL RELIEF VALVE PIPING
C-504
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US Army Corps of Engineers
New York
District
EXISTING ROAD
4575 (15’)
(3/16")
(3/16")
FUEL PIPE
(3/16")
BONDING CABLE
(3/16")
(3/16")
CONTROL PIPES TO BE
CONNECTED ACCORDING
TO MANUFACTURERS INSTRUCTION
HIGH LEVEL SHUT-
PFF VALVE.
DIAPHRAGM CONTROLLED
PRESSURE CONTROL
PIPE FROM
VALVE INLET
PRESSURE/RELIEF CONTROL
PIPE FROM DIAPHRAGM
COVER CHAMBER
RELIEF CONTROL
PIPE TO VALVE
OUTLET
CADWELD
CADWELD
TOP OF PIPE TO BE LOCATED
MINIMUM 915mm (36") BELOW
ROAD SURFACE
DETAIL 1
200mm SCH 40 PIPE
100mm SCH 40 PIPE
MINIMUM 2032mm (80") BETWEEN
PIPING AND ROAD SIDE.
m m m m
200mm STD WT PIPE AS
CASING TUBING
PL 10x80x80mm (TYP)
76mm (3") PRESSURE
FILL LINE
PL 10x80x80mm (TYP)
TO DOWNSTREAM
OF HIGH LEVEL SHUT
OFF VALVE
25mm BALL VALVE 25mm THERMAL
RELIEF VALVE
25mm (1")
BALL VALVE 25mm (1")
PIPING
FROM UPSTREAM OF
HIGH LEVEL SHUT-OFF
VALVE
PIPE SUPPORTS EQUALLY SPACED
MAXIMUM 2032mm (80").
PL 10X44X200mm
PIPE SUPPORTS
SEE DETAIL 2
C-504
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BAR DESIGNATION
BAR SPACING
CENTER TO CENTER
34.5PLANK TOPPING
34.5PRECAST PLANK
LIGHT WEIGHT CONCRETE (1842 kg/M )27.6ELEVATED FLOOR SLABS
C
P S( ) L( ) C( ) L( )
HSS( )
MC( )
WT( )
W( )
EQUAL
STRUCTURAL TEE
WIDE FLANGE
PLATE
ANGLE
HOLLOW STRUCTURAL SECTION
MISCELLANEOUS CHANNEL
DOUBLE ANGLE
CHANNEL
AMERICAN STANDARD SHAPE
PERPENDICULAR
PERCENT
PARALLEL
NUMBER
INCH OR INCHES
FOOT OR FEET
DIAMETER
ELEVATION
DEGREE
AT
CENTERLINE
ANGLE
L
L
L
A/E
AB
ABV
ACI
ADDL
AFF
AHU
AISC
ALT
APPROX
ARCH
ASTM
B PL
B/
BF
BLDG
BLK
BM
BRG
BS
BT
BTWN
CHAM
CIP
CJ
CM
CMU
COL
CONC
CONN
CONST
CONT
CRSI
db
DBL
DET
DIA
DIAG
DIM
DL
DN
DWG
DWL
EA
EF
EL
ELEC
EMBED
ENGR
EOS
EQ
EQUIP
EST
EW
EXC
EXIST
EXP
EXT
FD
FDN
FF
FIN
FL
FS
FTG
GA
GALV
GB
GC
HORIZ
HP
HT
ID
INCL
INFO
INT
ISO JT
JST
JT
K
KB
KCF KIPS PER CUBIC FEET
KNEE BRACE
ISOLATION JOINT
JOINT
KIP(S)
JOIST
INFORMATION
INTERIOR
INCLUDE(D)(ING), INCLUSIVE
HORIZONTAL
HIGH POINT
INSIDE DIAMETER
HEIGHT
GENERAL CONTRACTOR
GRADE BEAM
GALVINIZED
GAGE OR GAUGE
FOOTING
FS
FLOOR
FINISHED
AIR HANDLING UNIT
BAR DIAMETER
EMBED(ED)(MENT)
EXCAVATE OR EXCAVATION
EXISTING
EXTERIOR
FOUNDATION
FAR FACE
FLOOR DRAIN
EXPANSION
EQUIPMENT
ENGINEER
EQUAL
ESTIMATE(D)
EACH WAY
EDGE OF SLAB
DOWN
ELECTRICAL
EACH
ELEVATION
EACH FACE
DOWEL
DRAWING
DIMENSION
DEAD LOAD
DIAGONAL
DIAMETER
DETAIL
DOUBLE
BENT
CONCRETE MASONRY UNIT
CONTINUOUS
CONSTRUCTION
CONNECTION
CONCRETE
CONCRETE REINFORCING STEEL INSTITUTE
COLUMN
CHAMFER
BETWEEN
CONTROL JOINT
CENTIMETER
CAST IN PLACE
BOTTOM OF
BUILDING
BEARING
BOTH SIDES
BEAM
BLOCK
BOTH FACES
BASE PLATE OR BEARING PLATE
AMERICAN SOCIETY FOR TESTING AND MATERIALS
ARCHITECT OR ARCHITECTURAL(S)
APPROXIMATE
ALTERNATE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ADDITIONAL
ABOVE FINISHED FLOOR
AMERICAN CONCRETE INSTITUTE
ANCHOR BOLT
ABOVE
ARCHITECT/ENGINEER
L
LB
ld
LL
LLH
LLV
LONG
LP
MAS
MATL
MAX
MCJ
MECH
M/E/P
MFR
MID
MIN
MISC
MO
MP
N
NF
NIC
NO
NOM
NS
NTS
OC
OD
OPNG
OPP HAND
PERM
PVMT
RAD
RE:
REF
REINF
REQD
REV
RTU
SC
SCHED
SDI
SECT
SHT
SIM
SL
SLV
SOG
SP
SPA
SPEC
SS
STD
STIFF
STL
STRUCT
T T&B T&S T/
TEMP
THD
THK
TRANS
TSF
TYP
UNO
VERT
VIF
W W/ W/0 W/L W/P
WT
WWF
STEEL
STRUCTURAL
TOP & BOTTOM
TEMPERATURE & SHRINKAGE
TOP OF
TEMPORARY
THREAD(ED)
THICKNESS
TRANSVERSE
TONS PER SQUARE FEET
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
VERIFY IN FIELD
WIDTH
WITH
WITHOUT
WIND LOAD
WORKING POINT
WEIGHT
WELDED WIRE FABRIC
STIFFENER
THICKNESS
LIVE LOAD
PERMANENT
PAVEMENT
RADIUS OR RADII
REFER TO
REFERENCE
REINFORCEMENT
REQUIRED
REVISION OR REVISE
ROOF TOP UNIT
SLIP CRITICAL
SCHEDULE
STEEL DECK INSTITUTE
SECTION
SHEET
SIMILAR
SLOPE(D) OR SLOPING
SLEEVE
SLAB ON GRADE
SPACE(S)
SPACES OR SPACING
SPECIFICATIONS
STAINLESS STEEL
STANDARD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONGITUDINAL
LOW POINT
MASONRY
MATERIAL
MAXIMUM
MASONRY CONTROL JOINT
MECHANICAL(S)
MECHANICAL, ELECTRICAL, & PLUMBING
MAUNFACTURER
MIDDLE
MINIMUM
MISCELLANEOUS
MASONRY OPENING
MASONRY PIER
NEAR FACE
NOT IN CONTRACT
NUMBER
NOMINAL
NEAR SIDE
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OPENING
OPPOSITE HAND
NEWTON
POUND
DEVELOPMENT LENGTH
LENGTH
F'c = 27.6 MPa F'c = 20.7 MPa
4db
7. FOR LIGHTWEIGHT CONCRETE: MULTIPLY THE ABOVE LAP SPLICE VALUES BY 1.3 UNO.
6. CATEGORY FOR BARS SPACED LESS THAN 4d, ON CENTER CORRESPONDS TO CATEGORY 1 IN THE CRSI HANDBOOK WHEREAS FOR BARS SPACED 4d, OR MORE ON CENTER CORRESPOND TO CRSI CATEGORY 5.
1. YIELD STRENGTH OF REINFORCEMENT, (Fy) IS 420 MPa (LAP SPLICE LENGTH IS IN MILLIMETERS).
2. CONCRETE IS NORMAL WEIGHT (2400 kg/M ).
3. TOP BAR INDICATES HORIZONTAL REINFORCEMENT WHICH IS PLACED ABOVE 300 MM OR MORE OF FRESH CONCRETE.
4. UNLESS NOTED OTHERWISE COLUMNS & PIERS UTILIZE TENSION LAP SPLICES.
5. STRAIGHT DEVELOPMENT LENGTH OF AN UNLAPPED BAR IS EQUAL TO VALUE FROM TABLE DIVIDED BY 1.3.
OTHER BARS
MORE
4db
CENTER TO CENTER
BAR SPACING
BAR DESIGNATION
NOTES:
TOP BARS
4db
THAN
LESS
4db
THAN
LESS
MORE
4db
OR
OR
4db
TOP BARS
4db
THAN
LESS
MORE
OR
4db
OTHER BARS
MORE
OR
4db
4db
THAN
LESS
HOOK DEVELOPMENT LENGTH
PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO
MAINTAIN CONCRETE PROTECTION SPECIFIED.
