tekla structures drawing - g [6]stevenwinfree.com/hamby_office.pdf · 1 released for fabricationslw...
TRANSCRIPT
![Page 1: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/1.jpg)
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
PROJ.MGR:
PLOT DATE: 04/10/2008 07:04:03am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
3-D DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
3-DREV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
2
3
C
B.2
B
A.8
A
HAMBY OFFICE1
4
![Page 2: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/2.jpg)
04/10/08
316/ TACK
(16) 34/ "Ø A.B @ 1'-2" 3N & 3W (ea)
(24) 1"ØA.B @ 1'-3"1 PL WASH w/1116/ Ø HOLE(ea) 3N & 2W (ea)
8" THRD
(32) 114/ " ØA.B @ 1'-8"1 PL WASH w/1516/ Ø HOLE(ea) 3N & 2W (ea)
GENERAL NOTES:- FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH THE A.I.S.C.- USE 34/ "Ø A325N BOLTS FOR ALL STEEL TO STEEL CONNECTIONS (UNO)- USE F1554 (GRADE 36) BOLTS FOR ALL ANCHOR BOLTS
REFERENCES: S-1, S-5
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
PROJ.MGR: SM
PLOT DATE: 04/10/2008 07:12:40am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ANCHOR BOLT PLAN
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
AB1REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
29'-9" 32'-4" 31'-5"
6'-0
"
23'-9
"8'
-0"
8'-0
"23
'-9"
1C2 COLUMNHSS5X5X14/(TOF = -1'-4" )
93'-6"
63'-6
"
16'-4"
16'-4"
2C2 COLUMNHSS8X8X38/(TOF = -1'-0" )
3C1 COLUMNHSS8X8X38/(TOF = -1'-0" )
1C3 COLUMNHSS5X5X14/(TOF = -1'-4" )
2C1 COLUMNHSS5X5X14/(TOF = -1'-4" )
A
2
B
1 3
A.8
B.2
C
4
7C2 COLUMNHSS8X8X38/(TOF = -1'-4" )
4C1 COLUMNHSS12X8X12/(TOF = -1'-4" )
4C2 COLUMNHSS12X8X12/(TOF = -1'-4" )
8C1 COLUMNHSS8X8X38/(TOF = -1'-4" )
3C2 COLUMNHSS12X8X12/(TOF = -1'-4" )
5C1 COLUMNHSS12X8X12/(TOF = -1'-4" )
6C2 COLUMNHSS12X8X12/(TOF = -1'-4" )
7C1 COLUMNHSS12X8X12/(TOF = -1'-4" )
9C1 COLUMNHSS8X8X38/(TOF = -1'-4" )
FOUNDATION PLAN
6C1 COLUMNHSS12X8X12/(TOF = -1'-4" )
8C2 COLUMNHSS8X8X38/(TOF = -1'-4" )
1C1 COLUMNHSS5X5X14/(TOF = -1'-4" )
5C2 COLUMNHSS12X8X12/(TOF = -1'-4" )
16'-0" 2'-0"
2'-0"
6'-0
"
16'-0"
BP1 (6 REQ'D)
516/ TYP
516/516/TYP
STIFF PL12/ x4 x 0'-4"
3"3"
3" 3"
7"7"
2"
2" 7" 7"
PLATE WASHERS38/ x4 "x 0'-4"
1'-6"
1'-6
"
AAPL1 14/ x18 x 1'-6"
HSS8X8X38/COLUMN(TOF= -1'-4" )
A
4
A - A
PL1 14/ x18 x 1'-6"
PLATE WASHERS38/ x4 "x 0'-4"
612/ "
PRO
J.
VAR
IES
SEE
PLAN
2"G
RO
UT
HSS8X8X38/
0"
-1'-4"
4
BP2 (8 REQ'D)
9"9"
3"
516/516/TYP
38/TYP
PLATE WASHERS38/ x4 "x 0'-4"
3" 3"
212/ " 612/ " 612/ "
BB
PL1 12/ x18 x 2'-0"
1'-6"
2'-0
"
HSS12X8X12/COLUMN(TOF= -1'-4" )
A.8
4
B - B
PLATE WASHERS38/ x4 "x 0'-4"
612/ "
PRO
J.
PL1 12/ x18 x 2'-0"
2"G
RO
UT
1'-4
"
HSS12X8X12/
0"
-1'-4"
4
BP3 (4 REQ'D)
14/TYP
2" 4" 4"
4"4"
2"
CCPL34/ x12 x 1'-0"
1'-0"
1'-0
"
HSS5X5X14/COLUMN(TOF= -1'-4" )
C - C
612/ "
PRO
J.
1'-4
"
-1'-4"
0"PL34/ x12 x 1'-0"
2"G
RO
UT
HSS5X5X14/
![Page 3: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/3.jpg)
04/10/08
REFERENCES: S-2, S-5, S-6, S-7
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 07:05:37am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
SECOND FLOOR FRAMING PLAN
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
E1REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
D7 - 5SP @ 18'-10"
23'-9
"
5'-3"
D6 - 6SP @ 28'-10"
7'-3" 7'-6" 7'-6" 7'-6" 8'-1" 8'-1" 8'-1" 8'-1" 10'-0" 5'-8" 7'-10" 7'-11"
93'-6"
63'-6
"
16'-0"
16'-0"
32'-4"
1
A
2
B
3
A.8
B.2
C
4
3C1HSS8X8X38/
15B
1W
16X2
6[1
6]
10T2 HSS6X6X14/
D5 - 11SP @ 16'-2"
23'-9
"
7'-6"
5'-0" 5'-0"
15B
7W
10X1
2[8
]17'-5
"
4C1HSS12X8X12/
9T1HSS6X6X14/
16B5 W8X10
14B
4W
18X3
5[2
2]14
B3
W16
X26
[16]
9T2HSS6X6X14/
D4 - 11SP @ 22'-8"
(26PL7) (26PL4)
(26PL6) (26PL2)
W24 8" x 16" 6" x 16"
W18 7" x 16" 5" x 16"BEAM BOTT FL. TOP FL
MOMENT PL. SCHED @ 2ND FL
7'-3" 7'-6" 7'-6"
13B
3W
18X4
0[1
4]
7C2HSS8X8X38/
17B
4W
18X3
5[2
2]
17B
6W
18X3
5[2
2]
17B
6W
18X3
5[2
2]
11B1 W24X55 [18]
8'-0
"8'
-0"
D1 - 11SP @ 30'-2"
13B
3W
18X4
0[1
4]
25B
2W
18X3
5[2
2]
25B
2W
18X3
5[2
2]
24B
3W
18X3
5[2
2]
11B
3W
24X5
5[1
0]
18B3 W24X68 [30]
16B5 W8X10
4C2HSS12X8X12/
SECOND FLOOR FRAMING PLAN
5'-3"
E3A
A
4'-9
"1'
-3"
16'-4"
E3
D
D4'-4" 4'-4" 10'-0"
15B
2W
16X2
6[1
6]
17B
1W
18X3
5[1
4]
19B1 W27X94 [11]
24B1 W12X14
16B
2W
18X3
5[1
4]
1C2HSS5X5X14/
14B
2W
8X18
(TO
S =
14'-3
12/"
)
16B1 W8X18 (TOS = 14'-3 12/ " )
21B4 W8X18 (TOS = 14'-3 12/ " )
6C1 HSS12X8X12/
18B
4W
18X3
5[2
2]
D2 - 11SP @ 32'-4"
2C2HSS8X8X38/
25B
4W
18X3
5[2
2]
16B
7W
18X3
5[2
2]
16B
3W
18X3
5[2
2]
20B1 W24X68 [22]
3'-0
"
16'-4"
1'-3
"4'
-9"
A
A
E3
29'-9"
11B2 W24X55 [18] 13B1 W24X76 [34]
8C2HSS8X8X38/
6C2 HSS12X8X12/
1C3 HSS5X5X14/
10T1 HSS6X6X14/
14B
1W
8X18
(TO
S =
14'-3
12/"
)
16B1 W8X18 (TOS = 14'-3 12/ " )
21B4 W8X18 (TOS = 14'-3 12/ " )
7'-11"
24B
4W
18X4
0[1
4]25
B1
W24
X55
[10]
24B
4W
18X4
0[1
4]
- FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH THE A.I.S.C.- STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE PAINT.- USE 34/ "Ø A-325N BOLTS FOR ALL STEEL CONNECTIONS
F
F
E3
5C2HSS12X8X12/
3C2HSS12X8X12/
19B2 W24X76 [32]
21B
3W
18X3
5[2
2]
17B
5W
18X3
5[2
2]
17B
3W
18X3
5[2
2]
12B1 W24X55 [18]
16B
4W
12X1
4[1
0]
15B5 W12X14
3'-2" 5'-2"
D8 - 11SP @ 26'-8"
3'-0
"
(OPP. HAND)DET. 1
4'-10" 5'-8" 7'-10"
10B
1W
18X3
5[2
2]
25B
3W
18X3
5[2
2]
24B
2W
18X3
5[2
2]
G
G
E3
2'-0"
15B
3W
16X2
6[1
6]
1C1HSS5X5X14/
12B
2W
8X18
(TO
S =
14'-3
12/"
)
10'-1
018/ "
D3 - 11SP @ 31'-10"
15B4 W12X14
5'-2" 4'-10"
15B
6W
10X1
2[8
]
17B
2W
18X3
5[2
2]
16B6 W8X10
16B6 W8X10
E
E
E3
D
D
E3
17'-5
"
[_X_] = # OF WELD STUDS ON TOP FLANGE OF BEAM
= DENOTES BEAM TO COLUMN MOMENT CONNX
T.O.S. = 13'-7" (UNO)
8C1 HSS8X8X38/
5C1 HSS12X8X12/
GENERAL NOTES:
DET. 1
2'-0"
C
C
E3
B
B
E3
PLAN31'-5"
13B2 W24X62 [18]
9C1 HSS8X8X38/
7C1HSS12X8X12/
2C1 HSS5X5X14/
14B
1W
8X18
(TO
S =
14'-3
12/"
)
DETAIL 1
13B2 W24X62
7C1 HSS12X8X12/
16B1 W8X18
14B1 W8X18
M
M
3
A
26PL7 PL12/ x8
M - M
14'-312/ "L6 X4 X38/ x 1'-8 34/ "
PL516/ x5 12/ x 0'-6"W/(2) 34/ "ØA325 x 214/ "
L6 X4 X38/ x 1'-8 34/ "
A
13'-7"
14B1 W8X18
16B1 W8X18
13B2 W24X62
![Page 4: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/4.jpg)
(TYP. ROOF MOMENT CONNX)
04/10/08
REFERENCES: S-3, S-6, S-7
= DENOTES BEAM TO COLUMN MOMENT CONNX
T.O.S. = 27'-6" (UNO)
GENERAL NOTES:
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 07:17:10am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ROOF FRAMING PLAN
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
E2REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
20B
3W
16X2
6
32'-4"
93'-6"
63'-6
"
23'-9
"
A
2
B
1 3
A.8
B.2
C
4
23B
2W
16X2
6
9C1 HSS8X8X38/
21B2 W18X40
7C1 HSS12X8X12/
ROOF FRAMING PLAN
4C1 HSS12X8X12/
21B1 W18X40
ALL 7" x 10" 6" x 10" (26PL9) (26PL5)
BEAM BOTT FL. TOP FL.
