03 Structural Steel.pdf
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- Solicitation number
- 36C25923R0033
About this file
This document contains structural steel plans and notes for a level 3 interstitial floor of a medical facility project. Key details include specifications for a 2-1/4 inch lightweight concrete slab on a 3-1/2 inch deep metal deck supported by WT6 beams at 5-3/4 inches total thickness. The slab is reinforced with #4 bars at 12 inches east-west and between WT web members at 8 inches in deck flutes. Hangers attach to beams and joists per standard details, and where hangers do not attach directly, additional concrete joists are specified with dimensions and reinforcement. The project is identified as the replacement of an operating room boom at facility 554 for the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19 under solicitation 36C25923R0033.
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NOTES:
1. RE: SOUTH PLAN FOR NOTES AND LOADS.
B
C
D
E
F
G
H
J
32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"
SKYLIGHTS ~RE: ARCH
SEE 1/ 03.SS.103.1-B SEE 1/ 03.SS.103.1-B
7.5
4.6
A
XX.SS.807
SKYLIGHTS ~RE: ARCH
A
H
SS
7X 3X
5/
HSS5X3X5/16
WT6X15
HSS5X3X1/4
WT6X15
WT6X15
WT6X15
WT6X15WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15WT6X15WT6X15WT6X15WT6X15WT6X15
WT6X15 WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15WT6X15WT6X15 WT6X15 WT6X15
WT6X15 WT6X15 WT6X15
WT6X15WT6X15
WT6X15
WT6X15
WT6X15WT6X15
WT6X15
WT6X15
WT6X15WT6X15
WT6X15WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
151' - 6"
151' - 11"
151' - 6"
11"
3' - 0" 5' - 0" 5' - 0" 3' - 0"
A
XX.SS.735
A
XX.SS.735 A
XX.SS.735
A
XX.SS.735
E
XX.SS.807
5' - 4" 5' - 4" 5' - 4" 5' - 4" 5' - 4" 5' - 4"
W14X53
W X3
5"
W14X53
W X3
W14X53
W X3
5" 6' - 6"
1' - 1"
11"
W X3
W X3
2 1/2" LIGHTWEIGHT
CONCRETE ON 2" - 20 GA
GALVANIZED COMPOSITE
METAL DECK
C
XX.SS.736
B
XX.SS.736
B
XX.SS.736
WT6X15
WT6X15
WT6X15
WT6X15 WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15 WT6X15
L
XX.SS.807
E
XX.SS.807
G
XX.SS.807
D
XX.SS.807
F
XX.SS.807
B
XX.SS.735
H
XX.SS.735
C
XX.SS.807 C
XX.SS.807
K
XX.SS.735
B
XX.SS.735
B
XX.SS.735
C
XX.SS.807
F
XX.SS.807
F
XX.SS.807
E
XX.SS.807
E
XX.SS.807
G
XX.SS.807
C
XX.SS.807
BEAR WT ON
CONCRETE
WALL PER
G/XX.SS.807
F
XX.SS.735
TYP AT WT
SPLICE
LOCATIONS
#4 AT 8" O.C. IN DECK
FLUTES ~ BARS SHALL
SPAN BETWEEN
WT6x15'S ~ TYP.
#4xCONT AT 12" O.C.
EAST-WEST ~ TYP. - AT
RAISED SLAB PROVIDE #
4 AT 8" O.C. EAST-WEST
/2
/2
7' - 4 3/4" 2"
7' - 4 3/4" 2"
2" 9"
9" 2"
5' - 7" 4' - 10" 5' - 7" 5' - 7" 4' - 10" 5' - 7"
2"9"
9" 2"
E
XX.SS.807
E
XX.SS.807
L.1
XX.SS.807
E
XX.SS.807
L
XX.SS.807
C
XX.SS.735
L
XX.SS.807
E
XX.SS.807
E
XX.SS.807
E
XX.SS.807
E
XX.SS.807
5' 1"
1' 3"
2"
151' - 11"
B
XX.SS.735
A
XX.SS.807
TYP 4
SIDES
BEAR WT ON
CONCRETE
WALL PER
G/XX.SS.807
F
XX.SS.735
TYP AT WT
SPLICE
LOCATIONS
TYP
C
XX.SS.735
C
XX.SS.735
C
XX.SS.735
1' 9"
1' 9"
03.SS.409
A 03.SS.409
B
03.SS.409
C
03.SS.409
E
03.SS.409
G
03.SS.409
F
03.SS.409
D
03.SS.410
A
E
XX.SS.807
E
XX.SS.807
H
SS
7X 3X
5/
A
XX.SS.735
EDGE OF
INTERSTITIAL SLAB
TO MATCH EDGE OF
PENTHOUSE SLAB
ABOVE ~ RE:
PENTHOUSE
SHEETS AND
P/XX.SS.834
/8
/8
/8
/8
/8
/8
5' 2"
2' 0"
9' 7"
1/ 4"
7' 1/ 4"
WT6X15
/8
/8
/8
9' 3/ 4"
4' 3/ 4"
1/ 2"
6' 3/ 4"
151' - 6"
T.O. SLAB
10' - 0" 5' - 0"
W T5 X1
6.