6. HOOK DEVELOPMENT LENGTH IS VALID
REDUCTION FOR EXCESS REINFORCEMENT
TIE OR STIRRUP REQUIREMENTS OF ACI
NOTES:
CONCRETE IS NORMAL WEIGHT CONCRETE.
BAR YIELD STRENGTH, Fy = 420 MPa
SECT. 12.5.3.2 ARE ASSUMED TO NOT
SECT. 12.5.3.2 ARE ASSUMED TO NOT
SIDE COVER REQUIREMENTS OF ACI3.
5.
4.
2.
1.
MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS
SHALL BE AS FOLLOWS: (RE: ACI 318)
DIMENSIONS FOR BAR PLACEMENT GIVEN IN SECTIONS AND DETAILS
SHALL SUPERSEDE MINIMUM COVER REQUIREMENTS GIVEN HERE.
RETAINING WALLS (NO SURFACES SHALL BE EARTH FORMED)
SLABS-ON-GRADE (NO EXPOSURE TO WEATHER) FROM TOP
#16 BAR & SMALLER
#19 THRU #36 BAR
1. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE. (2400 kg/M ) (UNO)
COMPRESSIVE
STRENGTH @
COLUMNS / PIERS
SLABS-ON-GRADE (EXPOSURE TO WEATHER) FROM TOP
EARTH SIDE AND FRONT SIDE (EXPOSED TO WEATHER):
BOTTOM
TOP
GRADE BEAMS OR SLAB TURNED DOWN EDGES:
#16 BAR AND SMALLER
#19 THRU #36 BAR
SIDES (EARTH FORMED)
SIDES (BOARD FORMED)
FOOTINGS (EARTH FORMED)
ALL OTHER
SLAB-ON-GRADE
ALL FOOTINGS U.N.O.
CONCRETE
NOTES:
STRUCTURAL
ELEMENT
27.6
27.6
28 DAYS
(MPa) 27.6
CONCRETE
f'c
#29
40 MM
20 MM
40 MM
40 MM
55 MM
40 MM
80 MM
80 MM
40 MM
55 MM
80 MM
#32 #36
REMARKS
#25 #22
#16 #19
#13
BAR
SIZE
#10
635560
20.7 MPa
27.6 MPa
Ldh (MM)
F'c
F'c
BE MET.
BE MET.
IS NOT TAKEN.
FOR 180° HOOKS ALSO.
RECTANGULAR TUBE STEEL
CONNECTIONS, PLATES &
STUDS/TRUSS MEMBERS
LIGHT GAGE METAL
ANCHOR RODS
PIPES
ROUND TUBE STEEL
ALL OTHERS
BRACING
BEAMS & COLUMNS (UNO)
ELEMENT
STRUCTURAL
ASTM A36M248
ASTM A653M
ASTM A500 GRADE B
ASTM A36M
ASTM A53 GRADE B
YIELD STRENGTH
(MPa)
Fy
ASTM A500 GRADE B
ASTM A992M
ASTM A36M
REMARKS
40#10
#29
#32
#36
#19
#25
#22
#13
#16
#10
#29
#32
#36
#19
#25
#22
#13
#16
8. FOR EPOXY COATED REINFORCEMENT: MULTIPLY THE ABOVE LAP SPLICE VALUES BY 1.5.
KILONEWTON
kg kN
KILOGRAMS
PASCAL
MEGA PASCAL
Pa
MPa
METERM
MILLIMETERMM
KILOPASCALkPa
NOTE:
DIMENSIONS, ELEVATIONS AND
MATERIAL DESIGNATIONS ARE IN
MILLIMETERS UNLESS NOTED
OTHERWISE.
CLR CLEAR
K( ) OPEN WEB STEEL JOIST
2.03 kN/m2
2.85 kN/m2
4.51 kN/m2
N/A
2100 mm
2100 mm
SYMBOLS
ABBREVIATIONS
MINIMUM LAP SPLICES OF REINFORCING BARS IN TENSION (PER ACI 318)
CONCRETE COVER SCHEDULECONCRETE MATERIALS SCHEDULE
TENSION PER (ACI 318)
STANDARD HOOKS IN
STEEL MATERIALS SCHEDULE
SIZE (LxWXT)
F5
F4
F3
F1
F2
MARK REINFORCEMENT
FOOTING SCHEDULE
REMARKS
P1
P2
MARK
PIER SCHEDULE
930x930
SIZE (LxW) REINFORCEMENT
305x305
(8) #25
TIES
#13@200
#13@200
REMARKS
RE: 5/S-501
MARK
ZONE
UPLIFT
GROSS
WIDTH
ZONE
ROOF WIND UPLIFT LOADING ASCE 7-05
F6
1. FOOTING HAS MULTIPLE PIERS. RE: PLAN FOR DIMENSIONS
AND ELEVATIONS.
NOTES:
2 2
2 2
3 3 3 3
3 3
3 3
33 3 3 3 3 3
1760 X 1760 X 260
2210 X 2210 X 560
2530 X 2530 X 560
2795 X 2795 X 560
3000 X 3000 X 560
4000 X 3000 X 560
(10) #19 EA WAY T&B
(9) #19 EA WAY T&B
(5) #19 EA WAY T&B
(8) #19 EA WAY T&B
(17)#19 SHORT T&B
(11)#19 LONG T&B NOTE 1
LENGTH, Ldh
HOOK DEVELOPMENTH
O O
K
EX
TE
N
SI
O
N
PE
R A
C E
CHANNELS, C-SHAPE STEEL 345 ASTM A992M
(11) #19 EA WAY T&B
SIZE (LxWXT)
G4
G3
G1
G2
MARK REINFORCEMENT
PORCH FOOTING SCHEDULE
REMARKS
1. FOOTING HAS TWO (2) PIERS. SEE FOUNDATION DETAILS
NOTES:
2178 X 2100 X 1100 X 1100 X 260
1795 X 1100 X 260
1895 X 1100 X 260
NOTE 2
NOTE 1
NOTE 1
F7 4000 X 3250 x 560
(18)#25 SHORT T&B
(8)#25 LONG T&B NOTE 1
NOTE 2
2. FOOTINGS ARE "L" SHAPED AND HAVE THREE (3) PIERS. SIZE IS
EXPRESSED AS (L1 X L2 X W1 X W2 X T). SEE FOUNDATION DETAILS.
(9)#16 SHORT T&B
(4)#16 LONG T&B
(8)#16 SHORT T&B
(4)#16 LONG T&B
(8)#16 SHORT T&B
(8)#16 LONG T&B
(8)#16 SHORT T&B
(8)#16 LONG T&B
2510 X 2250 X 1200 X 1510 X 260
(4) #19
F8 3250 X 3250 x 560 (12) #19 EA WAY T&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
D
AT
E:
SC
A L
E:
D R
A W
IN
G C
O D
E :
D
ES
IG
N
ED
B
Y:
D R
A W N
B Y :
C H
E C
KE
D B
Y:
IS
S U
E D
AT
E:
D
AT
E:
EN
G
IN
EE
R
AR
C H
IT
EC
T N
AM
E
PR
O
JE
C
T
EN
G
IN
EE
R
A R
C H
IT
EC
T
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T, N
Y
SHEET
REFERENCE
NUMBER:
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A m en dm en t 2
Ja n
S-002
JG
/A
P
JG
/A P
FY
D O
R M
IT
O
R Y, T H
U
LE
A
FB
G
R
EE
N
LA
N D
ST
R
U C
TU
R
AL
AB
BR
EV
IA
TI
O N
S
SC
H
ED
U
LE
AT
C H
LI
N
E
F1
F4
F1
F4
F8
F8
F3 F2
F3 F2
F5
F5
F2
F2
F2
F2
F2
F4
F4
F4
F4
F4
F4
F4
F4
F4
LIMIT OF 275 KPA INSULATION
BELOW GRADE
LIMIT OF 275 KPA INSULATION
BELOW GRADE
S-501
TYP
S-501
TYP
1 2 3 4 5 6 7 8 9
C
D
B
E
A
F
D.1
C.1
A.1
P.A
P.B
P.C
P.D
P.1 P.2 P.3 P.4
B.1
8.1
F1
F1
F2
F5
S-501
TYP
3015 7100 7100 7455 7050 7050 7420 2955 4925
997 3405 997
P.5 P.6
P.7 P.8
P.E
P.F
P.G
P.H
F5
F5 F5
F5 F5
F5
S-501
TYP
F6 F7
G1
G2 G2
G1
G4
G4
G3
G3
S-502
S-502
S-502
S-502
TYP
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
D
AT
E:
SC
A L
E:
D R
A W
IN
G C
O D
E :
D
ES
IG
N
ED
B
Y:
D R
A W N
B Y :
C H
E C
KE
D B
Y:
IS
S U
E D
AT
E:
D
AT
E:
EN
G
IN
EE
R
AR
C H
IT
EC
T N
AM
E
PR
O
JE
C
T
EN
G
IN
EE
R
A R
C H
IT
EC
T
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
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N
EW
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R K
D
IS
TR
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T, N
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SHEET
REFERENCE
NUMBER:
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*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:
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1/5/2012 10:42:23 AM
A m en dm en t 2
Ja n
S-101-A
JG
/A
P
JG
/A P
FY
D O
R M
IT
O
R Y, T H
U
LE
A
FB
G
R
EE
N
LA
N D
FO
U
N D
AT
IO
N P
LA
N
PA
R T
PL
AN
A
1 : 100
01-B/FTG - PART PLAN A
0 50 100 mm
N
TRUE NORTH
WIND
PLAN NORTH
1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DWGS.