MOMENT PL. SCHED @ ROOF
23B1 W18X35
6C1 HSS12X8X12/
20B
2W
18X3
5 HH
23'-9
"8'
-0"
8'-0
"
2C2 HSS8X8X38/
7C2 HSS8X8X38/
4C2 HSS12X8X12/
18B2 W18X55 22B2 W18X60
22B
3W
16X2
6
29'-9"
8C2 HSS8X8X38/6C2 HSS12X8X12/
22B1 W18X35 21B1 W18X40
5C1 HSS12X8X12/
26PL8 PL12/ x6
26PL10 PL12/ x6
26PL8 PL12/ x6
26P
L10
PL1 2/
x6
J
J
5C2 HSS12X8X12/
20B
2W
18X3
519
B3
W16
X26
I
I
3C1 HSS8X8X38/
8C1 HSS8X8X38/
3C2 HSS12X8X12/
21B2 W18X40
18B1 W18X60
17B
7W
8X15
_ (HO
IST
BEAM
TO
BE
LOC
ATED
BY
G.C
.)
PLAN
31'-5"
H - H
2
27'-6"
12/
12/
2C2 HSS8X8X38/
22B2 W18X6018B2 W18X55
3"3"
3"3"
3"
CAP PL14/ x8 x 0'-8"
PL38/ x4 x 1'-3"W/(5) 34/ "ØA325 x 214/ "PL38/ x4 x 1'-3"
W/(5) 34/ "ØA325 x 214/ "
38/30
TCU4a
I - I
14/
26PL9 PL38/ x7
26PL5 PL38/ x6
2"
212/ "
34/
5"NO WELD
14/ 5"
14/ 2"
5"NO WELD
14/6"
3"3"
3"3"
3"
20B3 W16X26
20B2 W18X35
5C1
HSS
12X8
X1 2/
27'-6"
A.8
PL38/ x4 x 1'-3"W/(5) 34/ "ØA325 x 214/ "
26PL1 PL14/ x34/
J-J
26PL8 PL12/ x6 W/ (3) 12/ "ØSTUDx4"@4'-0"O.C.(MAX)
17B7 W8X15
BOS = 26'-8"
14/TYP @ BEAM BRG
5C1 HSS12X8X12/
4
A.8
20B3 W16X26
26PL5 PL38/ x6
p6
![Page 5: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/5.jpg)
04/10/08
(TYP BEAM TO BEAM CONNX)
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 07:19:45am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
DETAILS/SECTIONS
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
E3REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
A - AE1
14/3 SIDES
PL14/ x4 x 0'-5 12/ "
14/3 SIDES
134/ " 212/ "14/
3 SIDES
14/3 SIDES
BOS = 10'-0" AFF
5"
26A1 L3X3X38/
PL14/ x6 x 0'-7 12/ "
2VLI20, 20GA COMPOSITE
A
13'-7"
12"12
"
3'-7
"
3'-0"
412/ "4"
5"
13B1 W24X76
L5X3-12/ X14/
23A2 L5X5X38/
C6X
10.5
PL14/ x4 x 0'-7"W/(1) 34/ "Ø307 x 214/ "
23A3 L3X3X38/ x 3'-11"W/(2) 34/ "ØA307 x 214/ "
10T2 HSS6X6X14/
D - DE1
5"
10PL2 PL14/ x1 x 1'-7"@2'-0"C/C
13'-7"
18/Typ
3"3"
L3X3X516/ L3X3X516/
15B4 W12X14
17B2 W18X35
L5X3-12/ X14/
L5X5X516/
WELD BOTTOM PLATE TO COLUMNAFTER SLAB IS POURED
38/30
TC-U4a
38/30
TC-U4a
3"
3"3"
3"3"
3"3"
3"21
2/ "
26PL6 PL12/ x7
26PL1 PL14/ x34/
26PL1 PL14/ x34/
26PL2 PL12/ x5
13'-7"
B.2
L5X3-12/ X14/
25B1 W24X55PL38/ x4 x 1'-2 12/ "W/(4) 34/ "ØA325 x 234/ "
PL38/ x4 x 1'-6"W/(6) 34/ "ØA325 x 214/ "
PL38/ x4 x 0'-6"W/(2) 34/ "ØA325 x 214/ "
16B6 W8X10
L5X3-12/ X14/
24B4 W18X40
3C2 HSS12X8X12/
F - FE1
3"3"
3"3"
B - BE1
5"L5X3-12/ X14/
A
13'-7"
3"3"
3"3"
17B3 W18X35
13B2 W24X62
(2)- L3X3X516/ x 0'-11 12/ "W/(4) 34/ "ØA325 x 234/ "
26PL1 PL14/ x34/
38/30
TC-U4a
3"3"
3"3"
3"
26PL6 PL12/ x7
26PL1 PL14/ x34/
A
13'-7"
14/ 8"Typ
14/ 8"Typ
38/30
TC-U4a
8"NO WELD
8"NO WELD
PL38/ x4
24B4 W18X40
L5X3-12/ X14/
PL38/ x4 x 1'-2 12/ "W/(5) 34/ "ØA325 x 234/ "
9C1
HSS
8X8X
3 8/
C - CE1
13B2 W24X62
5"
L5X3-12/ X14/
WELD BOTTOM PLATE TO COLUMNAFTER SLAB IS POURED
E - EE1
3"3"
3"3"
3"
14/TYP
13'-7"
B
912/ "
L2 X2 X14/
26A3 L2 X2 X14/
PL38/ x4 x 1'-3"W/(5) 34/ "ØA325 x 234/ "
26A2 L5X5X516/
PL38/ x4 x 1'-6"W/(6) 34/ "ØA325 x 214/ "
21B3 W18X35
3C1 HSS8X8X38/
20B1 W24X68
G - GE1
2"
3"21
2/ "
14'-312/ "
21B4 W8X18
CAP PL14/ x5 x 0'-5"
12B2 W8X18
PL38/ x4 x 0'-6"W/(2) 34/ "ØA325 x 214/ "
PL38/ x4 x 0'-6"W/(2) 34/ "ØA325 x 214/ "
1C1 HSS5X5X14/
![Page 6: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/6.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 07:21:26am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
SUMP PIT LADDER/GRATE
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
E4REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
4"
1'-8"
K
K
1"Ø RUNG
PL38/ x2 12/
PL38/ x2 12/
BENT PL38/ x3 x 0'-7"W/(1) 12/ "ØWEDGE ANCHOR x 4
BENT PL38/ x3 x 0'-7"W/(1) 12/ "ØWEDGE ANCHOR x 4
12A1 L2 X2 X316/
2'-0
"SU
MP
OPE
NIN
G
2'-0"SUMP OPENING
STANDARD 114/ " BAR GRATE
LL
12A1 L2 X2 X316/
2'-0"
STANDARD 114/ " BAR GRATE
L - L
4"
10"
1'-0
"1'
-0"
1'-0
"
2"7'
-4"
6"3'
-0"
3"
7"
)(
PL38/ x2 12/
BENT PL38/ x3 x 0'-7"W/(1) 12/ "ØWEDGE ANCHOR x 4
1"Ø RUNG
BENT PL38/ x3 x 0'-7"
K - K
![Page 7: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/7.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 07:22:02am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
1REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
1C1 COLUMN 1
HSS5X5X1/4 15'-4 1/2"A500-GR.B 1 COLUMN w2
PL1/4x5 0'-5"A36 1 PLATE p11
PL3/4x12 1'-0"A36 1 BASE BP1
PL3/8x4 0'-6"A36 2 BAR b6
1C2 COLUMN 1
HSS5X5X1/4 15'-4 1/2"A500-GR.B 1 COLUMN w2
PL1/4x5 0'-5"A36 1 PLATE p11
PL3/4x12 1'-0"A36 1 BASE BP1
PL3/8x4 0'-6"A36 2 BAR b6
1C3 COLUMN 1
HSS5X5X1/4 15'-4 1/2"A500-GR.B 1 COLUMN w2
PL1/4x5 0'-5"A36 1 PLATE p11
PL3/4x12 1'-0"A36 1 BASE BP1
PL3/8x4 0'-6"A36 2 BAR b6
ONE - COLUMN MARKED - 1C1HSS5X5X1/4 FAB-
TYP
B B
A A14/
TYP
(-2")
15'-5
1 2/ " (H
SS5X
5X1 4/
x 15
'-41 2/ "
)EL
14'-3
1 2/ "
212/ "
3"14
'-111
4/ "R
D
412/ "
3 4/
2"
112/ "
b6 (N/S)
2 - 1316/ " x 1"HORZ. SLOTS
BP1CTR'D
p11CTR'D
1C1
Wes
t
b6 (F/S)
14/TYP
1 4/
2"
412/ "
212/ "
3"14
'-111
4/ "R
D
112/ "
2 - 1316/ " x 1"HORZ. SLOTS
BP1CTR'D
p11CTR'D
1C1
b6 b6
A - A
1'-0"
2" 4" 4" 2"
2"4"
4"2"
1'-0
"
4 - 1 116/ " ø
BP1
1C1 West
B - B
1 8/18/
38/3 8/
p11CTR'D1C1 West
b6
b6
ONE - COLUMN MARKED - 1C2HSS5X5X1/4 FAB-
D - D
3 8/
1 8/
38/18/
b6
b6
p11CTR'D
1C2 West
C - C
1'-0
"
2"4"
4"2"
1'-0"
2"4"4"2"
BP1
1C2 West4 - 1 116/ " ø
C C
D D
14/TYP
14/TYP
(-2")
15'-5
1 2/ " (H
SS5X
5X1 4/
x 15
'-41 2/ "
)
EL14
'-31 2/ "
3 4/
1 4/ 2"
212/ "
3"14
'-111
4/ "R
D
112/ "
412/ "2 - 1316/ " x 1"HORZ. SLOTS
1C2
Wes
t
p11CTR'D
BP1CTR'D
b6 (F/S)
b6 (N/S)
TYP 212/ "
3"14
'-111
4/ "R
D
412/ "
2"2 - 1316/ " x 1"HORZ. SLOTS
1C2
p11CTR'D
BP1CTR'D
b6
b6
ONE - COLUMN MARKED - 1C3HSS5X5X1/4 FAB-
F - F
1 8/
18/
3 8/
38/
b6b6
1C3 Westp11CTR'D
2 - 1316/ " x 1"HORZ. SLOTS