W T5 X1
6.
F
XX.SS.734
F
XX.SS.734
L
XX.SS.807
F
XX.SS.734
9" 2"
EQ EQ EQ
W T5 X1
6.
W T5 X1
6.
W T5 X1
6.
W T5 X1
6.
W T5 X1
6.
W T5 X1
6.
W T5 X1
6.
W T5 X1
6.
W T5 X1
6.
W T5 X1
6.
10' - 0" 5' - 0" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8"
ATTACH TO EDGE ANGLE
AN WT PER N/XX.SS.734 ~
TYP. WT5x16.5
XX.SS.738
XX.SS.738
HSS7X5X3/8
149' - 6"
F
XX.SS.736
F.1
XX.SS.736
9' 1/ 2"
9' 1/ 2"
11 12 08 09 13
03040506
Drawing Number
Building Number
Project NumberProject Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
Key PlanCONSULTANTS:
DateRevisions
1 2 3 4 5 6 7 8 9 10 11 12
D
C
B
A
554-501REPLACEMENT MEDICAL CENTER
FACILITY, EASTERN COLORADO
HEALTH CARE SYSTEM
DENVER, COLORADO
N
C O N
R
ES
D
AT
IB
S
IB
N
EN
C C
LC
C
BN
C
BC
C
BS
PS
N
PV
N
PV
S
13 14
1 2 3 4 5 6 7 8 9 10 11 12 13 14
E
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
ARCHITECT/ENGINEERS:Professional Seal
/5 /2 1:
:2
PM
C :\U se rs \C
AD
U se r 1 \D oc um en ts \S S- D
AT
_J es sy .M an ch a5
AV
.rv t
03.SS.103.1-A
LEVEL 3 INTERSTITIAL PLAN - NORTH
DIAGNOSTIC AND TREATMENT
11/15/2011
NORTH
0' 4' 8' 16' 32' 1/8" 1'-0"1
LEVEL 3 INTERSTITIAL PLAN -
NORTH
DESIGN LOADS - D&T - INTERSTITIAL FLOOR LOADS - SUPPORTED BY HANGERS FROM FLOOR
ABOVEDEAD LOADS
2 1/4" LIGHT WEIGHT CONCRETE ON 3 1/4" DOVETAIL
METAL . . .
49 PSF
BEAM AND DECK DEFLECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 PSF
MECHANICAL
15 PSF
CEILING (WITH LIGHTS,
SPRINKLERS)
10 PSF
STRUCTURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ACTUAL PSF
79 PSF + FRAMING
LIVE LOADS
SERVICE
ZONE
25 PSF (REDUCIBLE)
B
C
D
E
F
G
H
"SEE 1/ 03.SS.103.1-A SEE 1/ 03.SS.103.1-A
7.5
RG.5
RG03
RF.503
RF03
RE.503
RD.5
RC.5
RD
RC
RB.5
RB
RA
R1
A.7
32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"
A
B.5
C.2
H
SS
6X 6X
1/
HSS7X3X5/16
H
SS
7X 3X
5/
H
SS
5X 3X
5/
HSS7X3X5/16
HSS7X3X5/16
WT6X15WT6X15WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15
WT6X15WT6X15
WT6X15WT6X15
151' - 6"
W14X53
W X3
WT6X15
WT6X15
LINE PASSING
THROUGH COLUMN
CENTERLINES
TYPICAL
ALONG GRID
R1
.00
90.00°
EQ EQ EQ
9"
BEAR WT ON
CONCRETE WALL
PER G/XX.SS.807 ~
TYP.