3. SEE DRAWING S-501 FOR TYPICAL FOUNDATION DETAILS.
4. B/FTG EL. 97.350 M AND T/PIER EL. 100.580 M FOR ALL BUILDING FOOTINGS. PIER HEIGHT WILL VARY BY THICKNESS OF
FOOTING. SEE FOOTING AND PIER SCHEDULE ON S-002.
5. FOR PORCH FOOTINGS: B/FTG EL. 98.680 M AND T/PIER EL. 100.580 M.
6. ALL PIERS TO BE CENTERED ON TOP OF FOOTING, COMBINED FOOTINGS TO BE BUILT AS SHOWN ON S-501.
7. COORDINATE WITH CIVIL DRAWINGS FOR LOCATION OF BELOW GRADE INSULATION AND UTILITIES.
C H
LI
N
E
F2 F2
F4 F2 F2 F2
F2 F3 F4
F4
F4
F3 F4
F1
F2
F5
F5
F2
F2
F2
F2
F4
F4
F4
F4
F4
F4
F4
F4
LIMIT OF 275 KPA INSULATION
BELOW GRADE
LIMIT OF 275 KPA INSULATION
BELOW GRADE
S-501
TYP
S-501
TYP
9 10 11 12 13 14 15 16 17
C
D
B
E
A
F
D.1
C.1
P.A
P.B
P.C
P.D
P.3 P.4
6750 6600 6750 7000 6750 3470
B.1
F1
F1
P.9 P.10
P.E
P.F
F5
F5
F5
F5
G3
G3
F7
G2
G1
S-502
TYP
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
D
AT
E:
SC
A L
E:
D R
A W
IN
G C
O D
E :
D
ES
IG
N
ED
B
Y:
D R
A W N
B Y :
C H
E C
KE
D B
Y:
IS
S U
E D
AT
E:
D
AT
E:
EN
G
IN
EE
R
AR
C H
IT
EC
T N
AM
E
PR
O
JE
C
T
EN
G
IN
EE
R
A R
C H
IT
EC
T
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
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N
EW
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D
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TR
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T, N
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SHEET
REFERENCE
NUMBER:
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:
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1/5/2012 10:42:24 AM
A m en dm en t 2
Ja n
S-101-B
JG
/A
P
JG
/A P
FY
D O
R M
IT
O
R Y, T H
U
LE
A
FB
G
R
EE
N
LA
N D
FO
U
N D
AT
IO
N P
LA
N
PA
R T
PL
AN
B
1 : 100
01-B/FTG - PART PLAN B
0 50 100 mm
N
TRUE NORTH
WIND
PLAN NORTH
1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DWGS.
3. SEE DRAWING S-501 FOR TYPICAL FOUNDATION DETAILS.
4. B/FTG EL. 97.350 M AND T/PIER EL. 100.580 M FOR ALL BUILDING FOOTINGS. PIER HEIGHT WILL VARY BY THICKNESS OF
FOOTING. SEE FOOTING AND PIER SCHEDULE ON S-002.
5. FOR PORCH FOOTINGS: B/FTG EL. 98.680 M AND T/PIER EL. 100.580 M.
C H
LI
N
E
S-201 1
C ol um n
Li ne
S-201 3
C ol um n
Li ne
S-202 1
C ol um n
Li ne
9S-201 2
C ol um n
Li ne
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W460X60 W360X39 W360X39 W360X39 W360X39 W360X39
W460X60 W360X39 W360X39 W360X39 W360X39 W360X39 W360X39
W360X39
W530X66
W
0X
W
0X
.7 W
0X
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X
W
0X
.7 W
0X
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X
W
0X
W
0X
W
0X
W460X60 W460X60 W460X68 W460X60 W460X60 W460X68 W460X52
W410X53
W
0X
.7
W
0X
W
0X
.8 W
0X
.8
W410X38.8
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
W530X66
W610X82
W
0X
W410X53
K7
K7
K7
K7
K7
K7
K7
K7 30
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
W410X38.8
W310X32.7
K7
K7
K7
K7
355 355
355 355
K7
K7
<45>
<45>
(-64) (-64) (-64) (-64) (-64) (-64)
(-64) (-64) (-64) (-64) (-64) (-64)
(-64)
(-64)
(-64)
(-64)
(-64)(-64)(-64)(-64)(-64)(-64)
(-64)
(-64)
(-64)
(-64)
HSS139.7X139.7X7.9
STAIR POST
HSS139.7X139.7X7.9
STAIR POST
F
F
F
F
F
F
K7
K7
K7
K7
K7
SEE NOTE 16
C250X37
C
0X
.8 C
0X
C250X37
C
0X
C250X37
C
0X 37C250X37
C
0X
.8C
0X
C
0X
.8
C
0X
.8
C250X37C250X37
S-506
TYP
S-506
TYP
S-506
TYP
S-506
TYP
S-504
S-504
S-506
TYP
S-506
TYP
S-506
TYP
S-506
TYP
S-506
TYP
S-505
TYP
1 2 3 4 5 6 7
8 9
C
D
B
E
A
F
D.1
C.1
A.1
P.A
P.B
P.C
P.D
P.1 P.2 P.3 P.4
997 3405 997
3015 7100 7100 7455 7050 7050 7420
B.1
8.1
P.5 P.6
P.7 P.8
P.E
P.F
P.G
P.H
C250X37 C
0X
C250X37
C
0X
S-503
TYP
S-502
W310X38.7
W310X38.7
<25kN> W530x66
MOMENT CONNECTION
RE: TYPICAL DETAILS ON S-502
BEAM END MOMENT (kNM)
AXIAL LOAD (kN)
BEAM SIZE
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
D
AT
E:
SC
A L
E:
D R
A W
IN
G C
O D
E :
D
ES
IG
N
ED
B
Y:
D R
A W N
B Y :
C H
E C
KE
D B
Y:
IS
S U
E D
AT
E:
D
AT
E:
EN
G
IN
EE
R
AR
C H
IT
EC
T N
AM
E
PR
O
JE
C
T
EN
G
IN
EE
R
A R
C H
IT
EC
T
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
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R K
D
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TR
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T, N
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SHEET
REFERENCE
NUMBER:
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1/5/2012 10:42:25 AM
A m en dm en t 2
Ja n
S-102-A
JG
/A
P
JG
/A P
FY
D O
R M
IT
O
R Y, T H
U
LE
A
FB
G
R
EE
N
LA
N D
FI
R
ST
F
LR
F
R
AM
IN
G
PA
R T
PL
AN
A
1 : 100
03-FIRST FLR FRAMING - PART PLAN A
0 50 100 mm
N
TRUE NORTH
WIND
PLAN NORTH
1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS
3. TOP OF FIRST FLOOR STEEL ELEVATION = 101.81 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).
ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.
4. - - - - INDICATES VERTICAL BRACING. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
5. SEE DRAWING S-601 FOR COLUMN SCHEDULE.
6. FD INDICATES FLOOR DRAIN. COORDINATE MECHANICAL OPENINGS, PENETRATIONS, AND CHASES WITH M/E/P
7. TCX DENOTES JOIST TOP CHORD EXTENSION
8. * DENOTES BOTTOM CHORD EXTENSION
9. SEE DRAWING S-502 FOR JOIST LOADING DIAGRAMS. QTY OF JOISTS AS SHOWN ON PLAN IS A MINIMUM. FIELD
COORD FINAL JOIST LOCATIONS. JOIST SPACING NOT TO EXCEED 1 M UNO.
10. NO PENETRATIONS OF STEEL BEAM WEBS PERMITTED WITHOUT APPROVAL OF STRUCTURAL ENGINEER.
11. SEE 1/S-505 FOR GIRT ELEVATION
12. REFER TO ARCHITECTURAL DRAWINGS FOR HATCH LOCATIONS & ADJUST JOIST SPACING (+ - 150MM ) AS REQUIRED.
13. VERIFY T/STL EL (-64) AT BEAMS SUPPORTING JOISTS AS ACTUAL JOIST SEAT DEPTH. COORDINATE W/FABRICATORS AS REQUIRED.
14. HSS 139.7X139.7X7.9 STAIR POST = INDICATES LOCATION OF STAIR LANDING SUPPORT POST. VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR SUPPORT BEAM WITH STAIR REQUIREMENTS.