412/ "
2"
TYP
112/ "
1 4/212/ "
3"14
'-111
4/ "R
D
b6b6
1C3
p11CTR'D
BP1CTR'D
E - E
1'-0"
2"4"4"2"
2"4"
4"2"
1'-0
"
4 - 1 116/ " ø
BP1
1C3 West
2 - 1316/ " x 1"HORZ. SLOTS
2"
412/ "
E E
F F
14/TYP
14/TYP
3 4/
EL14
'-31 2/ "
EL-1
'-4"
15'-5
1 2/ " (H
SS5X
5X1 4/
x 15
'-41 2/ "
)(-2
")
212/ "
3"14
'-111
4/ "R
D
b6 (N/S)
b6 (N/S)
1C3
Wes
t
p11CTR'D
BP1CTR'D
![Page 8: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/8.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 07:24:08am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
2REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
2C1 COLUMN 1
HSS5X5X1/4 15'-4 1/2"A500-GR.B 1 COLUMN w2
PL1/4x5 0'-5"A36 1 PLATE p11
PL3/4x12 1'-0"A36 1 BASE BP1
PL3/8x4 0'-6"A36 2 BAR b6
2C2 COLUMN 1
HSS8X8X3/8 28'-2 1/2"A500-GR.B 1 COLUMN w4
PL1 1/4x18 1'-6"A36 1 BASE BP3
PL1/2x4 0'-4"A36 8 STIFF p3
PL1/4x8 0'-8"A36 1 PLATE p9
PL3/8x4 1'-3"A36 2 BAR b1
PL3/8x4 1'-6"A36 2 BAR b3
PL3/8x4 1'-3"A36 2 BAR b5
ONE - COLUMN MARKED - 2C1HSS5X5X1/4 FAB-
B B
A A
14/TYP
15'-5
1 2/ " (H
SS5X
5X1 4/
x 15
'-41 2/ "
)(-2
")
2"
EL14
'-31 2/ "
212/ "
3"14
'-111
4/ "R
D
1 4/3 4/
412/ "
2 - 1316/ " x 1"HORZ. SLOTS p11
CTR'D
BP1CTR'D
2C1
Wes
t
b6 (N/S)b6 (N/S)
A - A
2"4"
4"2"
1'-0
"
1'-0"
2" 4" 4" 2"
4 - 1 116/ " ø
BP1
2C1 West
TYP
14/TYP
412/ "
2"
112/ "
212/ "
3"14
'-111
4/ "R
D
2 - 1316/ " x 1"HORZ. SLOTSp11
CTR'D
BP1CTR'D
2C1
b6 b6
B - B
18/
1 8/
38/
3 8/
p11CTR'D2C1 West
b6b6
ONE - COLUMN MARKED - 2C2HSS8X8X3/8 FAB-
14/14/
Typ
D - D
3 8/1 4/
p9CTR'D2C2 West
b1b1
2"2"
112/ "
28'-4
" (H
SS8X
8X3 8/
x 28
'-21 2/ "
)
3"3"
26'-1
134/ "
3"3"
3"3"
3"
5 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
6 - 1316/ " x 1"HORZ. SLOTS 6 - 1316/ " x 1"
HORZ. SLOTS
b1 (N/S)
b1 (N/S)
b3 (N/S)
b3 (N/S)
2C2
Wes
t
BP3CTR'D
p3 (TYP)
C C
516/ TYP
516/ TYP
112/ "
(-2")
12'-9
3 4/ "R
D3"
3"3"
p9CTR'D
D D
b5 (NS/FS)
EL13
'-7"
EL27
'-6" 6"6"
C - C
3"3"
2"7"
7"2"
1'-6
"
1'-6"
3"3"
7"7"2" 2"4 - 1 516/ " ø2C2 West
BP3p3 (TYP)
14/14/
Typ
2"
6" 6"
2"
TYP
112/ "
b3 (NS/FS)
1 4/
14/
38/
3"3"
3"3"
13'-0
3 4/ "R
D
p9CTR'D
p3 (TYP)
BP3CTR'D
2C2
b5
b5
b1
5 - 1316/ " x 1"HORZ. SLOTS 5 - 1316/ " x 1"
HORZ. SLOTS
![Page 9: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/9.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 07:27:45am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
3REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
3C1 COLUMN 1
HSS8X8X3/8 28'-2 1/2"A500-GR.B 1 COLUMN w4
PL1 1/4x18 1'-6"A36 1 BASE BP3
PL1/2x4 0'-4"A36 8 STIFF p3
PL1/4x8 0'-8"A36 1 PLATE p9
PL3/8x4 1'-3"A36 2 BAR b1
PL3/8x4 1'-6"A36 2 BAR b3
PL3/8x4 1'-3"A36 1 BAR b5
3C2 COLUMN 1
HSS12X8X1/2 28'-6 1/4"A500-GR.B 1 COLUMN w1
PL1 1/2x18 2'-0"A36 1 BASE BP2
PL1/2x5 0'-5"A36 4 STIFF p5
PL1/4x8 1'-0"A36 1 PLATE p8
PL3/8x4 1'-3"A36 1 BAR b1
PL3/8x4 0'-6"A36 1 BAR b6
PL3/8x4 1'-6"A36 1 BAR b7
PL3/8x4 0'-11 1/2"A36 1 PLATE p6
PL3/8x4 1'-2 1/2"A36 1 PLATE p7
ONE - COLUMN MARKED - 3C1HSS8X8X3/8 FAB-
14/14/
Typ
1 4/ 1 4/
3 8/ 3 8/
b1 b1
3C1 West
p9CTR'D
B - B
p9CTR'D
6"
(-2")
28'-4
" (H
SS8X
8X3 8/
x 28
'-21 2/ "
)
EL13
'-7"
EL27
'-6"
26'-1
134/ "
3"3"
3"3"
12'-9
3 4/ "R
D3"
3"3"
3"3"
5 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
6 - 1316/ " x 1"HORZ. SLOTS
6 - 1316/ " x 1"HORZ. SLOTS
BP3CTR'D
p3 (TYP) 3C1
Wes
t
b1 (N/S)
b1 (N/S)
B B2"2"
6"
A A
516/ TYP
516/ TYP
112/ "
112/ "
b3 (N/S)b3 (N/S)
b5 (F/S)
A - A
1'-6"
3" 3"
3"3"
2"7"
7"2"
1'-6
"
7" 2"2" 7"4 - 1 516/ " ø
p3 (TYP)BP3
3C1 West
6"
5 - 1316/ " x 1"HORZ. SLOTS
2"
14/14/
Typ
TYP
112/ "
b1 (NS/FS)
b3 (NS/FS)
38/
4"
14/
1 4/
3"3"
3"3"
13'-0
3 4/ "R
D
b5
3C1
BP3CTR'D
p3 (TYP)
p9CTR'D
ONE - COLUMN MARKED - 3C2HSS12X8X1/2 FAB-
212/ "
b1 (F/S)
p8CTR'D
2"
516/ TYP
516/ TYP
112/ "
E E
D D
28'-8
" (H
SS12
X8X
1 2/ x
28'-6
1 4/ ")
3"3"
3"13
'-11 2/ "
RD
3"3"
27'-3
1 2/ "3"
3"3"
3"3"
1 4/
112/ "
812/ " 8"
114/ "
5 - 1316/ " x 1"HORZ. SLOTS
6 - 1316/ " x 1"HORZ. SLOTS
4 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
3C2
Sout
h
BP2CTR'D
p7 (F/S)
b7 (F/S)
b6 (F/S)
p6 (F/S)
114/ "
p5 (NS/FS)(-2
")
EL13
'-7"
EL27
'-6"
E - E14/14/
Typ
3 16/
3 8/
1 8/3 8/
3C2 South
p8p6b1
112/ "
14'-2
"R
D3"
b6
14/TYP
b1
6"
TYP
p5 (NS/FS)
2"
38/
316/
5"
316/
p6
b7
p8
BP2CTR'D
3C2
2 - 1316/ " x 1"HORZ. SLOTS
D - D
3"3"
3" 9" 9" 3"
2'-0"
212/ "
612/ "
212/ "
612/ "
1'-6
"
BP2
3C2 South
p5 (TYP)
4 - 1 916/ " ø
![Page 10: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/10.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 07:48:09am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
4REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
4C1 COLUMN 1
HSS12X8X1/2 28'-6 1/4"A500-GR.B 1 COLUMN w1
PL1 1/2x18 2'-0"A36 1 BASE BP2
PL1/2x5 0'-5"A36 4 STIFF p5
PL1/4x8 1'-0"A36 1 PLATE p8
PL3/8x4 1'-3"A36 1 BAR b1
PL3/8x4 0'-6"A36 1 BAR b6
PL3/8x4 1'-6"A36 1 BAR b7
PL3/8x4 0'-11 1/2"A36 1 PLATE p6
PL3/8x4 1'-2 1/2"A36 1 PLATE p7
4C2 COLUMN 1
HSS12X8X1/2 28'-6 1/4"A500-GR.B 1 COLUMN w1
PL1 1/2x18 2'-0"A36 1 BASE BP2
PL1/2x5 0'-5"A36 4 STIFF p5
PL1/4x8 1'-0"A36 1 PLATE p8
PL3/8x4 1'-3"A36 1 BAR b1
PL3/8x4 0'-6"A36 1 BAR b6
PL3/8x4 1'-6"A36 1 BAR b7
PL3/8x4 0'-11 1/2"A36 1 PLATE p6
PL3/8x4 1'-2 1/2"A36 1 PLATE p7
ONE - COLUMN MARKED - 4C1HSS12X8X1/2 FAB-
B - B
3 8/
3 16/
3 8/
1 8/
p6 b1
p8CTR'D4C1 South
14'-2
"R
D3"
TYP
316/38/
112/ "
2"
5"
4C1
p5 (TYP)
p8CTR'D
BP2CTR'D
b6
b7
b1
2 - 1316/ " x 1"HORZ. SLOTS
A - A
3"3"
212/ "
612/ "
612/ "
212/ "
3"9" 9"3"
2'-0"
1'-6
"
4 - 1 916/ " ø
p5 (TYP)
4C1 South
BP2
b6 (N/S)
5 - 1316/ " x 1"HORZ. SLOTS
14/TYP
212/ " 2"
114/ "
18/38/
112/ "
A A
B B
516/ TYP
516/ TYP
112/ "
812/ " 8"
1 4/EL27
'-6"
EL13
'-7"
28'-8
" (H
SS12
X8X
1 2/ x
28'-6
1 4/ ")