F
XX.SS.807
E
XX.SS.807
H
XX.SS.735
K
XX.SS.735
B
XX.SS.735
XX.SS.807
J
XX.SS.732
G
BEAR WT ON
CONCRETE WALL
PER G/XX.SS.807 ~
TYP.
L6x6x5/16 AROUND
PERIMETER OF
OPENING ~ TYP.
#4 AT 8" O.C. IN DECK
FLUTES ~ BARS SHALL
SPAN BETWEEN
WT6x15'S ~ TYP.
#4xCONT AT 12"
O.C. EAST-WEST ~
TYP.
B
XX.SS.735
C
XX.SS.735
C
XX.SS.735
L
XX.SS.807
E
XX.SS.807 F
XX.SS.807
C
XX.SS.735
EQ
EQ
EQ
03.SS.410
F
7' - 11 7/8"
1' 9"
03.SS.410
B
03.SS.410
E
03.SS.410
D
03.SS.410
C
E
XX.SS.807
E
XX.SS.807
H
SS
X3
X5 /1
W T5 X1
6.
W T5 X1
6.
W T5 X1
6.
B
XX.SS.735
EDGE OF
INTERSTITIAL SLAB
TO MATCH EDGE OF
PENTHOUSE SLAB
ABOVE ~ RE:
PENTHOUSE
SHEETS AND
P/XX.SS.834
XX.SS.734
J
XX.SS.734
J
E
XX.SS.807
10' - 0" 5' - 0"
W T5 X1
6.
W T5 X1
6.
F
XX.SS.734
D
XX.SS.734
XX.SS.734
A
ATTACH TO EDGE ANGLE
AN WT PER N/XX.SS.734 ~
TYP. WT5x16.5
/2
/2
9" 2"
8' 6"
EQ EQ EQ
W T5 X1
6.
W T5 X1
6.
W T5 X1
6.
W T5 X1
6.
1/ 2"
/2
E
XX.SS.807
SS.X026
F.1
XX.SS.736
1.
2.
3.
4.
5.
6.
7.
NOTES:
TOP OF FLOOR SLAB ELEVATION 91'-6 (SERVICE LEVEL INTERSITITAL)/111'-6 (LEVEL 1
INTERSTITIAL)/131'-6(LEVEL 2 INTERSTITIAL)/151'-6 (LEVEL 3 INTERSTITIAL) (ELEV. 100'-0 U.S.G.S. 5388.00')
UNLESS NOTED THUS: ON PLAN.
FLOOR SLAB SHALL BE 2-1/4" LIGHT WEIGHT CONCRETE ON 3 1/2" DEEP, 18 GAGE GALVANIZED DOVETAIL COMPOSITE METAL FLOOR DECK SPANNING BETWEEN BOTTOM FLANGE OF WT6 BEAMS (5-3/4" TOTAL THICKNESS). REINFORCE SLAB WITH #4xCONT. AT 12" O.C. EAST-WEST AND #4xCONT BETWEEN WT WEBS AT 8" O.C. IN DECK FLUTES. RE: DETAILS ON XX.SS.807 AND XX.SS.735 FOR ADDITIONAL INFORMATION.
ALL HANGER RODS SHALL BE 1" ROUND GRADE A36 THREADED RODS. ALL CLEVISES SHALL BE #3.
DO NOT POUR CONCRETE SLAB AT INTERSTITIAL STORY UNTIL CONCRETE SLAB AT FLOOR ABOVE HAS BEEN
POURED AND HAS REACHED ITS SPECIFIED STRENGTH.
BEAMS ARE EQUALLY SPACED BETWEEN GRIDS OR COLUMNS UNLESS DIMENSIONED OTHERWISE.
HANGERS SHALL ATTACH TO JOISTS PER B/XX.SS.807 AND THE BEAMS PER H/XX.SS.807 (AT EDGE OF BEAMS)
AND A/XX.SS.807 (CENTERED IN BEAMS).
WHERE HANGERS DO NOT ATTACH TO JOISTS OR BEAMS ABOVE, A CONCRETE BEAM SHALL BE ADDED PERPENDICULR TO THE FLOOR FRAMING. ADDED JOISTS SHALL BE 7" WIDE AND SHALL BE REINFOCED WITH 2-#6 BOTTOM AND TIES SHALL BE #3 AT 12" O.C PER F/XX.SS.806. ATTACH HANGERS TO ADDED JOISTS PER
B/XX.SS.807 ~ TYPICAL.