15. DENOTES SPAN DIRECTION OF 150 MM FLOOR DECK.
16. JOIST SPACING NOT TO EXCEED 700 MM IN MECH. ROOM.
F
1 : 1
FRAMING LEGEND - 1A
C H
LI
N
E
W
0X
W
0X
W
0X
W
0X
W360X39
W360X39 W360X39
W360X39 W360X39 W360X39 W360X39 W360X39 W460X52
W360X39 W360X39 W360X39 W360X39 W460X52
W
0X
.7 W
0X
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X
W
0X
.7 W
0X
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X 52W460X52 W460X60 W460X60 W460X60 W460X68 W460X60 W460X52
W
0X
.8 W
0X
.8
W410X38.8
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
K7
W410X38.8
W310X32.7
K7
K7
K7
K7
K7
K7
300 300
300 300
<30>
<30>
(-64) (-64) (-64) (-64) (-64) (-64) (-64)
(-64) (-64) (-64) (-64) (-64) (-64) (-64)
(-64)
(-64)
(-64)
(-64)(-64)(-64)(-64)(-64)(-64)(-64)
HSS139.7X139.7X7.9
STAIR POST
F
F
F
F
S-506
TYP
S-506
TYP
S-504
S-506
TYP
S-506
TYP
S-506
TYP
10 11 12 13 14 15 16 17
C
D
B
E
A
F
D.1
C.1
6750 6600 6750 7000 6750 3470 3015
B.1
P.9 P.10
P.E
P.F
C250X37
C
0X
C
0X
S-503
TYP
<25kN> W530x66
MOMENT CONNECTION
RE: TYPICAL DETAILS ON S-502
BEAM END MOMENT (kNM)
AXIAL LOAD (kN)
BEAM SIZE
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
D
AT
E:
SC
A L
E:
D R
A W
IN
G C
O D
E :
D
ES
IG
N
ED
B
Y:
D R
A W N
B Y :
C H
E C
KE
D B
Y:
IS
S U
E D
AT
E:
D
AT
E:
EN
G
IN
EE
R
AR
C H
IT
EC
T N
AM
E
PR
O
JE
C
T
EN
G
IN
EE
R
A R
C H
IT
EC
T
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T, N
Y
SHEET
REFERENCE
NUMBER:
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:
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1/5/2012 10:42:26 AM
A m en dm en t 2
Ja n
S-102-B
JG
/A
P
JG
/A P
FY
D O
R M
IT
O
R Y, T H
U
LE
A
FB
G
R
EE
N
LA
N D
FI
R
ST
F
LR
F
R
AM
IN
G
PA
R T
PL
AN
B
1 : 100
03-FIRST FLR FRAMING - PART PLAN B
0 50 100 mm
N
TRUE NORTH
WIND
PLAN NORTH
1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS
3. TOP OF FIRST FLOOR STEEL ELEVATION = 101.81 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).
ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.
4. - - - - INDICATES VERTICAL BRACING. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
5. SEE DRAWING S-601 FOR COLUMN SCHEDULE.
6. FD INDICATES FLOOR DRAIN. COORDINATE MECHANICAL OPENINGS, PENETRATIONS, AND CHASES WITH M/E/P
7. TCX DENOTES JOIST TOP CHORD EXTENSION
8. * DENOTES BOTTOM CHORD EXTENSION
9. SEE DRAWING S-502 FOR JOIST LOADING DIAGRAMS. QTY OF JOISTS AS SHOWN ON PLAN IS A MINIMUM. FIELD
COORD FINAL JOIST LOCATIONS. JOIST SPACING NOT TO EXCEED 1 M UNO.
10. NO PENETRATIONS OF STEEL BEAM WEBS PERMITTED WITHOUT APPROVAL OF STRUCTURAL ENGINEER.
11. SEE 1/S-505 FOR GIRT ELEVATION
12. REFER TO ARCHITECTURAL DRAWINGS FOR HATCH LOCATIONS & ADJUST JOIST SPACING (+ - 150MM ) AS REQUIRED.
13. VERIFY T/STL EL (-64) AT BEAMS SUPPORTING JOISTS AS ACTUAL JOIST SEAT DEPTH. COORDINATE W/FABRICATORS AS REQUIRED.
14. HSS 139.7X139.7X7.9 STAIR POST = INDICATES LOCATION OF STAIR LANDING SUPPORT POST. VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR SUPPORT BEAM WITH STAIR REQUIREMENTS.
15. DENOTES SPAN DIRECTION OF 150 MM FLOOR DECK.
16. JOIST SPACING NOT TO EXCEED 700 MM IN MECH. ROOM.
1 : 1
FRAMING LEGEND - 1B
F
C H
LI
N
E
S-201 1
C ol um n
Li ne
S-201 3
C ol um n
Li ne
S-202 1
C ol um n
Li ne
9S-201 2
C ol um n
Li ne
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W360X39 W360X39 W360X39 W360X39 W360X39 W360X39
W460X52 W460X52 W460X74
W
0X
W360X39 W360X39 W360X39 W360X39 W360X39 W360X39
W460X52 W460X52 W460X74
W460X74
W460X74 W460X52
W460X52 W460X52
W460X52
W
0X
.7 W
0X
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X
W
0X
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W460X52
W530X66
W610X92
W
0X
W
0X
W
0X
W530X72
W
0X
.3
W
0X
.3
W360X39
W
0X
.3W360X39
W360X39
W360X39
W460X52
W460X52
W410X38.8
W360X39
W
0X
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7 W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7 W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.5
W
0X
.5
W
0X
W
0X
W
0X
W
0X
W
0X
.7 W
0X
W
0X
.7
W360X39
458 458<20> 458 458<20>
458 458<20>458 458<20>
C250X37
C250X37
(-1740)
(-1740)
HSS139.7X139.7X7.9
STAIR POST
HSS139.7X139.7X7.9
STAIR POST
F
F
F
F
F
S-507
TYP
S-507
TYP
S-507
TYP
S-504
S-505
TYP
S-505
TYP
TYP
S-507
TYP
S-507
S-504
1 2 3 4 5 6 7 8 9
C
D
B
E
A
F
D.1
C.1
A.1
B.1
8.1
3015 7100 7100 7455 7050 7050 7420 2955 4925
S-503
TYP
S-503
TYP
2 2
2 2
R O
O F
PU
R
LI
N
ROOF TRUSSES -
SEE NOTE 9
<25kN> W530x66
MOMENT CONNECTION
RE: TYPICAL DETAILS ON S-502
BEAM END MOMENT (kNM)
AXIAL LOAD (kN)
BEAM SIZE
WEB DOUBLE PLATE REQUIRED
SEE TABLE ON S-502
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
D
AT
E:
SC
A L
E:
D R
A W
IN
G C
O D
E :
D
ES
IG
N
ED
B
Y:
D R
A W N
B Y :
C H
E C
KE
D B
Y:
IS
S U
E D
AT
E:
D
AT
E:
EN
G
IN
EE
R
AR
C H
IT
EC
T N
AM
E
PR
O
JE
C
T
EN
G
IN
EE
R
A R
C H
IT
EC
T
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T, N
Y
SHEET
REFERENCE
NUMBER:
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:
FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\STRUCT_FY12_THULE_DORM_OCT 2011.rvt
1/5/2012 10:42:27 AM
A m en dm en t 2
Ja n
S-103-A
JG
/A
P
JG
/A P
FY
D O
R M
IT
O
R Y, T H
U
LE
A
FB
G
R
EE
N
LA
N D
SE
C
O N
D F
LR
F
R
AM
IN
G
PA
R T
PL
AN
A
1 : 100
04-SECOND FLR FRAMING - PART PLAN A
0 50 100 mm
N
TRUE NORTH
WIND
PLAN NORTH
1. SEE DRAWING 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 = 105.670 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).
ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.
4. - - - - INDICATES VERTICAL BRACING. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
5. SEE DRAWING S-601 FOR COLUMN SCHEDULE.
6. SEE 1/2-505 FOR GIRT ELEVATION.
7. HSS 139.7X139.7X7.9 STAIR POST = INDICATES LOCATION OF STAIR LANDING SUPPORT POST. VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR SUPPORT BEAM WITH STAIR REQUIREMENTS.
VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR
SUPPORT BEAM WITH STAIR REQUIREMENTS.
8. BEAMS ARE EQUALLY SPACED UNO.
9. PRE-MANUFACTURED LIGHT GAGE METAL TRUSSES SPACED @ 1000 MM OC MAX UNO.
1 : 1
FRAMING LEGEND - 2A
C H
LI
N
E
S-202 1
C ol um n
Li ne
S-202 2
C ol um n
Li ne
S-202 3
C ol um n
Li ne
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
.3
W360X39 W360X39 W360X39 W360X39 W360X39 W360X39 W360X39
W360X39 W360X39 W360X39 W360X39 W360X39 W360X39 W360X39
W460X52 W460X52 W460X52 W460X74
W460X52 W460X52 W460X52 W460X74
W460X74
W460X74
W460X52 W460X52
W460X52 W460X52
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X
.7 W
0X
.7
W
0X
W360X39
W
0X
W360X39
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W360X39
458 458<20> 458 458<20>
458 458<20>458 458<20>
C250X37 (-1740)
HSS139.7X139.7X7.9
STAIR POST
F
F
F
F
S-504
S-507
TYP
S-507
TYP
S-505
TYP
TYP
S-507
TYP
S-507
S-505
TYP
9 10 11 12 13 14 15 16 17
C
D
B
E
A
F
D.1
C.1
6750 6600 6750 7000 6750 3470 30154200
B.1
S-503
TYP
S-503
TYP
2 2
2 2
R O
O F
PU
R
LI
N
W360X39
W
0X
ROOF TRUSSES -
SEE NOTE 9
<25kN> W530x66
MOMENT CONNECTION
RE: TYPICAL DETAILS ON S-502
BEAM END MOMENT (kNM)
AXIAL LOAD (kN)
BEAM SIZE
WEB DOUBLE PLATE REQUIRED
SEE TABLE ON S-502
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
D
AT
E:
SC
A L
E:
D R
A W
IN
G C
O D
E :
D
ES
IG
N
ED
B
Y:
D R
A W N
B Y :
C H
E C
KE
D B
Y:
IS
S U
E D
AT
E:
D
AT
E:
EN
G
IN
EE
R
AR
C H
IT
EC
T N
AM
E
PR
O
JE
C
T
EN
G
IN
EE
R
A R
C H
IT
EC
T
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T, N
Y
SHEET
REFERENCE
NUMBER:
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:
FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\STRUCT_FY12_THULE_DORM_OCT 2011.rvt
1/5/2012 10:42:28 AM
A m en dm en t 2
Ja n
S-103-B
JG
/A
P
JG
/A P
FY
D O
R M
IT
O
R Y, T H
U
LE
A
FB
G
R
EE
N
LA
N D
SE
C
O N
D F
LR
F
R
AM
IN
G
PA
R T
PL
AN
B
1 : 100
04-SECOND FLR FRAMING - PART PLAN B
0 50 100 mm
N
TRUE NORTH
WIND
PLAN NORTH
1. SEE DRAWING 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 = 105.670 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).
ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.
4. - - - - INDICATES VERTICAL BRACING. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
5. SEE DRAWING S-601 FOR COLUMN SCHEDULE.
6. SEE 1/2-505 FOR GIRT ELEVATION.
7. HSS 139.7X139.7X7.9 STAIR POST = INDICATES LOCATION OF STAIR LANDING SUPPORT POST. VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR SUPPORT BEAM WITH STAIR REQUIREMENTS.
VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR
SUPPORT BEAM WITH STAIR REQUIREMENTS.
8. BEAMS ARE EQUALLY SPACED UNO.
9. PRE-MANUFACTURED LIGHT GAGE METAL TRUSSES SPACED @ 1000 MM OC MAX UNO.
1 : 1
FRAMING LEGEND - 2B
C H
LI
N
E
S-201 1
C ol um n
Li ne
S-201 3
C ol um n
Li ne
S-202 1
C ol um n
Li ne
9S-201 2
C ol um n
Li ne
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W360X39 W360X39 W360X39 W360X39 W360X39 W360X39
W460X52 W460X52 W460X74
W
0X
W360X39 W360X39 W360X39 W360X39 W360X39 W360X39
W460X52 W460X52 W460X74
W460X74
W460X74 W460X52
W460X52 W460X52
W460X52
W
0X
W410X46.1
W530X66
W610X82
W
0X
W
0X
W
0X
W530X72
W
0X
.3
W
0X
.3
W360X39
W
0X
.3W360X39
W360X39
W360X39
W
0X
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7 W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7 W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.5
W
0X
.5
W
0X
W
0X
W
0X
.7 W
0X
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
W360X39
458 458<30> 458 458<30>
458 458<30> 458 458<30>
C250X37
C250X37 (-1740)
(-1740)
F
F
F
F
F
S-507
TYP
S-507
TYP
S-507
TYP
S-505
TYP
S-505
TYP
TYP
S-507
TYP
S-507
1 2 3 4 5 6 7 8 9
C
D
B
E
A
F
D.1
C.1
A.1
8.1
3015 7100 7100 7455 7050 7050 7420 2955 4925
S-503
TYP
S-503
TYP
2 2
3 3
<25kN> W530x66
MOMENT CONNECTION
RE: TYPICAL DETAILS ON S-502
BEAM END MOMENT (kNM)
AXIAL LOAD (kN)
BEAM SIZE
WEB DOUBLE PLATE REQUIRED
SEE TABLE ON S-502
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
D
AT
E:
SC
A L
E:
D R
A W
IN
G C
O D
E :
D
ES
IG
N
ED
B
Y:
D R
A W N
B Y :
C H
E C
KE
D B
Y:
IS
S U
E D
AT
E:
D
AT
E:
EN
G
IN
EE
R
AR
C H
IT
EC
T N
AM
E
PR
O
JE
C
T
EN
G
IN
EE
R
A R
C H
IT
EC
T
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T, N
Y
SHEET
REFERENCE
NUMBER:
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:
FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\STRUCT_FY12_THULE_DORM_OCT 2011.rvt
1/5/2012 10:42:29 AM
A m en dm en t 2
Ja n
S-104-A
JG
/A
P
JG
/A P
FY
D O
R M
IT
O
R Y, T H
U
LE
A
FB
G
R
EE
N
LA
N D
TH
IR
D F
LR
F
R
AM
IN
G
PA
R T
PL
AN
A
1 : 100
05-THIRD FLR FRAMING - PART PLAN A
0 50 100 mm
N
TRUE NORTH
WIND
PLAN NORTH
1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS
3. TOP OF THIRD FLOOR STEEL ELEVATION = 109.530 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).
ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.
4. - - - - INDICATES VERTICAL BRACING. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
5. SEE DRAWING S-601 FOR COLUMN SCHEDULE.
6. SEE 1/2-505 FOR GIRT ELEVATION.
7. VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR SUPPORT BEAM WITH STAIR REQUIREMENTS.
8. BEAMS ARE EQUALLY SPACED UNO.
1 : 1
FRAMING LEGEND - 3A
C H
LI
N
E
S-202 1
C ol um n
Li ne
S-202 2
C ol um n
Li ne
S-202 3
C ol um n
Li ne
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
.3
W360X39 W360X39 W360X39 W360X39 W360X39 W360X39 W360X39
W360X39 W360X39 W360X39 W360X39 W360X39 W360X39 W360X39
W460X52 W460X52 W460X52 W460X74
W460X52 W460X52 W460X52 W460X74
W460X74
W460X74
W460X52 W460X52
W460X52 W460X52
W
0X
W
0X
.7
W360X39
W
0X
W360X39
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7
W
0X
W
0X
W
0X
.7
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W
0X
W
0X
.7 W
0X
W
0X
.7
W
0X
W
0X
.7
W
0X
.7 W
0X
W
0X
.7
W360X39
458 458<30>
458 458<30> 458 458<30>
458 458<30>
(-1740) C250X37
F
F
F
F
S-504
S-507
TYP
S-507
TYP
S-505
TYP
TYP
S-507
TYP
S-507
S-505
TYP
9 10 11 12 13 14 15 16 17
C
D
B
E
A
F
D.1
C.1
6750 6600 6750 7000 6750 3470 30154200
S-503
TYP
S-503
TYP
2 2
2 2
<25kN> W530x66
MOMENT CONNECTION
RE: TYPICAL DETAILS ON S-502
BEAM END MOMENT (kNM)
AXIAL LOAD (kN)
BEAM SIZE
WEB DOUBLE PLATE REQUIRED
SEE TABLE ON S-502
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
D
AT
E:
SC
A L
E:
D R
A W
IN
G C
O D
E :
D
ES
IG
N
ED
B
Y:
D R
A W N
B Y :
C H
E C
KE
D B
Y:
IS
S U
E D
AT
E:
D
AT
E:
EN
G
IN
EE
R
AR
C H
IT
EC
T N
AM
E
PR
O
JE
C
T
EN
G
IN
EE
R
A R
C H
IT
EC
T
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T, N
Y
SHEET
REFERENCE
NUMBER:
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:
FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\STRUCT_FY12_THULE_DORM_OCT 2011.rvt
1/5/2012 10:42:29 AM
A m en dm en t 2
Ja n
S-104-B
JG
/A
P
JG
/A P
FY
D O
R M
IT
O
R Y, T H
U
LE
A
FB
G
R
EE
N
LA
N D
TH
IR
D F
LR
F
R
AM
IN
G
PA
R T
PL
AN
B
1 : 100
05-THIRD FLR FRAMING - PART PLAN B
0 50 100 mm
N
TRUE NORTH
WIND
PLAN NORTH
1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS
3. TOP OF THIRD FLOOR STEEL ELEVATION = 109.530 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).
ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.
4. - - - - INDICATES VERTICAL BRACING. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
5. SEE DRAWING S-601 FOR COLUMN SCHEDULE.
6. SEE 1/2-505 FOR GIRT ELEVATION.
7. VERIFY FINAL ELEVATION OF LANDING SUPPORT FRAMING WITH THE STAIR SUPPLIER. COORDINATE LOCATION OF INTERIOR SUPPORT BEAM WITH STAIR REQUIREMENTS.