(-2")
13'-1
1 2/ "R
D3"
3"3"
3"3"
27'-3
1 2/ "3"
3"3"
3"3"
114/ "
6 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
4 - 1316/ " x 1"HORZ. SLOTS
p5 (TYP)
4C1
Sout
h
p8CTR'D
BP2CTR'D
b7 (F/S)
p7 (F/S)
p6 (F/S)
b1 (F/S)
ONE - COLUMN MARKED - 4C2HSS12X8X1/2 FAB-
D - D
3 8/ 3 8/
1 8/
3 16/
p6
b1
p8CTR'D
4C2 South
C - C
1'-6
"
2'-0"
9"3" 3"9"
612/ "
212/ "
612/ "
212/ "
3"3"
p5 (TYP)
4C2 South
BP2
4 - 1 916/ " ø
6"
TYP
2"
316/
38/
112/ "
5"
3"14
'-2"
RD
2 - 1316/ " x 1"HORZ. SLOTS
b1
p6
b7
p7 b6
p8CTR'D
BP2CTR'D
4C2
p5 (TYP)
p8CTR'D
212/ "
812/ "8"
2"
C C
D D
516/ TYP
516/ TYP
14/TYP
114/ "
114/ "
28'-8
" (H
SS12
X8X
1 2/ x
28'-6
1 4/ ")
3"3"
3"3"
3"3"
27'-3
1 2/ "3"
3"3"
3"13
'-11 2/ "
RD
5 - 1316/ " x 1"HORZ. SLOTS
4 - 1316/ " x 1"HORZ. SLOTS
6 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
b1 (F/S)
p6 (F/S)
b7 (F/S)p7 (F/S)
b6 (N/S)
BP2CTR'D
4C2
Sou
th
p5 (TYP)
(-2")
112/ "
18/
38/
112/ "
1 4/EL27
'-6"
EL13
'-7"
![Page 11: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/11.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 07:52:12am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
5REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
5C1 COLUMN 1
HSS12X8X1/2 28'-6 1/4"A500-GR.B 1 COLUMN w1
PL1 1/2x18 2'-0"A36 1 BASE BP2
PL1/2x5 0'-5"A36 4 STIFF p5
PL1/4x8 1'-0"A36 1 PLATE p8
PL3/8x4 1'-3"A36 1 BAR b1
PL3/8x4 0'-6"A36 1 BAR b6
PL3/8x4 1'-6"A36 1 BAR b7
PL3/8x4 0'-11 1/2"A36 1 PLATE p6
PL3/8x4 1'-2 1/2"A36 1 PLATE p7
5C2 COLUMN 1
HSS12X8X1/2 28'-6 1/4"A500-GR.B 1 COLUMN w1
PL1 1/2x18 2'-0"A36 1 BASE BP2
PL1/2x5 0'-5"A36 4 STIFF p5
PL1/4x8 1'-0"A36 1 PLATE p8
PL3/8x4 1'-3"A36 1 BAR b1
PL3/8x4 1'-9"A36 1 BAR b2
PL3/8x4 0'-9"A36 1 BAR b4
PL3/8x4 1'-2 1/2"A36 1 PLATE p7
PL3/8x4 1'-5 1/2"A36 1 PLATE p16
ONE - COLUMN MARKED - 5C1HSS12X8X1/2 FAB-
A - A
2'-0"
1'-6
"
612/ "
212/ "
212/ "
612/ "
9" 9"3" 3"
BP2
5C1 South
p5 (TYP)
4 - 1 916/ " ø
B - B
3 8/ 3 8/
3 16/ 1 8/
p6
b1
p8CTR'D
5C1 South
6"
2"
TYP
14/TYP
112/ "
5"
316/
14'-2
"R
D3"
38/
2 - 1316/ " x 1"HORZ. SLOTS
p5
5C1
p5 (TYP)
p8CTR'D
BP2CTR'D
b1
p6
b6
b7
p7
B B
p8CTR'D
212/ "2"
A A
516/ TYP
516/ TYP
114/ "
114/ "
3"3"
3"3"
27'-3
1 2/ "3"
3"3"
3"3"
28'-8
" (H
SS12
X8X
1 2/ x
28'-6
1 4/ ")
(-2")
112/ "
5 - 1316/ " x 1"HORZ. SLOTS 4 - 1316/ " x 1"
HORZ. SLOTS
6 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
5C1
Sout
h
BP2CTR'D
p6 (F/S)
b6 (F/S)
b7 (F/S)
p7 (F/S)112/ "
13'-1
1 2/ "R
D
b1 (F/S)812/ "8"
1 4/EL27
'-6"
EL13
'-7"
3"
ONE - COLUMN MARKED - 5C2HSS12X8X1/2 FAB-
2" 212/ "
C C
516/ TYP
28'-8
" (H
SS12
X8X
1 2/ x
28'-6
1 4/ ")
114/ "
3"3"
3"3"
3"27
'-31 2/ "
3"3"
3"3"
3"
112/ "
6 - 1316/ " x 1"HORZ. SLOTS
7 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
p16 (N/S)
b2 (N/S)b4 (F/S)
b1 (N/S)
p7 (N/S)
BP2CTR'D
5C2
Wes
t
p5 (TYP)
516/ TYP
(-2")
112/ "
12'-1
012/ "
RD
3"
D D
p8CTR'D
14/TYP
EL13
'-7"
EL27
'-6"
1 4/
8" 812/ "
b2
p16
6"
TYP
14/38/
2"
5"
112/ "
13'-1
012/ "
RD
3"3"
p55C2
p8CTR'D
BP2CTR'D
p7
b1
b4
3 - 1316/ " x 1"HORZ. SLOTS
C - C
2'-0"
3"3"
1'-6
"
612/ "
612/ "
212/ "
212/ "
3" 9" 9" 3"
BP2
5C2 West
p5 (TYP)
4 - 1 916/ " ø
D - D
3 16/
3 8/
3 16/3 8/
5C2 Westp7
b1
p8CTR'D
![Page 12: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/12.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 07:55:19am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
6REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
6C1 COLUMN 1
HSS12X8X1/2 28'-6 1/4"A500-GR.B 1 COLUMN w1
PL1 1/2x18 2'-0"A36 1 BASE BP2
PL1/2x5 0'-5"A36 4 STIFF p5
PL1/4x8 1'-0"A36 1 PLATE p8
PL3/8x4 1'-3"A36 1 BAR b1
PL3/8x4 1'-9"A36 1 BAR b2
PL3/8x4 1'-3"A36 1 BAR b8
PL3/8x4 1'-2 1/2"A36 1 PLATE p7
PL3/8x4 1'-5 1/2"A36 1 PLATE p16
6C2 COLUMN 1
HSS12X8X1/2 28'-6 1/4"A500-GR.B 1 COLUMN w1
PL1 1/2x18 2'-0"A36 1 BASE BP2
PL1/2x5 0'-5"A36 4 STIFF p5
PL1/4x8 1'-0"A36 1 PLATE p8
PL3/8x4 1'-3"A36 1 BAR b1
PL3/8x4 1'-6"A36 1 BAR b3
PL3/8x4 1'-3"A36 1 BAR b8
PL3/8x4 1'-2 1/2"A36 1 PLATE p7
PL3/8x4 1'-5 1/2"A36 1 PLATE p16
ONE - COLUMN MARKED - 6C1HSS12X8X1/2 FAB-
2"212/ "B B
A A
516/ TYP
28'-8
" (H
SS12
X8X
1 2/ x
28'-6
1 4/ ")
112/ "
112/ "
12'-1
012/ "
RD
3"3"
3"3"
3"3"
27'-3
1 2/ "3"
3"3"
3"3"
5 - 1316/ " x 1"HORZ. SLOTS 5 - 1316/ " x 1"
HORZ. SLOTS
6 - 1316/ " x 1"HORZ. SLOTS
7 - 1316/ " x 1"HORZ. SLOTS
p5 (TYP) 6C1
Wes
t
BP2CTR'D
p7 (N/S)
b1 (N/S)
p16 (N/S)
b2 (N/S)b8 (F/S)
516/ TYP
(-2")
114/ "
p8CTR'D
EL13
'-7"
EL27
'-6"
1 4/
812/ " 8"11
4/ "
B - B
3 8/
3 16/3 16/
3 8/
6C1 West
p8CTR'D
p7 b1
6"
2"
TYP
14/TYP
112/ "
5"
38/
3"3"
3"3"
13'-4
1 2/ "R
D
b8
b2
p16
b1
p7
p8CTR'D
BP2CTR'D
6C1
p5
5 - 1316/ " x 1"HORZ. SLOTS
A - A
3" 9" 9" 3"
2'-0"
1'-6
"
3"3"
612/ "
212/ "
212/ "
612/ "
BP2
6C1 West
p5
4 - 1 916/ " ø
ONE - COLUMN MARKED - 6C2HSS12X8X1/2 FAB-
b1 (N/S)
2"
p8CTR'D
212/ "
112/ "
112/ "
516/ TYP
28'-8
" (H
SS12
X8X
1 2/ x
28'-6
1 4/ ")
3"3"
3"3"
3"3"
13'-1
1 2/ "R
D3"
3"3"
27'-3
1 2/ "3"
6 - 1316/ " x 1"HORZ. SLOTS
6 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
p5 (TYP) 6C2
Wes
t
BP2CTR'D
b8 (N/S)
b3 (N/S)
p16 (N/S)
p7 (N/S)
114/ "
516/ TYP
(-2")
114/ "
14/TYP
EL13
'-7"
EL27
'-6"
1 4/
8"812/ "
C - C
3"9"9"3"2'-0"
212/ "
612/ "
612/ "
212/ "
1'-6
" 3"3"
BP2
6C2 West
p5 (TYP)
4 - 1 916/ " ø
6"
b82"
TYP
5"
14/
112/ "
38/
13'-4
1 2/ "R
D3"
3"3"
3"
b1
p7
p16
b3
BP2CTR'D
p8CTR'D
6C2
p5 (TYP)
5 - 1316/ " x 1"HORZ. SLOTS
D - D
3 8/ 3 8/
3 16/ 3 16/
6C2 Westp8CTR'D
p7 b1
![Page 13: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/13.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 07:58:14am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
7REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
7C1 COLUMN 1
HSS12X8X1/2 28'-6 1/4"A500-GR.B 1 COLUMN w1