XXXX'-X
11 12 08 09 13
03040506
Drawing Number
Building Number
Project NumberProject Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
Key PlanCONSULTANTS:
DateRevisions
1 2 3 4 5 6 7 8 9 10 11 12
D
C
B
A
554-501REPLACEMENT MEDICAL CENTER
FACILITY, EASTERN COLORADO
HEALTH CARE SYSTEM
DENVER, COLORADO
N
C O N
R
ES
D
AT
IB
S
IB
N
EN
C C
LC
C
BN
C
BC
C
BS
PS
N
PV
N
PV
S
13 14
1 2 3 4 5 6 7 8 9 10 11 12 13 14
E
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
ARCHITECT/ENGINEERS:Professional Seal
/5 /2 1:
:2
PM
C :\U se rs \C
AD
U se r 1 \D oc um en ts \S S- D
AT
_J es sy .M an ch a5
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03.SS.103.1-B
LEVEL 3 INTERSTITIAL PLAN - SOUTH
DIAGNOSTIC AND TREATMENT
11/15/2011
NORTH
0' 4' 8' 16' 32' 1/8" 1'-0"1
LEVEL 3 INTERSTITIAL PLAN -
SOUTH
(EL: 151-2)
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DECK BEARING ELEVATION: 151-51/4
REF.SHT: 03.SS.103.1-A
JOB NO. JOB NAME: DRAWN BY: \/B DRAWING RECORDDRAKE-WILLIAMS STEEL
1G02 N. 11 Street
Omaha, Nebraska 68110
(402) 342-1043
Inc .IE AjUALnn
)2020 REV A...7-6-12.. FDR APPROVAL__________
REV 0...10-9-12.. FDR FABRICATION______
REV 1...11-6-12.. REV'D BEAM EFEV. ADDED SECTION
REV 2...12-18-13.. REV DETAIL CALLOUT
□ENVER VA REPLACEMENT CENTERDATE: 6-15-12 il P
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SEE 03—E103 — 1 —A-S FOR SECTIONS AND DETAILS
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PARTIAL LEVEL 3PARTIAL LEVEL 3
INTERSTITIAL PLAN SEQ-30023INTERSTITIAL PLAN SEQ-30023
151-01/4 (U.N.)Deck Bearing Elevation:
SEE 03-E103-1-A-S FOR SECTIONS AND DETAILS
151-01/4 (U.N.)Deck Bearing Elevation:
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B
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B N
AM
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JO
B
N O
I
C O
OLD
A s-
B ui lt D ra w
TOS - SEE PLANS
30402AA <2 SEQ 30021
30313AA @ SEQ 30022
L5x3x5/j6 (LLV)
FIELD CUT TU FIT
AS REQ'D
SEESEE
PLANPLAN
CL OF EMBED PLATE
3/lG 1/ 3
ELEV= SEE CHART
t-i
V RETURN TOP>- L4x4x^xO-7
SEE CHART
FOR PC. MARK
W 3M 3(?
DETAIL TYPE "D
REE D/SS.734
tt tt
SEESEE
PLANPLAN
CL OF EMBED PLATE
I w
I I DECK BEARING
ELEVATION: 151-01/4 OR 151-51/4
I I I I ft <3
LGx4x5/ib (LLV)
SEE CHART
FOR PC. MARKEQ EQ3” EACH
>END
DETAIL TYPE "B11
REE G/SS.807
REE B/SS.735
A/SS.702
1QA
A 30023 30425AA
PLfyjx6x0-6
TOP & BOTT
30430AA
SEESEE
PLANPLAN
Ik CL OP EMBED PLATE
TYP^- VF
wi<typSEESEE
I PLANPLAN
© © © SEESEESEE PLANro CL OF EMBED PLATE TOP OF CHANNEL
ELEVATION: 150-1 1%
4) PLANPLANro CL OF EMBED PLATE3/16 a
3/163/ib 1/ 24)
I © © © I1/2 RETURN-
TOP ONLY -
F1F 'rT'\ © NTGx15
TOP OF CHANNEL
ELEVATION: 150-1115/jg qr 151-4% TOP OF ANGLE
ELEVATION: 151-4%TYP> C6x8.2
SEE CHART
FOR PC. MARK
5/16 F
4” EACH END^-I © © © I FTF 6 64.S' ACD A1/4TOS ELEVATION: 151-2
D © <4" EACH end /M
Mg 1/ MOP RETURNMg F
5/lG F 41-4 1-4 D\ C6x8.2
SEE CHART