8. BEAMS ARE EQUALLY SPACED UNO.
1 : 1
FRAMING LEGEND - 3B
C H
LI
N
E
S-201 1
C ol um n
Li ne
S-201 3
C ol um n
Li ne
S-202 1
C ol um n
Li ne
9S-201 2
C ol um n
Li ne
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W360X39 W360X39 W360X39 W360X39 W360X39 W360X39 W360X39 W360X39
W
0X
.3
W360X39
W
0X
.3
W
0X
.3W360X39
W360X39 W360X39 W360X39 W360X39 W360X39 W360X39
W360X39
W360X39
W
0X
W410X38.8
W410X38.8
W
0X
.7
W310X38.7
W
0X
.7
W310X38.7
W
0X
.7
W410X75
W310X38.7
W
0X
.7 W
0X
.7
W310X38.7
W
0X
.7 W
0X
.7
W410X75
W
0X
.7
W410X75 W310X38.7
W410X75 W310X38.7
W
0X
.7
W
0X
.7
W
0X
.7 W
0X
.7
W
0X
.7 W
0X
.7
W310X38.7
W310X38.7
W
0X
.7
W
0X
W
0X
W310X38.7
W310X38.7
W
0X
.7
W310X38.7
W310X38.7
416 416<25> 416 416<25>
416 416<25> 416 416<25>
RIDGE RIDGE
RIDGE
RIDGE
ROOF PURLINROOF PURLIN ROOF PURLIN
ROOF PURLINROOF PURLIN ROOF PURLIN
ROOF PURLINROOF PURLIN ROOF PURLIN
ROOF PURLINROOF PURLIN ROOF PURLIN
ROOF PURLINROOF PURLIN ROOF PURLIN
ROOF PURLINROOF PURLIN ROOF PURLIN
ROOF PURLIN
ROOF PURLIN
ROOF PURLIN
ROOF PURLIN
ROOF PURLIN
ROOF PURLIN
ROOF PURLIN
ROOF PURLIN
S-507
TYP
S-507
TYP
S-507
TYP
S-507
TYP
S-507
TYP
S-505
TYP
S-507
TYP
S-507
TYP
1 2 3 4 5 6 7 8 9
C
D
B
E
A
F
D.1
C.1
A.1
8.1
3015 7100 7100 7455 7050 7050 7420 2955 4925
S-503
TYP
S-503
TYP
1 1
2 2
<25kN> W530x66
MOMENT CONNECTION
RE: TYPICAL DETAILS ON S-502
BEAM END MOMENT (kNM)
AXIAL LOAD (kN)
BEAM SIZE
WEB DOUBLE PLATE REQUIRED
SEE TABLE ON S-502
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
D
AT
E:
SC
A L
E:
D R
A W
IN
G C
O D
E :
D
ES
IG
N
ED
B
Y:
D R
A W N
B Y :
C H
E C
KE
D B
Y:
IS
S U
E D
AT
E:
D
AT
E:
EN
G
IN
EE
R
AR
C H
IT
EC
T N
AM
E
PR
O
JE
C
T
EN
G
IN
EE
R
A R
C H
IT
EC
T
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T, N
Y
SHEET
REFERENCE
NUMBER:
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:
FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\STRUCT_FY12_THULE_DORM_OCT 2011.rvt
1/5/2012 10:42:30 AM
A m en dm en t 2
Ja n
S-105-A
JG
/A
P
JG
/A P
FY
D O
R M
IT
O
R Y, T H
U
LE
A
FB
G
R
EE
N
LA
N D
R O
O F
FR
AM
IN
G
PA
R T
PL
AN
A
1 : 100
06-ROOF FRAMING - PART PLAN A
0 50 100 mm
N
TRUE NORTH
WIND
PLAN NORTH
9. ROOF TRUSS MANUFACTURER WILL FURNISH SUPPORT FRAMING PLAN FOR ROOF PANELS. CONTRACTOR IS TO
COORDINATE ANY STICK FRAMING REQUIREMENTS WITH THE CONTRACTING OFFICER.
10. ROOF PURLINS INDICATED ON PLANS ARE A MINIMUM. COORDINATE WITH ARCHITECTURAL SECIONS FOR DEPTH RESTRICTIONS. COORDINATE WITH ROOF PANEL MANUFACTURER FOR SPACING REQUIREMENTS BASED ON PANEL
CAPACITY.
11. SEE ARCHITECTURAL DRAWINGS FOR TRUSS SLOPE AND PROFILE.
1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS
3. TRUSS BEARING = TOP OF ROOF STEEL ELEVATION = 113.43 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).
ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.
4. - - - - INDICATES VERTICAL BRACING. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
5. SEE DRAWING S-601 FOR COLUMN SCHEDULE.
6. SEE 1/2-505 FOR GIRT ELEVATION.
7. ROOF TRUSSES ARE PRE-MANUFACTURED LIGHT GAGE METAL TRUSSES SPACED AT 1200 MM O.C. MAX.
8. DESIGN ROOF TRUSSES WITH FOUR (4) BEARING POINTS AS INDICATED ON DWG
1 : 1
FRAMING LEGEND - ROOF A
C H
LI
N
E
S-202 1
C ol um n
Li ne
S-202 2
C ol um n
Li ne
S-202 3
C ol um n
Li ne
W
0X
W
0X
W
0X
W
0X
W
0X
W
0X
W360X39
W360X39
W
0X
.3
W360X39 W360X39 W360X39 W360X39 W360X39 W360X39
W360X39 W360X39 W360X39 W360X39 W360X39 W360X39 W360X39
W
0X
W410X38.8
W410X38.8
W
0X
.7
W
0X
W
0X
.7
W310X38.7
W
0X
.7 W
0X
.7
W310X38.7
W
0X
.7
W310X38.7 W310X38.7 W410X75
W310X38.7 W310X38.7 W410X75
W410X75 W310X38.7 W310X38.7
W410X75 W310X38.7 W310X38.7
W
0X
.7 W
0X
.7
W
0X
.7
W
0X
.7 W
0X
.7
W
0X
.7
W
0X
.7
W
0X
.7 W
0X
.7
W
0X
.7
W
0X
.7 W
0X
.7
W
0X
.7
416 416<25> 416 416<25>
416 416<25>416 416<25>
ROOF PURLINROOF PURLIN
ROOF PURLINROOF PURLIN ROOF PURLIN
ROOF PURLINROOF PURLIN ROOF PURLIN
ROOF PURLINROOF PURLIN ROOF PURLIN
ROOF PURLINROOF PURLIN ROOF PURLIN
ROOF PURLINROOF PURLIN ROOF PURLIN
S-507
TYP
S-507
TYP
S-507
TYP
S-507
TYP
S-507
TYP
S-507
TYP
S-505
TYP
S-505
TYP
9 10 11 12 13 14 15 16 17
C
D
B
E
A
F
D.1
C.1
4200 6750 6600 6750 7000 6750 3470 3015
S-503
TYP
S-503
TYP
2 2
1 1
<25kN> W530x66
MOMENT CONNECTION
RE: TYPICAL DETAILS ON S-502
BEAM END MOMENT (kNM)
AXIAL LOAD (kN)
BEAM SIZE
WEB DOUBLE PLATE REQUIRED
SEE TABLE ON S-502
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
D
AT
E:
SC
A L
E:
D R
A W
IN
G C
O D
E :
D
ES
IG
N
ED
B
Y:
D R
A W N
B Y :
C H
E C
KE
D B
Y:
IS
S U
E D
AT
E:
D
AT
E:
EN
G
IN
EE
R
AR
C H
IT
EC
T N
AM
E
PR
O
JE
C
T
EN
G
IN
EE
R
A R
C H
IT
EC
T
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T, N
Y
SHEET
REFERENCE
NUMBER:
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:
FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\STRUCT_FY12_THULE_DORM_OCT 2011.rvt
1/5/2012 10:42:31 AM
A m en dm en t 2
Ja n
S-105-B
JG
/A
P
JG
/A P
FY
D O
R M
IT
O
R Y, T H
U
LE
A
FB
G
R
EE
N
LA
N D
R O
O F
FR
AM
IN
G
PA
R T
PL
AN
B
1 : 100
06-ROOF FRAMING - PART PLAN B
0 50 100 mm
N
TRUE NORTH
WIND
PLAN NORTH
9. ROOF TRUSS MANUFACTURER WILL FURNISH SUPPORT FRAMING PLAN FOR ROOF PANELS. CONTRACTOR IS TO
COORDINATE ANY STICK FRAMING REQUIREMENTS WITH THE CONTRACTING OFFICER.
10. ROOF PURLINS INDICATED ON PLANS ARE A MINIMUM. COORDINATE WITH ARCHITECTURAL SECIONS FOR DEPTH RESTRICTIONS. COORDINATE WITH ROOF PANEL MANUFACTURER FOR SPACING REQUIREMENTS BASED ON PANEL
CAPACITY.
11. SEE ARCHITECTURAL DRAWINGS FOR TRUSS SLOPE AND PROFILE.
1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS
3. TRUSS BEARING = TOP OF ROOF STEEL ELEVATION = 113.43 M = DATUM ELEVATION = 0.0 UNLESS NOTED OTHERWISE THUS (+-).
ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION IN MILLIMETERS.
4. - - - - INDICATES VERTICAL BRACING. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
5. SEE DRAWING S-601 FOR COLUMN SCHEDULE.
6. SEE 1/2-505 FOR GIRT ELEVATION.
7. ROOF TRUSSES ARE PRE-MANUFACTURED LIGHT GAGE METAL TRUSSES SPACED AT 1200 MM O.C. MAX.
8. DESIGN ROOF TRUSSES WITH FOUR (4) BEARING POINTS AS INDICATED ON DWG
1 : 1
FRAMING LEGEND - ROOF B
B/FTG
T/EXC
FIN.GRADE
EL = RE: PLAN
EL = RE: CIVIL
EL = RE: CIVIL
18001100 1100
(T
YP
T/PIER
EL = RE: PLAN
VA
R
IE
S
SHORT DIRECTION
LONG DIRECTION
REINFORCING
REINFORCING
COLUMN BASE
BLOCK OUT
COLUMN BASE
BLOCK OUT
S-501
TYP
S-501
TYP
CLCL
B/FTG
T/EXC
FIN.GRADE
EL = RE: PLAN
EL = RE: CIVIL
EL = RE: CIVIL
C
12001400
(T
YP
T/PIER
EL = RE: PLAN
VA
R
IE
S
SHORT
REINFORCING
LONG
DIRECTIONREINFORCING
L CL
DIRECTION
S-501
TYP
S-501
TYP
(8) #25 DOWELS
VERT INTO FTG
#13 TIES @
550 MM DIA. CORRUGATED
PIPE, BLOCK OUT
FOR COL BASE
200 MM O.C.
RE: 7/S-501 AND 3/S-601
FOR ADDL INFO
465 465
CL
LC
500 50
CAST-IN-PLACE
CONCRETE
U-FORMED BARS: SIZE,
PRE-CAST
CONCRETE
RE: FOOTING SCHEDULE
REINFORCEMENT T&B
QUANTITY, & SPACING TO
MATCH FTG REINF. LAP W/
FOOTING PAD
PRE-CAST
CONCRETE
FOOTING PAD
T&B REINF TO MATCH FTG REINF
SIZE & SPACING W/ (2) MIN T&B
TYP
FTG REINF PER SCHEDULE
ON S-002
RE: NOTE 1
LIFTING ANCHOR
PLUG
RECESSED
1. INSTALL ONE P-52 SWIFT LIFT ANCHOR (45 kN, OR BETTER)
NOTE:
AND SWIFT LIFT RECESSED PLUG PER TOP CORNER OF FOOTING
(AS SHOWN). EACH FOOTING AND PIER UNIT SHALL HAVE 4
TOTAL LIFTING ANCHORS. INSTALL PER MANUFACTURER'S
RECOMMENDATION.