PL1 1/2x18 2'-0"A36 1 BASE BP2
PL1/2x5 0'-5"A36 4 STIFF p5
PL1/4x8 1'-0"A36 1 PLATE p8
PL3/8x4 1'-3"A36 1 BAR b1
PL3/8x4 1'-6"A36 1 BAR b3
PL3/8x4 1'-3"A36 1 BAR b8
PL3/8x4 1'-2 1/2"A36 1 PLATE p7
PL3/8x4 1'-5 1/2"A36 1 PLATE p17
7C2 COLUMN 1
HSS8X8X3/8 28'-6 1/2"A500-GR.B 1 COLUMN w3
PL1 1/4x18 1'-6"A36 1 BASE BP3
PL1/2x4 0'-4"A36 8 STIFF p3
PL1/4x8 0'-8"A36 1 PLATE p9
PL3/8x4 1'-2 1/2"A36 2 PLATE p7
PL3/8x4 0'-11 1/2"A36 1 PLATE p15
PL3/8x4 1'-5 1/2"A36 1 PLATE p17
ONE - COLUMN MARKED - 7C1HSS12X8X1/2 FAB-
p17 (N/S)
212/ "
p8CTR'D
2"
B B
A A
516/ TYP
516/ TYP
28'-8
" (H
SS12
X8X
1 2/ x
28'-6
1 4/ ")
27'-3
1 2/ "3"
3"3"
3"3"
13'-1
1 2/ "R
D3"
3"3"
114/ "
112/ "
6 - 1316/ " x 1"HORZ. SLOTS 6 - 1316/ " x 1"
HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
7C1
Wes
t
BP2CTR'D
b8 (N/S)
b3 (N/S)
b1 (N/S) p7 (N/S)
(-2")
112/ "
812/ "8"
EL27
'-6"
EL13
'-7"
316/38/
3"3"
A - A
3"3"
2'-0"
1'-6
"
3" 9" 9" 3"
212/ "
612/ "
612/ "
212/ "
BP2
7C1 West
p5 (TYP)
4 - 1 916/ " ø
6"
2"
5 - 1316/ " x 1"HORZ. SLOTS
TYP
14/TYP
112/ "
14/5"
1 4/
3"3"
3"13
'-41 2/ "
RD
3"
38/
p7
b1
p17
b3
b8
p8CTR'D
BP2CTR'D
7C1
p5 p5
B - B
3 16/3 8/3 8/
3 16/
7C1 West
p8CTR'D
b1
p7
ONE - COLUMN MARKED - 7C2HSS8X8X3/8 FAB-
C C
212/ "
612/ " 5 - 1316/ " x 1"HORZ. SLOTS
D D
p9CTR'D
28'-8
" (H
SS8X
8X3 8/
x 28
'-61 2/ "
)
EL27
'-6"
1 4/
114/ "
13'-1
3 4/ "R
D3"
3"3"
3"3"
27'-3
3 4/ "3"
3"3"
3"3"
p17 (N/S)
p15 (F/S)
p7 (N/S)
6 - 1316/ " x 1"HORZ. SLOTS
p7 (F/S)
7C2
Wes
t
BP3CTR'D
p3 (TYP) 516/ TYP
516/ TYP
114/ "
(-2")
38/
316/
EL13
'-7"
D - D
18/
3 8/3 16/
38/p15
p7
7C2 West
p9CTR'D
612/ "
212/ "
TYP
114/ "
4"
114/ "
3"3"
13'-4
3 4/ "R
D3"
3"27
'-63 4/ "
3"3"
3"3"
316/
38/
p3 (TYP)
p9CTR'D
BP3CTR'D
7C2
p7
p7
p15
5 - 1316/ " x 1"HORZ. SLOTS
p17
4 - 1316/ " x 1"HORZ. SLOTS
14/TYP
C - C
1'-6
"
2"7"
7"2"
2"7"7"2"
3"3"
3"3"p3 (TYP)
BP3
7C2 West
4 - 1 516/ " ø
![Page 14: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/14.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:02:05am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
8REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
8C1 COLUMN 1
HSS8X8X3/8 28'-6 1/2"A500-GR.B 1 COLUMN w3
PL1 1/4x18 1'-6"A36 1 BASE BP3
PL1/2x4 0'-4"A36 8 STIFF p3
PL1/4x8 0'-8"A36 1 PLATE p9
PL3/8x4 1'-2 1/2"A36 2 PLATE p7
PL3/8x4 0'-11 1/2"A36 1 PLATE p15
PL3/8x4 1'-5 1/2"A36 1 PLATE p16
8C2 COLUMN 1
HSS8X8X3/8 28'-6 1/2"A500-GR.B 1 COLUMN w3
PL1 1/4x18 1'-6"A36 1 BASE BP3
PL1/2x4 0'-4"A36 8 STIFF p3
PL1/4x8 0'-8"A36 1 PLATE p9
PL3/8x4 0'-11 1/2"A36 1 PLATE p6
PL3/8x4 1'-2 1/2"A36 2 PLATE p7
PL3/8x4 1'-5 1/2"A36 1 PLATE p16
ONE - COLUMN MARKED - 8C1HSS8X8X3/8 FAB-
A - A
3"3"
3" 3"
1'-6"
1'-6
"
2" 2"7"7"
7"2"
2"7"
4 - 1 516/ " ø
p3 (TYP)
BP3
8C1 West
B - B
38/
3 16/3 8/
18/
8C1 Westp9CTR'D
p15
p7
212/ "
114/ "
612/ "
38/
316/
4"
13'-4
3 4/ "R
D3"
3"3"
3"27
'-63 4/ "
3"3"
3"3"
114/ "
4 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
p3 (TYP)
BP3CTR'D
8C1
p9CTR'D
p15
p7
p16
p7
212/ "
TYP
516/ TYP
516/ TYP
28'-8
" (H
SS8X
8X3 8/
x 28
'-61 2/ "
)
38/
114/ "
3"3"
3"3"
3"3"
27'-3
3 4/ "3"
3"3"
3"13
'-13 4/ "
RD
5 - 1316/ " x 1"HORZ. SLOTS
6 - 1316/ " x 1"HORZ. SLOTS
p3 (TYP)
BP3CTR'D
8C1
Wes
t
p9CTR'D
p15 (F/S)p7 (N/S)
p16 (N/S)
p7 (F/S)
A A
316/
(-2")
B B
14/TYP
114/ "
1 4/EL27
'-6"
EL13
'-7"
612/ "
ONE - COLUMN MARKED - 8C2HSS8X8X3/8 FAB-
D - D
3 8/
3 16/
38/18/
p9
p7p6
212/ "
612/ "
TYP
C C
D D
516/TYP516/ TYP
14/TYP
(-2")
28'-8
" (H
SS8X
8X3 8/
x 28
'-61 2/ "
)
EL13
'-7"
EL27
'-6"
1 4/
38/
316/
3"3"
3"3"
3"27
'-33 4/ "
3"3"
3"3"
3"13
'-13 4/ "
RD
114/ "
114/ "
p16 (N/S)
5 - 1316/ " x 1"HORZ. SLOTS
6 - 1316/ " x 1"HORZ. SLOTS
p7 (N/S)
p6 (N/S)
p7 (N/S)
8C2
Wes
t
p9CTR'D
BP3CTR'D
p3 (TYP)
C - C
3"3"1'
-6"
2"7"
7"2"
1'-6"
3" 3"
2"7" 7"2"
4 - 1 516/ " ø
8C2 West
BP3
p3 (TYP)
212/ "
4"
316/
38/
612/ "
114/ "
3"3"
3"3"
27'-6
3 4/ "3"
3"13
'-43 4/ "
RD
3"3"
114/ "
p3 (TYP)
BP3CTR'D
p9CTR'D
8C2
p7
p6
p7
p16
4 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
![Page 15: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/15.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:04:19am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
9REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
9C1 COLUMN 1
HSS8X8X3/8 28'-6 1/2"A500-GR.B 1 COLUMN w3
PL1 1/4x18 1'-6"A36 1 BASE BP3
PL1/2x4 0'-4"A36 8 STIFF p3
PL1/4x8 0'-8"A36 1 PLATE p9
PL3/8x4 0'-11 1/2"A36 1 PLATE p6
PL3/8x4 1'-2 1/2"A36 2 PLATE p7
PL3/8x4 1'-5 1/2"A36 1 PLATE p17
9T1 TUBE 1
HSS6X6X1/4 5'-1 11/16"A500-GR.B 1 TUBE s1
L3X3X5/16 0'-2 1/2"A36 4 ANGLE ay1
PL1/4x6 1/4 0'-7 1/2"A36 1 PLATE p22
9T2 TUBE 1
HSS6X6X1/4 5'-1 3/4"A500-GR.B 1 TUBE s1
L3X3X5/16 0'-2 1/2"A36 4 ANGLE ay1
PL1/4x6 1/4 0'-7 1/2"A36 1 PLATE p22
ONE - COLUMN MARKED - 9C1HSS8X8X3/8 FAB-
B - B
3 16/3 8/
18/38/
p7
p6
p9
612/ "
212/ "
TYP
A A
B B
516/ TYP
516/ TYP
28'-8
" (H
SS8X
8X3 8/
x 28
'-61 2/ "
)
EL13
'-7"
EL27
'-6"
3"3"
3"3"
3"27
'-33 4/ "
13'-1
3 4/ "R
D3"
3"3"
3"3"
6 - 1316/ " x 1"HORZ. SLOTS
5 - 1316/ " x 1"HORZ. SLOTS
p9CTR'D
BP3CTR'D
p3 (TYP) 9C1
Wes
t
p6 (N/S)
p7 (N/S)
p17 (N/S)
p7 (N/S)
14/TYP
114/ "
38/
316/
(-2")
114/ "
3"3"
13'-4
3 4/ "R
D3"
3"27
'-63 4/ "
3"3"
3"3"
4 - 1316/ " x 1"HORZ. SLOTS
612/ "
212/ "
114/ "
114/ "
38/
316/
14/
38/
4"
p7
p17
p7
p6
9C1
BP3CTR'D
p9CTR'D
p3 (TYP)
5 - 1316/ " x 1"HORZ. SLOTS
A - A
1'-6
"
1'-6"
2" 2"7"7"
2"7"
7"2"
3"3"
3"3"
4 - 1 516/ " ø
p3 (TYP)
BP3
9C1 West
ONE - TUBE MARKED - 9T1HSS6X6X1/4 FAB-
ay1
ay1
14/Typ
ay1
178/ "
478/ "
478/ "
4'-8516/ "RD
478/ "
478/ "
14/
ay1
9T1
p22
4- ay1 (NS/FS)934/ " C/C
114/ " TY
P
C
C
12/TYP
14/
5'-21116/ " (HSS6X6X14/ x 5'-11116/ ")
4'-81316/ "RD
9T1
p22 (N/S)
C - C