FOR PC. MARK
2-8 LGxGx3^xO-8
SEE CHART
FOR PC. MARK
6 11DETAIL TYPE "F"
1-5DETAIL TYPE MGREE H/SS.734
L/SS.80741 REE H/SS.734
L/SS.80721/4 MIN. RETURN
TOP &. BOTTOM > DETAIL TYPE H"5/ig F TEE ASSEMBLY 30429A
CHANNEL SCHEDULE REF G/SS.807
3 SIDES> CHANNEL SCHEDULE3/16 1/
CHANNEL TYPE SEQ PC. MARKDETAIL TYPE "E ANGLE SCHEDULECHANNEL TYPE PC. MARK-S'
F 30021 30405AAREE C/SS.736 TifTF G 30434AA SEQ PC. MRK
F2 30021 3040GAA
30022 30422AAJa F3 30021 30407AASECTION A
LGx4xMg OR LGxGxMg F 30022 3041GAA1* BALIGN TOP OFF HSS
WITH TOP OF SLABHSS rT.Q. SLAB F2 30022 30417AA FTF 3/16 1/ .OF3 30022 30418AA 3/ig FDECK BEARING EL:
SEE PLAN
VTYP FIELD WELD DETAIL
F4 30022 3041GAA<5 SIDES REE A/SS.734Ms 1/ 1/2" RETURN TOP>- FF F5 30022 30419AA HT6x8.2 1 ►
WTG x 8.2 - TYPFG 30022 30420AA FTF SECTION BSECTION J TYP FIELD WELD DETAILL6x4xMg OR
LGxGxMg 45F7 30022 30421AA TYP FIELD WELD DETAILREF Q/SS.735 1 3^REE C/SS.735L6x4x5/i6 OR
LGxGxMg F 30023 30431AAMg 1/ TYP FIELD WELD DETAIL
F2 30023 30432AA REE D/SS.735
-sf F3 30023 30433AA ©
Mg
©Mg TYP> Mg F 3-12 ©
T.0.SLAB
EL: 151-11'-?TYP>TYP FIELD WELD DETAIL 30424A-
5/ig BNT PL Mg F 3-1230409A
L3x3x>/4 H/2-S/g DIAX51/5
EMBED EXP. BOLTS
4" EMBEDMENT
3ZCTYP FIELD WELD DETAILREE J/SS.807 SEESEE T.0.SLAB
EL: 151-61?
Mg 2 PLANPLANMg 2REF B/SS.734 ■BOTT OF ANGLE
ELEVATION: 151-2
Ml T BOTT OF ANGLE
ELEVATION: 151-2-S'CL OF NT5NTGx15 TYP MOMENT BEAM-TO-BEAMA
TOP OF ANGLE
ELEVATION: 150-11% 30423AA
L 3 x 3 x L4
NOTED THUS1-31
FIELD CUT TO EIT
AS REQ'D SECTION QTYP>
Mg F 31
RETURN
Mg 1/ ''■TOP Mg 1/ >4
Mg F 4 REF F/SS.73GSECTION Pat HSS T.O.S. EL:SEE PLAN L6xGx^X 1-1
SEE CHART
FOR PC. MARK
CL OF EMBED PLATE REE C/SS.7361
4 9I
TYP>
3-12►
F SIDES
MfTF DETAIL TYPE "NMb IV. 30424A-
5/ig BNT PLREE G/SS.807 T.0.SLAB EL: 151-61? •cDETAIL TYPE "K T BOTT OF ANGLE
^ ELEVATION: 151-2
DETAIL TYPE "MREE C/SS.702 ANGLE SCHEDULE m oREF Q/SS.735 lnDETAIL TYPE SEQ PC. MRK A cn1-3 n
N 30022 30411AA o X
SECTION RTYP> CJ1
Mg F 3 rREF F.1/SS.736 ct:
SECTION C
(t
(t
ANGLE SCHEDULE
DETAIL TYPE SEQ PC. MARK ELEVATION
150-11 A6D 3002 1 30403AA
1 49-5 15/1GD2 3002 1 30403AA
150-11 AsD3 3002 1 30404AA
150-11 A6D 30022 30314AA
1 49-5 15/1GD2 30022 30414AA
150-1115/1GD4 30022 30415AA
SEQ
30018
© v - ©)v
LD
i
ANGLE SCHEDULE
DETAIL TYPE SEQ PC. MRK
B 3002 1 30401AA
B 30022 30412AA
B 30023 3042GAA
B. 1 30023 30427AA
B. 3 30023 30428AA
SEESEEMg 2 PLAN PLANMg 2
CL OF EMBED PLATE
NTGx15
TOP OF ANGLE
ELEVATION: 150-11% OR 151-4%
Mg ■F’op
RETURN
5/16
4 4
LGxGx^xO-8
SEE CHART
FOR PC. MARK
DETAIL TYPE 11A"
REE G/SS.807
A p?~
LD
ANGLE SCHEDULE
DETAIL TYPE SEQ PC. MRK
A 3002 1 30400AA
A 3002 1 30408AA
FAB :BLDG_2-3_HldSeViA-FABO?: 15:35 PMDec 18 2013
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Revised Field Use
12/18/2013
A s-
B ui lt D ra w
-4 ro
CD
CD
c_n 3>
32662AGOru
CD
CD
CjO
32GG4A
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CJ132G20A oo