B/FTG
T/EXC
FIN GRADE
T/PIER
50MM RIGID INSULATION
W/METAL JACKET (EXTEND
200MM BELOW FIN GRADE, MIN)
(2) 50MM LAYERS OF 275 kPa POLYSTYRENE
CLOSED CELL INSULATION, OVERLAPPED
NOTES:
1. RE: FOOTING SCHEDULE
SHEET S-002 FOR SIZE &
REINF RE: PLAN FOR LOCATION.
2. RE: 1/S-601 FOR COL
BASE PLATE DETAIL.
VA
R
IE
S
EQUAL
L (x W)
T
EL = RE: PLAN
EL = RE: CIVIL
EL = RE: CIVIL
EL = RE: PLAN
CL
EQUAL
3000 (MIN.)
3. MAINTAIN A 1000MM MIN CLEAR
AIR SPACE BETWEEN FIN GRADE
AND BOTTOM OF BUILDING.
(RE: S-101 FOR EXTENT OF INSULATION)
GRADE SURFACE TO PROVIDE
SURFACE WATER DRAINAGE AWAY
FROM FOOTING
GEOTEXTILE FILTER
FABRIC
T
YP
TY
P
EXCAVATION LIMITS
(SLOPE AS REQD FOR
SAFETY OF OPERATIONS)
VA
R
IE
S
COLUMN BASE
BLOCK OUT
NON-FROST
SUSCEPTIBLE (NFS)
FILL PER SPEC
RE: ARCH FOR FOUNDATION
INSULATION DETAILS
S-501
TYP
10MM NEOPRENE
B/BPL
T/PIER
COL, B P & BOLTSL
SEE PLAN & SCHEDULE
NON-SHRINK GROUT
PRE-CAST CONCRETE PIER
M
IN
CL
GROUT BLOCK-OUT
SOLID AFTER BASE IS SET
TYP @
EA BOLT
COL
EL RE: COL SCHEDULE
EL RE: PLAN
8 TYP @
EA FLANGE
T&B
310x30x320
30MM THICK PLATE
SIZE TO MATCH
COL B PL
W310x60
8TYP
T&B
RE: S-501
STEEL PLATE
US Army Corps of Engineers New York District
SY
M
BO
L
R
EV
IS
IO
N D
ES
C
R
IP
TI
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AT
E
AP
PR
D
AT
E:
SC
A L
E:
D R
A W
IN
G C
O D
E :
D
ES
IG
N
ED
B
Y:
D R
A W N
B Y :
C H
E C
KE
D B
Y:
IS
S U
E D
AT
E:
D
AT
E:
EN
G
IN
EE
R
AR
C H
IT
EC
T N
AM
E
PR
O
JE
C
T
EN
G
IN
EE
R
A R
C H
IT
EC
T
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T, N
Y
SHEET
REFERENCE
NUMBER:
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:
FILE PATH: S:\Projects\Thule_AB\FY12_Dormitory\Con_Docs\BIM_Models\Structural\STRUCT_FY12_THULE_DORM_OCT 2011.rvt
1/5/2012 10:42:34 AM
A m en dm en t 2
Ja n
S-501
JG
/A
P/
BP
BP
FY
D
O R
M
IT
O R
Y, T
H U
LE
A
FB
G R
EE
N
LA
N
D
FO
U
N D
AT
IO
N D
ET
AI
LS
NTS
TYPE F7 COMBINED FOOTING DETAIL
NTS
TYPE F6 COMBINED DETAIL
NTS
PIER P1 SECTION(@BLDG)
NTS
OPTIONAL FOOTING SPLICE DETAIL
4 NTS
TYPICAL LIFTING EYE
NTS
TYP FOOTING DETAIL
NTS
COLUMN BASE DETAIL
EP-502
DRYER
CIRCUIT
(TYP)
KITCHEN HOOD
CIRCUIT
(TYP)
RD1 RH1
NOTE 1
(TYP)
NOTE 1
(TYP)
RD1
RH1
CD1
CD1
CH1
CH1
CD1
CD1
FROM RESPECTIVE
DRYER CIRCUIT
FROM RESPECTIVE
HOOD CIRCUIT
L
L
L
L
L
CH1
CH1
R1
CD2
CD1
L
L
L
L
CH2
CH2
R2
120 VAC
FROM PANEL H-1
120 VAC
FROM PANEL H-1
FIRST FLR, ZONE 1 FIRST FLR, ZONE 2
CD3
CD3
L
L
L
L
CH3
CH3
R2
120 VAC
FROM PANEL H-1
FIRST FLR, ZONE 3
CD4
CD4
L
L
L
L
CH4
CH4
R2
120 VAC
FROM PANEL H-1
FIRST FLR, ZONE 4
CD1
CD1
L
L
L
L
CH1
CH1
R1
CD2
CD1
L
L
L
L
CH2
CH2
R2
120 VAC
FROM PANEL H-2
120 VAC
FROM PANEL H-2
SECOND FLR, ZONE 1 SECOND FLR, ZONE 1
CD3
CD3
L
L
L
L
CH3
CH3
R2
120 VAC
FROM PANEL H-2
SECOND FLR, ZONE 1
CD4
CD4
L
L
L
L
CH4
CH4
R2
120 VAC
FROM PANEL H-2
SECOND FLR, ZONE 1
CD1
CD1
L
L
L
L
CH1
CH1
R1
CD2
CD1
L
L
L
L
CH2
CH2
R2
120 VAC
FROM PANEL H-3
120 VAC
FROM PANEL H-3
THIRD FLR, ZONE 1 THIRD FLR, ZONE 1
CD3
CD3
L
L
L
L
CH3
CH3
R2
120 VAC
FROM PANEL H-3
THIRD FLR, ZONE 1
CD4
CD4
L
L
L
L
CH4
CH4
R2
120 VAC
FROM PANEL H-3
THIRD FLR, ZONE 1
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
E L E
C T
R
IC
A L D
E T
A
IL
S
DETAIL 1A: DRYER AND KITHCEN HOOD HVAC RELAY CONTROL SCHEMATIC
LEGEND:
RELAY TO BE ENERGIZED BY DRYER CIRCUIT.
NUMBER INDICATES ZONE NO. (1,2,3, OR 4)
RELAY TO BE ENERGIZED BY KITCHEN HOOD
CIRCUIT.
NUMBER INDICATES ZONE NO. (1,2,3, OR 4)
CONTACT (N.O.) CONTROLLED BY ASSOCIATED
DRYER CIRCUIT.
NUMBER INDICATES ZONE NO. (1,2,3, OR 4)
CONTACT (N.O.) CONTROLLED BY ASSOCIATED
KITCHEN HOOD CIRCUIT.
NUMBER INDICATES ZONE NO. (1,2,3, OR 4)
LED INDICATING LIGHT ON RELAY PANEL
NOTE:
1. DEVICE RELAY TO BE INSTALLED WITH THE CONTROLLED EQUIPMENT.
2. PROVIDE RELAY PANEL FOR EACH ZONE SERVICED. SEE DIAGRAM FOR ZONAL DIVISIONS.
3. CONTROL RELAY FOR EACH ZONE SHALL SEND SIGNAL BACK TO AHU PANEL ON THE
RESPECTIVE FLOOR FOR CONTROL SEQUENCING.
4. REFER TO MECH DWG FOR SEQUENCE OF OPERATION AND CONTROL STRATEGY, AS WELL
AS FURTHER INFORMATION ON ZONE DEFINITION.