9T1
1 8/
218/ " 234/ "
234/ "334/ "1"
278/ "
218/ "
378/ "
318/ "
p22
1 - 1316/ " x 1"HORZ. SLOTS
2 - 1316/ " x 1"DIAG. SLOTS
ONE - TUBE MARKED - 9T2HSS6X6X1/4 FAB-
1" 334/ " 234/ "
2 - 1316/ " x 1"DIAG. SLOTS
218/ " 234/ "
D - D
p22
1 8/
278/ "
218/ "
378/ "
3"
9T2
1 - 1316/ " x 1"HORZ. SLOTS
14/Typ
ay1
178/ "
14/3'-538/ "RD
478/ "
478/ "
478/ "
478/ "
9T2
p22
ay1
ay1ay1
114/ " TY
PEL13
'-51 2/ "
4- ay1 (NS/FS)934/ " C/C
12/TYP D
D14/TYP
5'-234/ " (HSS6X6X14/ x 5'-134/ ")
14/
9T2 p22 (N/S)
![Page 16: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/16.jpg)
04/10/08
1OPL1 HAS BEEN DELETED
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:17:03am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
10REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
10B1 BEAM 1
L3X3X5/16 0'-11 1/2"A36 4 ANGLE ay4
W18X35 31'-7 9/16"A992 1 BEAM w58
10PL2 PLATE 10
PL1/4x1 1'-7"A36 10 PLATE 10PL2
10T1 TUBE 1
HSS6X6X1/4 7'-11 5/8"A500-GR.B 1 TUBE s2
L3X3X5/16 0'-2 1/2"A36 4 ANGLE ay1
PL1/4x6 1/4 0'-7 1/2"A36 1 PLATE p27
10T2 TUBE 1
HSS6X6X1/4 7'-11 5/8"A500-GR.B 1 TUBE s2
L3X3X5/16 0'-2 1/2"A36 4 ANGLE ay1
PL1/4x6 1/4 0'-7 1/2"A36 1 PLATE p27
ONE - TUBE MARKED - 10T1HSS6X6X1/4 FAB-
p27
1 8/
A - A
234/ " 218/ "158/ "
1"
278/ "
218/ "
3"
3 78/ "
10T1
1 - 1316/ " x 1"HORZ. SLOTS
2 - 1316/ " x 1"DIAG. SLOTS
178/ "
478/ "
478/ "
ay1
ay1
14/14/
Typ
14/7'-2516/ "RD 8'-018/ "
478/ "
478/ "
ay1
ay1
10T1
p27
3"
ay1 (NS/FS)934/ " C/C GOL 178/ "
14/3 SIDES
12/TYP
A
A
ay1 (NS/FS)934/ " C/C GOL 178/ "EL
13'-5
1 2/ "
8'-058/ " (HSS6X6X14/ x 7'-1158/ ")
p27 (F/S)
10T1
ONE - TUBE MARKED - 10T2HSS6X6X1/4 FAB-
14/3 SIDESay1 (NS/FS)
934/ " C/C GOL 178/ "
12/TYP
B
B
ay1 (NS/FS)934/ " C/C GOL 178/ "
8'-058/ " (HSS6X6X14/ x 7'-1158/ ")
EL13
'-51 2/ "
3"
10T2 p27 (F/S)
ay1
178/ "
478/ "
478/ "
14/14/
Typ
8'-018/ "3'-1516/ "RD14/
478/ "
478/ "
10T2
ay1
p27 ay1
ay1
p27
1 8/
234/ " 218/ "158/ "
1"
278/ "
218/ "
3"
3 78/ " 2 - 1316/ " x 1"
DIAG. SLOTS
10T21 - 1316/ " x 1"HORZ. SLOTS
B - B
1"
14/
14/
1'-6"
1"
10PL2
ONE - BEAM MARKED - 10B1W18X35 FAB-
10 - PLATES MARKED - 10PL2PL1/4"x1" FAB-
ay4 (NS/FS)ay4 (NS/FS)
14/3 SIDES
12/12/
(-316/ ) 31'-8916/ " (W18X35 x 31'-7916/ ") (-14/ )
EL13
'-7"
3"3"
3"3"
3"3"
3"3"
338/ " 414/ "
138/ "
TYP
10B1
![Page 17: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/17.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:22:10am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
11REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
11B1 BEAM 1
L5X3-1/2X1/4 26'-1"A36 1 ANGLE a9
W24X55 28'-9"A992 1 BEAM w7
11B2 BEAM 1
L5X3-1/2X1/4 26'-1"A36 1 ANGLE a9
W24X55 28'-9"A992 1 BEAM w59
11B3 BEAM 1
L5X3-1/2X1/4 14'-11 1/2"A36 1 ANGLE a11
W24X55 14'-11"A992 1 BEAM w8
ONE - BEAM MARKED - 11B1W24X55 FAB-
2"@12"14/ 2"@12"
Typ
3"3"
3"3"
3"3"
EL13
'-7"
3"3"
3"3"
3"3"
3"3"
3"3"
W24X55 x 28'-9"(5") (634/ )
4" 21'-8"112/ "RD
28'-712/ "27'-5"4"1'-4" 6'-8" 4" 14'-2"
a9 (N/S)
11B1
5" 112/ "
a9
11B1
ONE - BEAM MARKED - 11B2W24X55 FAB-
112/ "5"
a911B2
EL13
'-7"
3"3"
3"3"
W24X55 x 28'-9"(-5") (-7")
3"3"
3"3"
3"3"
3"3"
3"3"
3"3"
3"3"
3"3"
3"3"
3"3"
28'-712/ "27'-5"4"21'-8"4"14'-2"4"6'-8"1'-4"RD
a9 (F/S)
11B2
2"@12"14/ 2"@12"
Typ
ONE - BEAM MARKED - 11B3W24X55 FAB-
2"@12"14/ 2"@12"
Typ
14/
EL13
'-7"
14/
14'-1112/ " (W24X55 x 14'-11")(-414/ ) (-614/ )
3"3"
3"3"
3"3"
112/ "RD
7'-312/ " 4" 14'-912/ "
3"3"
3"3"
3"3"
3"3"
3"3"
3"
a11 (F/S)
11B3
5" 312/ "
15'-0"
a11
11B3
![Page 18: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/18.jpg)
04/10/08
2
2
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:23:11am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
12REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
12A1 ANGLE 1
L2 X2 X3/16 2'-0"A36 1 ANGLE 12A1
12A2 ANGLE 2
L3X3X3/8 3'-11"A36 2 ANGLE 12A2
12B1 BEAM 1
L5X3-1/2X1/4 27'-4 3/4"A36 1 ANGLE a13
L6 X4 X3/8 1'-8 3/4"A36 1 ANGLE a44
W24X55 30'-5"A992 1 BEAM w9
12B2 BEAM 1
PL5/16x5 1/2 0'-6"A36 1 PLATE p38
W8X18 5'-3 11/16"A992 1 BEAM w46
ONE - BEAM MARKED - 12B1W24X55 FAB-
112/ "
5"
a44a13
12B1
A
A
2"@12"14/ 2"@12"
Typ
W24X55 x 30'-5"(-7") (-5")
3"3"
3"3"
3"3"
3"3"
3"3"
3"3"
3"3"
29'-1" 30'-312/ "112/ "RD
4'-5" 4" 9'-3" 4" 14'-11" 4" 22'-9" 4"
3"1'-414/ "RD
34/
438/ "
2 - 1316/ "a44 (N/S) a13 (N/S)
12B1EL13
'-7"
3"3"
3"
3"3"
ONE - BEAM MARKED - 12B2W8X18 FAB-
14/Typ
p38
B
B
4"4'-4"112/ "RD
3"21
2/ "
W8X18 x 5'-31116/ "
3"21
2/ "EL14
'-31 2/ "
12B2
5'-2"3'-8"1'-8"2"RD13
8/ "13
8/ " 12B2 p38
5 - 916/ "
B - B
2 - 1316/ " øp38
14/Typ
112/ " 112/ "
5"
12B2
TWOONE - ANGLE MARKED - 12A1
L2"X2"X3/16" FAB-
L2 X2 X316/ x 2'-0"
1'-10"2"RD
1'-0"
118/ "
12A1 3 - 916/ "
2 - ANGLES MARKED - 12A2L3X3X3/8 FAB-
3'-834/ "318/ "
158/ "RD
134/ "
112/ "
L3X3X38/ x 3'-11"
12A21 - 1316/ " x 1"HORZ. SLOTS
2 - 1316/ " x 1"HORZ. SLOTS
a44
438/ "
A - A
5"
12B1
![Page 19: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/19.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:27:57am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
13REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
13B1 BEAM 1
C6X10.5 1'-6 9/16"A36 2 CHANNEL w52
L5X3-1/2X1/4 31'-3 1/2"A36 1 ANGLE a15
PL1/4x4 0'-5 1/2"A36 2 PLATE p26
W24X76 31'-3"A992 1 BEAM w25
13B2 BEAM 1
L5 X5 X1/4 7'-6 3/4"A36 1 ANGLE a32
L5X3-1/2X1/4 27'-4 3/4"A36 1 ANGLE a14
L6 X4 X3/8 1'-8 3/4"A36 1 ANGLE a43
L6 X4 X3/8 1'-8 3/4"A36 1 ANGLE a45
W24X62 30'-5"A992 1 BEAM w26
13B3 BEAM 2
L5X3-1/2X1/4 20'-1"A36 2 ANGLE a10
W18X40 22'-9"A992 2 BEAM w27
ONE - BEAM MARKED - 13B1W24X76 FAB-
A - A
14/Typ
2 - 1316/ " x 1"HORZ. SLOTS
1"
1 - 1316/ " x 1"DIAG. SLOTS
14/Typ
2"@12"14/ 2"@12"
Typ
3"
5"
4"
134/ "212/ "
EL13
'-5"
12"
12"
5"11
"
p26