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ro CD / /A-sJ c_n>
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2-lft ft ft
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32751A 32750A 32748A32752A 32749A
&% <L *y y y yy y y<? S, ft IS S, S7.A ft
5-11 ru i
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cn O oco OJ I I
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JOB NO. JOB NAME: DRAWN BY: QMP DRAWING RECORDDRAKE-WILLIAMS STEEL
1G02 N. 11 Street
Omah a, (402)
Inc .IE AjUALnn
>2020 REV A...7-6-12.. FDR APPROVAL
REV 0...10-9-12.. FDR FABRICATION
□ENVER VA REPLACEMENT CENTERDATE: 6-18-12 il P
103' X toCUSTOMER: CHECKED BY: Neb r ask a 68110
342-1043
SHEET NO. uADS STEELA 03 —E103 — 1-B-1 KIEWIT-TURNER-JV DATE: G-22-12 i^rrncw^
N
TG
x 15 ft8 -t
4-1
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32G 29A
N
TG
x 15
A TT
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32730A ftE -S ft 8-t-ftE
-2 '] I
A A iL 32729A
N
TG
x 15 N
TG
x 15
5-0 5-0
7"
VS
2L 2E
N
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x 15
5-5 7-0
VB
2E
N
TG
x 15 ftx.
TS
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N
TG
x 15 adp ft
3^ 8-ftE
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8-t
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N
TG
x 15
J ftX
32726A N
TG
x 15
9f t9 -2
N
TG
x 15 4-S
P A
C E
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-2
8-0
C D
<L
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N
TG
x 15
O J
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0A
TT
32G 18A
N
TG
x 15
VK
I9
2E
N
TG
x 15
/S
| 9 fto i-s ftE -6 ft A
82625A 32G
29A N
TG
x 15
N
TG
x 15
“A
32631A
SI
xg iM
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6-
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1-7 N
TG
x 15
<5
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x
A
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3274G A
32720A N
TG
x 15
32745A
L-f ro
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<5
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9V ||t
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1-6
32722A 32721A
N
TG
x 15 N
TG
x 15
«t 9-
4-S P
A C
E S 6 5-lV
,6 =20-5l/4
0-
4-S P
A C
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0-
32G 39A
32724A 32G
38A N
TG
x 15
A a a
<5
<5
<5 x x
I 9^
8-
I 6-8^
5-0 I 4-8 5-8^ tE
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7-4 5-0
2-9 3-10
32721A 32732A
N
TG
x 15 ^ 32731A
N
TG
x 15 N
TG
x 15
N
TG
x 15
<2
I x
I 5-6
6-8 tg 2-4
5-0 5-5
7-0
32733A 3E732A
N
TG
x 15 N
TG
x 15
N
TG
x 15
J
32653A N
TG
x 15
It
N
TG
x 15
I
■ 32719A N
TG
x 15
Pl B
-2 «l
E-
I
A
32723A N
TG
x 15
“A
<5
! 32727A N
TG
x 15
N
TG
x 15
32G 30A
N
TG
x 15
“A
32G 1G
A
3|2641A 32G
41A N
TG
x 15
N
TG
x 15
32G 44A
N
TG
x 15 N
TG
x 15
1-10 tf t 8 -2 ft E-
«1
E-i
?1
E- S
3, 8-t 3-8I
6-3W 9-b Jj
E-l;
3| 8-
S ft
E
- E
I 3 )8
-9
5-0 5-0
4-8*4?