N
TRUE NORTH
WIND
PLAN NORTH
ZONE 2 ZONE 4
ZONE 3ZONE 1
COMMON AREA & LAUNDRY
ZONE 3
FRONT
OF BLDG
DETAIL 1B: DRYER/THCEN HOOD RELAY CONTROL LEGEND
H
SYSTEM
SILENCE
SWITCH
120 VAC
FROM PANEL H-1
HATCH DOOR SWITCH
RELAY WITH 120 VAC COIL,
1 N.O. CONTACT & 1 N.C. CONTACT.
MOUNTED IN ELETRICAL OR
MECHANICAL ROOM
DETAIL 2: HATCH ACCESS DETECTION DETAIL
HORN
(TO BE LOCATED IN MECH ROOM)
NOTE:
1. PROVIDE RELAY (DOOR SWITCH) SWITCH FOR ALL HATCHES. SEE ARCH PLANS FOR HATCH LOCATIONS.
SEE
SCHEMATIC
THIS SHEET
SEE
SCHEMATIC
THIS SHEET
RELAY SIGNAL TO
AHU 1 CONTROLLER
FOR ZONE 1
RELAY SIGNAL TO
AHU 1 CONTROLLER
FOR ZONE 2
RELAY SIGNAL TO
AHU 1 CONTROLLER
FOR ZONE 3
RELAY SIGNAL TO
AHU 1 CONTROLLER
FOR ZONE 4
RELAY SIGNAL TO
AHU 2 CONTROLLER
FOR ZONE 1
RELAY SIGNAL TO
AHU 2 CONTROLLER
FOR ZONE 2
RELAY SIGNAL TO
AHU 2 CONTROLLER
FOR ZONE 3
RELAY SIGNAL TO
AHU 2 CONTROLLER
FOR ZONE 4
RELAY SIGNAL TO
AHU 3 CONTROLLER
FOR ZONE 1
RELAY SIGNAL TO
AHU 3 CONTROLLER
FOR ZONE 2
RELAY SIGNAL TO
AHU 3 CONTROLLER
FOR ZONE 3
RELAY SIGNAL TO
AHU 3 CONTROLLER
FOR ZONE 4
SEE NOTE 2
(TYPICAL)
R
E V
IS
IO
N O
F D
E T
A
IL
S A
N D N
O T
E S
/J
A N /2
A .C
NOTE:
1. THIS DRAWING INTENDS TO SHOW RELAY CONNECTION ASSOCIATING WITH KITCHEN HOOD AND DRYER INSTALLATION TO FACILIATE
CONTROL BY THE AHU CONTROLLERS. REFER TO DETAIL 1B THIS SHEET FOR LEGEND, NOTES AND ADDITIONAL DETAILS.
2. SEE MECH DWG FOR AHU CONTROLLERS INPUT AND CONTROL DIAGRAMS FOR DDC CONTROL LOGIC AND SEQUENCE OF OPERATIONS.
3. ALL KITCHEN HOODS SHALL BE PROVIDED WITH MOTORIZED DAMPERS. WHILE NOT NECESSARILY SHOWN IN THE DRAWING, CONTRACTOR SHALL PROVIDE POWER TO THESE DAMPER CIRCUITS. OPERATION OF THE DAMPERS SHALL BE INTERLOCKED
IN OPERATION OF THE HOOD SYSTEM, SUCH THAT THE HOOD EXHAUST FAN WILL BE OPERATIONAL ONLY WHEN THE AIR DAMPER
IS IN FULL OPEN POSITION. WHEN THE HOOD SYSTEM IS OFF, THE DAMPER SHALL RETURN TO CLOSED POSITION. PROVIDE TAG
ON KITCHEN HOOD UNITS TO INDICATE "HOOD FAN WILL TURN ON AFTER MOTORIZED DAMPER IS FULLY OPEN".
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
US Army Corps of Engineers
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF XXX
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
I
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
M M
P l o t a t e
New York District
SHEET
REFERENCE
NUMBER
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
N E
W Y
O R
K D
IS
T R
IC
T
N Y
F Y D
O R
M
IT
O R
Y T
H U
L E A
F B
G R
E E
N L
A
ET-505
E
L E
C O
M M
U N
C
IA
T
IO
N D
E T
A
IL
OUTLET TYPE
L
E
P
H
O
N
E
OUTLET TYPE
SINGLE-GANG
FACEPLATES
CAT 6
WHITE
RJ45
JACK
(TYP)
WEATHERPROOF
PHONE
ENCLOSURE
WITH WALL
OUTLET
TYPE W
PRE-
PRINTED
OUTLET
IDENTIFIER
(TYPICAL)
SEE
NOTE 3
(TYP)
OUTLET TYPE
VOICE
METAL 1-PORT
FACEPLATE
METAL STUD
FOR WALL
MOUNTED
EQUIPMENT
1 TYP
DRAWING NOTES
GENERAL NOTES
LABEL IN
ACCORDANCE
WITH TIA/EIA
606-A
(TYP)
WHITE PLASTIC
4-PORT DOUBLE-
GANG FACEPLATE
BLANK
VOIP
CATV
DATA
1. FOR ELECTRICAL NOTES, ABBREVIATIONS, AND
SYMBOLS REFER TO DRAWING E-001.
2. OUTLET STYLES SHOWN ON THIS SHEET ARE
ILLUSTRATIONS ONLY. ACTUAL STYLE OF OUTLETS MAY
VARY. SEE KEY NOTE 8 BELOW.
3. ALL RJ-45 JACKS OR PORTS SHALL BE 8-PIN MODULAR,
WIRED TO T-568A. COORIDNATE WITH THULE BCE AND
BASE POLICY.
SIPR
OUTLET TYPE
3"
S W WP
INCOMING SINGLEMODE
FIBER OPTIC CABLE
(LX5 CONNECTOR)
POWER
1 2 3 4 5 6 7 8
1 TELECOM JACKS DETAILS
CAT 6 RJ45
COLOR: RED
CAT 6 CABLES
TO NETWORK
PATCH PANELS
IN SERVER ROOM
9 10 11 12
12-PORT OUTPUT
FROM OPTICAL
NETWORK
TERMINAL (ONT)
OPTICAL NETWORK TERMINAL (ONT)
CONVERTER HUB FOR DATA, VOIP
AND CATV. WALL MOUNTED ON
3/4" BACKBOARD IN
TELECOM/ELEC ROOM
ONT NETWORK CONVERTER DETAIL 3 LX.5 CONNECTOR WITH APC STYLE POLISHING SINGLEMODE FIBER TERMINATION
PROTECTED DISTRIBUTION SYSTEM (PDS) MATERIAL,
BOXES, CABINETS, RACEWAYS AND CONDUITS FOR
SIPRNET INSTALLATION NOTES:
1. ALL PDS ENCLOSURES (INCLUDING JUNCTION
BOXES) MUST BE 16 GA STEEL/SHEET METAL MINIMUM.
2. ALL RACEWAY MUST BE FERRUS METAL STEEL
RACEWAY, AND MUST HAVE AN INTERLOCKING DESIGN
THAT SECURED ALL SECTIONS AND PIECES.
3. THE PDS RACEWAYS SHOULD BE INSTALLED JUST
BELOW THE DROP CEILING WHERE PRESENT, AND
ATTACHED TO THE WALL, FOR ACCESSIBILITY &
INSPECTION PURPOSES FROM THE LOCKED SIPRNET
ENCLOSURE TO EACH DROP.
4. ALL CONDUIT FITTINGS, ACCESS POINTS AND
OUTLETS WILL BE OF THE SAME FERROUS MATERIAL
THROUGHOUT THE RUN.
5. ALL CONNECTORS SHOULD BE SEALED COMPLETELY
AROUND ALL SURFACE WITH EPOXY. FOR PULL BOXES
AFTER CABLE INSTALLATION AND TESTING, THE
COVERS SHALL BE SEALED TO THE PULL BOXES
AROUND THE MATING SURFACES. THE PULL BOX
COVERS MUST NOT HAVE REMOVABLE HINGE PINS AND
MUST BE SECURED WITH A GSA-APPROVED SARGENT
& GREENLEAF COMBINATION PADLOCK.
6. BOXES OR CABINETS WITH PREPUNCHED
KNOCKOUTS SHALL NOT BE USED.
SIPRNET
OUTLET
(TYP)
SECURED CABINET
FOR SIPRNET SWITCH
WALL MOUNTED
SEE ET-504
PDS RACEWAY
4 PDS INSTALLATION NOTES AND DETAIL
FIBER CABLE AND CONNECTOR SPECIFICATION:
1. ALL FIBER CONNECTORS SHALL BE TERMINATED WITH LX.5 CONNECTOR WITH APC STYLE POLISHING.
STANDARD ANGLE OF THE CONNECTOR IS 8 DEG AS USED IN THULE AFB. (NOTE: CONTRACTOR SHALL VERIFIY WITH MANUFACTURER THE ANGLE OF DEFLECTION FOR THE CONNECTOR, AND NOTE ANY COMPENSATORY CONDITION SUCH AS GLASS-TO-AIR INTERFACE, ETC. PROVIDE ALL PERTINENT DATA
TO COR AND THULE BCE FOR SHOP DRAWING REVIEW AND APPROVAL.)
2. PRODUCT SHALL COMPPLY WITH TIA 604-13.
3. RETURN LOSS SHALL BE 60dB OR HIGHER, INSERTION LOSS SHALL BE LESS THAN 0.3dB.
4. ALL FIBER OPTIC CABLE SHALL BE SINGLE MODE.
5. DIMENSION GIVEN ABOVE IS FOR REFERENCE ONLY.
FOLD-DOWN
POSITION SWING-OUT
POSITION
FRONT OF PATCH PANEL
BACK OF PATCH PANEL
5 HINGED FOLD-DOWN PATCH PANELS
HINGED PATCH PANELS:
1. PROVIDE HINGED FOLD-DOWN PANELS FOR ALL TELECOM RACKS, WHERE
THE REAR-SIDE OF THE PATCH PANELS CAN BE ACCESSED FOR TERMINATION
WHEN PANELS ARE IN FOLDED DOWN POSITION.
2. PATCH PANELS SHALL ALSO BE…
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