ft
-2
I
■A ■A
A A
A A
C D
I 32638A
N
TG
x 15 N
TG
x 15
N
TG
x 15 N
TG
x 15
N
TG
x 15 32736A
N
TG
x 15 I
T t l
Vf rS
^E
32G 39A
32G 47A
32735A I
SI
X9
1M
I
C O o
9> A
A A
A
I ro ft ft ft ft ft ft
X X
O
I ft 2-
I I
I I
VG
E^
E V7
EJ
E
N
TG
x 15
S
IX
M
32G 41A
32G 49A
SI
X9
1M
N
TG
x 15 32738A
N
TG
x 15 N
TG
x 1
I t Y
-it
T I c I
I
JC
c I
I
L oo
I
I o
II
32G 42A
32G 45A
S E
E P A
R
TIA
L P
LA
N
3E 6B
B A
03— E
103— 1 —
B
A <0
8-t»
SI
<9 1M
JL
S E
E P A
R
TIA
L P
LA
N 03—
E l 03—
1 — B
-2
32G 33A
SI
x 9
1M i un ftE -E ft8 -E
32G 4G
A
I 327|10A
N
TG
x 15 32G
41A N
TG
x 15
32G 51A
N
TG
x 15 32G
52A N
TG
x 15
N
TG
x 15 I
I
III
32G 43A
II
I
I V 2f t|2 E
I
SI
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R
II
I
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Si
B E
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E P A
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TIA
L P
LA
N
9V s|
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03— E l 03— 1 —
B -3 ft
TY
P @
G
R
ID
v3 R l"
S' D
R
G
O P
C O
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V
LG
cnoLD~n si mAJ
32G
52A N
TG
x 15
I32740A
N
TG
x 15 I i___ I
S E
E P A
R
TIA
L P
LA
N 32G
G 8A
5?
03 — E103 -1-B
-2 ft V
4i
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I
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S
2.
se s» v
32G G
8A 32753A
V
<o f’-
S
32G G
8A # 5-315/, 32G G
8A 32753A
4^
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|E -S
32753A
32G 68A f© 9V
S iE
-S
'll 5-4 ftE -S ftE -S
/s iE -S t’- S ftE -S b- S
5-315/16 | 5-3II/IC
9I /E iE -S
Vs
,E -S ft E-
S
5-3 15/|6 5-3H
/16 b- S
5-37^ 5-3l5/16
5-3ft
V3 ea
S' St f s-j?
ea ea
R C ea
R F
3t f
R D
S 'O tf
N
TG
x 15
A
3262G A
32G 34A
6-3 ft ft
32G 23A
LE
V
E L
TH
R
E E
IN
TE
R S
TITIA
L
P
LA
N 151-0ft (U
.N
D eck
B earing
E levation:
S E
E 03—
E I03—
1 — B
S
FO
R
S E
C
TIO
N S
A N
D D
E
TA
ILS
r
6-8 ft ft A
32G 28A
N
TG
x 15
A
6-3 ft N
TG
x 15
6-8 ft ft ft
A
N
TG
x 15 32G
37A
A
3-8% 5-11 ft 5-0
4-9 ft 5-2 ft
II32727A
N
TG
x 15
O O o
32G 41A
N
TG
x 15
H A
N G
E R M
A R
K
TY
P 8 S E
Q .30024 U
.N
&dp
32G 32A
N
TG
x 15
VO
W
EE
[S
I X9
1M
9I /E
]2 -I
J n
I- I H
A N
G E
R M A
R K
TY
P @
S E
Q .30025 U
.N
I32719A ^ N
TG
x 15
3272B A
SI
x 9
1M
S E
Q 30024
S E
Q 30025
1-6
32721A N
TG
x 15
32G 51A
N
TG
x 15
32738A
SI
X9
1M
32738A N
TG
x 15
(03-A 03-B
03-C 03-D
(03-E] (03-F)
3- £0
H
28-0 32-0
32-0 32-0
32-0 32-0
32-0 ftE -I
43-S P
A C
E S @
5-0=215-0
5-7
W d
=2
B
V J-
V l4
»5 P
IH
E
-2 -3
D ia
=a V
J
O ct 25 2012
A s-
B ui lt D ra w
%o.'■i
32649A WTG x 15
32650A
WTGx 15
OJ
o
CO
OJ
32737A
<T
X
O
CO
ru co
19-7*4 rv<So 'V'
32584AA HSS7x3x5/i6
«c fN-
OC CD
ru co
32G0GAA
co
32597AMru
<3-
<c cn O
CD
ru cn
3 >/4 4-101/4 4-101/4 8
32652A 32740A NTGx 15 NTGx 15
10-73/4 1-01^
2 2 rv 0<0❖32G52A 32740A NTGx 1532598A
NTGx15 ifx
00. rfor9'rSo 'V-
5-13/45-2
PARTIAL LEVEL THREE
INTERSTITIAL PLAN SEQ-30024
151-01/4 (U.N.)Deck Bearing Elevation:
REF: E/5.410
CD
X
o. LD '■i
3259GA
32595A
A
.V*
32G04AA 32G CO
%32G09A <2'C32G05A' rcV*<3 S7 32610A
1—8^8 5
3-85s 3-55rfi
Iru
DECK BEARING
ELEVATION AT
LON SLAB: 149-GU,
m
&rvrfo
I
<2 LD
fo' A
4? ❖ i- X oo Irvffo❖ *5? 5? &❖ ❖ ❖A- * 32577A32G30A NTGxl5
—jSH*■ * * NTGx15ru I
32591A ru a*f?rv *cfo
12-lQl/g 5-4 5-4
V <0- A'
•y4? ❖ <3& & & ■f 3257GANTGx15 oo* *
NTGx1532G24A i_n
LDCD
CDX
-7 UO X
UO
32646A
NTGx15
32G48A
NTGx15
Jc
$b l<5 oo
CD
r?5- O
CD
S>
CD
I
CD
OO
I o
Ioo
2-101/4 6-21/4
PARTIAL LEVEL THREE
INTERSTITIAL PLAN SEQ-30024
151-01/4 (U.N.)Deck Bearing Elevation:
REF: B/S.410
03-E
32-0
03-10CD
ru i o oo I o
111/4
*>•rv rvrfo 'V' rv rvrforQ, rforQ, rfo'9' ru i co oo I o ru i ru
CD
I
CD
03-D
PARTIAL LEVEL THREE
INTERSTITIAL PLAN SEQ-30024
151-01/4 (U.N.)Deck Bearing Elevation:
REF: C/S.410
PQ
I cn O
COA cn cn o
LQ
r q;
12-444, 7-91/49-4 2-G
8-10
Jc
4 SIDES
32G25A NTGx15
■i
-c o?" m co
<7I CD
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J2020 REV A...7-6-12.. FDR APPROVAL
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□ENVER VA REPLACEMENT CENTERDATE: 6-18-12 il P
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REF D/SS.734
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DETAIL TYPE "Bii
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B 30024 30439AA
B2 30024 30440AA REE B/SS.735
A/SS.702
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SEE PLAN CL OE EMBED PLATE
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ELEVATION: 130-11*5/16 r
<2GRID130-11*3/16 @ "El" 3/16 1/I © © © I r l-5*/g
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REF D/SS.735
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31/2 150-11 15/jgD 30024 30442AA
150-11 15/jgD1 30024 5 30443AA
6L2 150-11 15/1gD2 30024 30443AA
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31/2 143-515/igD5 30024 30445AA
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31/2 143-515/18D8 30025 30454AA
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1G02 N. 11 Street
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(402) 342-1043
Inc .IE AjUALnn P^vlGS52020 REV A...6-15-12.. FDR APPROVAL
REV 0...8-28-12.. FDR FABRICATION
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1G02 N. 11 Street
Omaha, Nebraska 68110
(402) 342-1043
Inc .IE AjUALnn
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REV 0...8-28-12.. FDR FABRICATION
□ENVER VA REPLACEMENT CENTER DATE: 6-15-12 il P
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| 03.SS.103.1-A |
| Sheets: 03.SS.103.1-A - LEVEL 3 INTERSTITIAL PLAN - NORTH |
| 03.SS.103.1-B |
| Sheets: 03.SS.103.1-B - LEVEL 3 INTERSTITIAL PLAN - SOUTH |
| Structural_Steel_As-Builts - bldg 3 flr 3 |
| 03-E103-1-A-1(R2) |
| 03-E103-1-A-2(R1) |
| 03-E103-1-A-3 |
| 03-E103-1-A-S(R2) |
| 03-E103-1-B-1 |
| 03-E103-1-B-2 |
| 03-E103-1-B-3 |
| 03-E103-1-B-S |
| 03-E103-A |
| 03-E103-B |
File details come from the government source that posted it. Updated .