a1513B1
w52
1 - 1316/ " x 1"HORZ. SLOTS
A
A
14/EL
13'-7
"15'-512/ "4" 31'-112/ "4"23'-612/ "4"7'-412/ "112/ "
RD3"15'-8"
22'-1012/ "
26'-1012/ "22'-1012/ "
31'-312/ " (W24X76 x 31'-3")(-614/ ) (-614/ )
3"3"
3"3"
3"3"
14/
3"3"
3"3"
3"3"
3"3"
3"3"
a15 (F/S)
13B1
w52
w52
p26 (N/S) p26 (N/S)
312/ "
3"3"
3"3"
4" 4"
1'-6
9 16/"
26'-1012/ "
ONE - BEAM MARKED - 13B2W24X62 FAB-
B - B
2"@12"316/ 2"@12"
2"@ENDS
5"5"
a45
13B2
a43
3"3"
3"3"
3"3"
a32
14/1'-8" 9'-3" 29'-1"
1'-312/ "
3"3"
3"3"
EL13
'-7"
W24X62 x 30'-5"(-7") (-5")
3"3"
3"3"
34/
4"22'-9"4" 30'-312/ "14'-11"4"9'-3"112/ "RD
13B2
3"
a43 (F/S)
B
B
a45 (N/S)
3"3"
3"3"
3"3"
a14 (F/S)
C
C
3"3"
3"3"
2 - BEAMS MARKED - 13B3W18X40 FAB-
5"
2"
13B3
a10
W18X40 x 22'-9"(-5") (-7")
2"@12"14/ 2"@12"
Typ
EL13
'-7"
3"3"
3"3"
3"
22'-712/ "112/ "RD
1'-4" 21'-5"
3"3"
3"3"
3"
13B3
a10 (F/S)
C - C
2"@12"14/ 2"@12"
Typ
5"5"a14
13B2
a32
![Page 20: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/20.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:35:05am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
14REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
14B1 BEAM 2
PL5/16x5 1/2 0'-6"A36 2 PLATE p38
W8X18 5'-3 11/16"A992 2 BEAM w48
14B2 BEAM 1
PL5/16x5 1/2 0'-6"A36 1 PLATE p38
W8X18 5'-3 11/16"A992 1 BEAM w49
14B3 BEAM 1
L3X3X5/16 0'-11 1/2"A36 2 ANGLE a20
L3X3X5/16 0'-8 1/2"A36 2 ANGLE ay3
W16X26 31'-7 1/2"A992 1 BEAM w32
14B4 BEAM 1
L3X3X5/16 0'-11 1/2"A36 2 ANGLE a20
L3X3X5/16 0'-11 1/2"A36 2 ANGLE ay4
W18X35 31'-7 1/2"A992 1 BEAM w11
2 - BEAMS MARKED - 14B1W8X18 FAB-
14/TYP
p38
112/ "RD
4'-4" 4"
A
A
EL1
4'-3
1 2/ "
3"21
2/ "
3"21
2/ "
W8X18 x 5'-31116/ "
14B1
138/ "
138/ "
2"RD
1'-8" 3'-8" 5'-2"
6 - 916/ " p3814B1
14/TYP
2 - 1316/ " ø112/ " 112/ "
5"
p38
14B1
A - A
ONE - BEAM MARKED - 14B2W8X18 FAB-
p38
14/TYP112/ "
RD4'-4" 4"
3"21
2/ "
B
B
EL14
'-31 2/ "
W8X18 x 5'-31116/ "
212/ "
3"
14B2
138/ "
138/ "
1'-8" 3'-8"2"RD
5'-2"
6 - 916/ "
p38
14B2
14/TYP
5"
112/ "112/ "p38
14B2
2 - 1316/ " ø
B - B
ONE - BEAM MARKED - 14B3W16X26 FAB-
a20 (NS/FS)
ay3 (NS/FS)4" C/C GOL 178/ "
14/3 SIDES
414/ "
434/ "
1716/
"
412/ "
EL13
'-7"
3"3"
3"3"
3"3"
3"
1716/
"
(-14/ ) 31'-812/ " (W16X26 x 31'-712/ ") (-14/ )
12/
3'-418/ "2'-638/ "RD
14B3
ONE - BEAM MARKED - 14B4W18X35 FAB-
ay4 (NS/FS)4" C/C GOL 11316/ "
a20 (NS/FS)418/ " C/C GOL 178/ "
14/3 SIDES
12/
(-14/ ) 31'-812/ " (W18X35 x 31'-712/ ") (-14/ )
3"3"
3"3"
28'-338/ "RD 29'-118/ "12/
1716/
"
1716/
"
414/ " 414/ "
3"3"
3"3"
412/ "
14B4
![Page 21: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/21.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:38:00am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
15REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
15B1 BEAM 1
L3X3X5/16 0'-8 1/2"A36 4 ANGLE ay3
L5X3-1/2X1/4 9'-9 1/8"A36 1 ANGLE a5
W16X26 31'-7 1/2"A992 1 BEAM w33
15B2 BEAM 1
L3X3X5/16 0'-8 1/2"A36 4 ANGLE ay3
W16X26 31'-7 1/2"A992 1 BEAM w31
15B3 BEAM 1
L3X3X5/16 0'-8 1/2"A36 4 ANGLE ay3
L5X3-1/2X1/4 9'-9 1/8"A36 1 ANGLE a5
W16X26 31'-7 9/16"A992 1 BEAM w34
15B4 BEAM 1
L3X3X5/16 0'-5 1/2"A36 4 ANGLE ay2
L5X5X5/16 9'-6"A36 1 ANGLE a18
W12X14 9'-10 5/8"A992 1 BEAM w42
15B5 BEAM 1
L3X3X5/16 0'-8 1/2"A36 4 ANGLE ay3
L5X3-1/2X1/4 7'-9"A36 1 ANGLE a6
W12X14 8'-2 3/4"A992 1 BEAM w43
15B6 BEAM 1
L3X3X5/16 0'-5 1/2"A36 4 ANGLE ay2
W10X12 17'-3 5/8"A992 1 BEAM w39
15B7 BEAM 1
L3X3X5/16 0'-5 1/2"A36 4 ANGLE ay2
W10X12 17'-3 5/8"A992 1 BEAM w40
ONE - BEAM MARKED - 15B1W16X26 FAB-
A - A
2"@12"14/ 2"@12"
Typ 312/ "
3"3"
3"
a5
15B1
ay3
ay3
3 - 1316/ " x 1"HORZ. SLOTS
3 - 1316/ " x 1"HORZ. SLOTS
ONE - BEAM MARKED - 15B2W16X26 FAB-
ay3 (NS/FS)4" C/C GOL 178/ "
3"3"
3"
EL13
'-7"
3"3"
3"
ay3 (NS/FS)4" C/C GOL 178/ "
14/3 SIDES
(-14/ ) 31'-812/ " (W16X26 x 31'-712/ ") (-14/ )
12/
1716/
"
1716/
"
434/ "414/ "
12/
15B2
ONE - BEAM MARKED - 15B3W16X26 FAB-
B - B
2"@12"14/ 2"@12"
Typ
3"3"
3"
6 - 1316/ " x 1"HORZ. SLOTS
312/ "
2"2"a5
ay3
ay3
15B3
ONE - BEAM MARKED - 15B4W12X14 FAB-
C
C
ay2 (NS/FS)4" C/C GOL 178/ "
3"3"
14/3 SIDES
ay2 (NS/FS)4" C/C GOL 178/ "
278/ "TYP
12/
9'-1158/ " (W12X14 x 9'-1058/ ")
9'-8516/ "4'-9" 4"2516/ "RD
3"3"
3"3"
EL13
'-7"
118/ "
TYP
15B4
a18
ONE - BEAM MARKED - 15B5W12X14 FAB-
D - D
14/ 2"@12"Typ
312/ "
2"2"
3"3"
3"
3 - 1316/ " x 1"HORZ. SLOTS
a6
15B5ay3 ay3
3 - 1316/ " x 1"HORZ. SLOTS
ONE - BEAM MARKED - 15B6W10X12 FAB-
ay2 (NS/FS)4" C/C GOL 178/ "
ay2 (NS/FS)4" C/C GOL 178/ "
14/3 SIDES
12/
(-18/ )17'-458/ " (W10X12 x 17'-358/ ")(-14/ )12/
3"3"
3"3"
EL13
'-7"
178/ "414/ "
3 4/
1716/
"
1716/ "
3 4/
15B6
ONE - BEAM MARKED - 15B7W10X12 FAB-
ay2 (NS/FS)4" C/C GOL 178/ "
ay2 (NS/FS)4" C/C GOL 178/ "
14/3 SIDES
12/
(-18/ ) 17'-458/ " (W10X12 x 17'-358/ ") (-14/ )
EL13
'-7"
3"3"
3"3"
12/178/ " 414/ "
3 4/
1716/
"
15B7
A
A
ay3 (NS/FS)4" C/C GOL 178/ " ay3 (NS/FS)
4" C/C GOL 178/ "
14/3 SIDES
412/ "
3"3"
3"
EL13
'-7"
3"3"
3"
434/ "414/ "
1716/
"TY
P
31'-812/ " (W16X26 x 31'-712/ ") (-14/ )(-14/ )
12/3"
3"3"
9'-918/ "112/ "4"20'-818/ "3'-418/ "2'-638/ "RD a5
15B1
3"3"
3"
EL13
'-7"
ay3 (NS/FS)4" C/C GOL 178/ "
B
B
ay3 (NS/FS)4" C/C GOL 178/ "
14/3 SIDES
12/
1716/
"
414/ "
3"3"
3"
20'-8316/ "RD
4" 9'-918/ "112/ "12/
1716/
"
338/ "
(-14/ )31'-8916/ " (W16X26 x 31'-7916/ ")(-316/ )
3"3"
3"
a5
15B3
D
D
ay3 (NS/FS)4" C/C GOL 178/ "
ay3 (NS/FS)4" C/C GOL 178/ "
14/3 SIDES
258/ "TYP
(-18/ ) 8'-334/ " (W12X14 x 8'-234/ ") (-18/ )
12/
118/ "
TYP
3"3"
3"
4'-812/ "4"2'-812/ "278/ "RD
3"3"
3"
EL13
'-7"
a6
15B5
2"@12"14/ 2"@12"
Typ
3"3"
5"
2 - 1316/ " x 1"HORZ. SLOTS
2 - 1316/ " x 1"HORZ. SLOTS
15B4a18
ay2
ay2
C - C
![Page 22: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/22.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:40:55am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
16REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
16B1 BEAM 2
L3X3X5/16 0'-5 1/2"A36 8 ANGLE ay2
W8X18 17'-10 3/4"A992 2 BEAM w50
16B2 BEAM 1
L3X3X5/16 0'-11 1/2"A36 4 ANGLE ay4
L5X3-1/2X1/4 13'-6"A36 1 ANGLE a7
W18X35 31'-7 1/2"A992 1 BEAM w15
16B3 BEAM 1
L3X3X5/16 0'-11 1/2"A36 4 ANGLE ay4
W18X35 31'-7 1/2"A992 1 BEAM w11
16B4 BEAM 1
L3X3X5/16 0'-8 1/2"A36 2 ANGLE ay3
W12X14 20'-5 3/4"A992 1 BEAM w41
16B5 BEAM 2
L3X3X5/16 0'-5 1/2"A36 4 ANGLE ay2
W8X10 6'-9 13/16"A992 2 BEAM w44
16B6 BEAM 2
L3X3X5/16 0'-5 1/2"A36 4 ANGLE ay2
W8X10 7'-5 13/16"A992 2 BEAM w45
16B7 BEAM 1
L3X3X5/16 0'-11 1/2"A36 4 ANGLE ay4
W18X35 31'-7 1/2"A992 1 BEAM w22
2 - BEAMS MARKED - 16B1W8X18 FAB-
2"2"
138/ "
138/ "
2'-0" 1'-6"2'-0"1'-6"538/ "RD
2'-0"2'-0"2'-0" 2'-0"2'-0"
3"3"
ay2
ay2
12 - 916/ "ay2
16B1ay2
ay2 (NS/FS)4" C/C GOL 178/ "14/
3 SIDES
12/
212/ " TYP
12/
(-18/ ) (-18/ )17'-1134/ " (W8X18 x 17'-1034/ ")
7 8/TY
P
3"21
2/ "
3"21
2/ "EL14
'-31 2/ "
16B1
ONE - BEAM MARKED - 16B2W18X35 FAB-
ay4 (NS/FS)4" C/C GOL 11316/ "
A
A
ay4 (NS/FS)4" C/C GOL 11316/ "
14/3 SIDES
1716/
"TY
P
EL13
'-7"
412/ "
(-14/ ) 31'-812/ " (W18X35 x 31'-712/ ") (-14/ )
3"3"
3"3"
3"3"
3"3"
414/ "434/ "
3"3"
414/ "RD
2'-638/ " 3'-418/ " 13'-1014/ " 4"3"
16B2
a7
ONE - BEAM MARKED - 16B3W18X35 FAB-
ay4 (NS/FS)4" C/C GOL 11316/ "
ay4 (NS/FS)4" C/C GOL 11316/ "
14/3 SIDES
12/12/
EL13
'-7"
3"3"
3"3"
(-14/ ) 31'-812/ " (W18X35 x 31'-712/ ") (-14/ )
28'-338/ "RD 29'-118/ "
1716/
"TY
P
414/ "414/ "
412/ "
3"3"
3"3"
16B3
ONE - BEAM MARKED - 16B4W12X14 FAB-
ay3 (NS/FS)4" C/C GOL 178/ "
14/3 SIDES
178/ "TYP
3 4/TY
P
3"3"
3"EL
13'-7
"
12/
112/ "RD
3"3"
3"
(-18/ )20'-614/ " (W12X14 x 20'-534/ ")(-412/ ")
16B4
6 - 1316/ "4" C/C GOL 178/ "
2 - BEAMS MARKED - 16B5W8X10 FAB-
ay2 (NS/FS)4" C/C GOL 178/ "
14/3 SIDES
112/ "RD
12/
3"21
2/ "
212/ "
3"
EL13
'-7"
278/ "
114/ "
6'-10516/ " (W8X10 x 6'-91316/ ")(-412/ ") (-316/ )
16B5
2 - BEAMS MARKED - 16B6W8X10 FAB-
ay2 (NS/FS)4" C/C GOL 178/ " 14/
3 SIDES
118/ "
278/ "
3"21
2/ "
3"21
2/ "EL13
'-7"
12/
7'-4516/ "RD
(-412/ ")7'-6516/ " (W8X10 x 7'-51316/ ")(-316/ )
16B6
ONE - BEAM MARKED - 16B7W18X35 FAB-
ay4 (NS/FS)4" C/C GOL 11316/ "ay4 (NS/FS)
4" C/C GOL 11316/ "
14/3 SIDES
12/12/
414/ "
3"3"
3"3"
EL13
'-7"
(-14/ ) 31'-812/ " (W18X35 x 31'-712/ ") (-14/ )
1716/
"TY
P
3"3"
3"3"
414/ "
16B7
A - A4 - 1316/ " x 1"HORZ. SLOTS
2"@12"14/ 2"@12"
Typ
3"3"
3"3"
2" 2"
4"
4 - 1316/ " x 1"HORZ. SLOTS
ay4
ay4
16B2
a7
![Page 23: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/23.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:42:38am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
17REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
17B1 BEAM 1
L3X3X5/16 0'-11 1/2"A36 4 ANGLE ay4
L5X3-1/2X1/4 13'-6"A36 1 ANGLE a7
W18X35 31'-7 1/2"A992 1 BEAM w13
17B2 BEAM 1
L3X3X5/16 0'-11 1/2"A36 4 ANGLE ay4
L5X3-1/2X1/4 13'-6"A36 1 ANGLE a7
W18X35 31'-7 1/2"A992 1 BEAM w14
17B3 BEAM 1
L3X3X5/16 0'-11 1/2"A36 4 ANGLE ay4
W18X35 31'-7 1/2"A992 1 BEAM w19
17B4 BEAM 1
L3X3X5/16 0'-11 1/2"A36 4 ANGLE ay4
W18X35 31'-7 9/16"A992 1 BEAM w20
17B5 BEAM 1
L3X3X5/16 0'-11 1/2"A36 4 ANGLE ay4
W18X35 31'-7 1/2"A992 1 BEAM w23
17B6 BEAM 2
L3X3X5/16 0'-11 1/2"A36 8 ANGLE ay4
W18X35 31'-7 9/16"A992 2 BEAM w21
17B7 BEAM 1
ROD1 0'-7 5/8"A36 1 ROD r2
W8X15 9'-4"A992 1 BEAM w56
ONE - BEAM MARKED - 17B1W18X35 FAB-
A
A
ay4 (NS/FS)4" C/C GOL 11316/ "
ay4 (NS/FS)4" C/C GOL 11316/ "
14/3 SIDES
414/ "
3"3"
3"3"
3"3"
3"3"
EL1
3'-7
"
434/ "
1716/
"
1716/
"
12/
414/ "RD
13'-1014/ " 3" 4"
(-14/ )31'-812/ " (W18X35 x 31'-712/ ")(-14/ )
3"3"
12/
17B1
a7 (N/S)
ONE - BEAM MARKED - 17B2W18X35 FAB-
B
B
ay4 (NS/FS)4" C/C GOL 11316/ "
ay4 (NS/FS)4" C/C GOL 11316/ "
14/3 SIDES
414/ "
1716/
"
1716/
"
17'-214/ "RD
4"
17'-914/ " 31'-314/ "
(-14/ )31'-812/ " (W18X35 x 31'-712/ ")(-14/ )
12/
3"3"
338/ "
3"3"
3"3"
3"3"
3"3"
EL13
'-7"
17B28 - 1316/ "4" C/C GOL 11316/ "
a7 (F/S)
ONE - BEAM MARKED - 17B3W18X35 FAB-
ay4 (NS/FS)4" C/C GOL 11316/ "
ay4 (NS/FS)4" C/C GOL 11316/ "14/
3 SIDES
1716/
"TY
P
212/ "
3"
414/ " 338/ "
12/7'-914/ "RD 4"
12/
EL13
'-7"
3"3"
3"3"
31'-812/ " (W18X35 x 31'-712/ ") (-14/ )(-14/ )
3"3"
3"3"
17B3
ONE - BEAM MARKED - 17B4W18X35 FAB-
ay4 (NS/FS)4" C/C GOL 11316/ "
ay4 (NS/FS)4" C/C GOL 11316/ "
14/3 SIDES
12/
1716/
"
1716/
"
414/ "338/ "
3"3"
3"3"
EL13
'-7"
4"23'-6516/ "RD
212/ "
3"
3"3"
3"3"
(-14/ )31'-8916/ " (W18X35 x 31'-7916/ ")(-316/ )
12/
17B4
ONE - BEAM MARKED - 17B5W18X35 FAB-
ay4 (NS/FS)4" C/C GOL 11316/ "
ay4 (NS/FS)4" C/C GOL 11316/ "
14/3 SIDES
12/
1716/
"
1716/
"
(-14/ ) 31'-812/ " (W18X35 x 31'-712/ ") (-14/ )
EL13
'-7"
3"3"
3"3"
12/414/ " 338/ "
3"3"
3"3"
17B5
2 - BEAMS MARKED - 17B6W18X35 FAB-
14/3 SIDES
ay4 (NS/FS)4" C/C GOL 11316/ "
ay4 (NS/FS)4" C/C GOL 11316/ "
12/12/
(-316/ ) 31'-8916/ " (W18X35 x 31'-7916/ ") (-14/ )
EL13
'-7"
3"3"
3"3"
3"3"
3"3"
338/ " 414/ "
1716/
"TY
P
17B6 ONE - BEAM MARKED - 17B7W8X15 FAB-
R 2
"
14/Typ
W8X15 x 9'-4"
4'-8"RD
EL2
7'-4
1 8/ "
r2CTR'D
17B7
2"@12"14/ 2"@12"
Typ
A - A
3"3"
3"3"
2" 2"
4"
4 - 1316/ " x 1"HORZ. SLOTS
4 - 1316/ " x 1"HORZ. SLOTS
17B1
ay4 ay4
a7
2"@12"14/ 2"@12"
Typ
B - B
2" 2"
4"
3"3"
3"3"
4 - 1316/ " x 1"HORZ. SLOTS
4 - 1316/ " x 1"HORZ. SLOTS
17B2
ay4ay4
a7
![Page 24: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/24.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:43:44am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
18REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
18B1 BEAM 1
L3X3X5/16 0'-11 1/2"A36 2 ANGLE ay4
W18X60 30'-11 13/16"A992 1 BEAM w54
18B2 BEAM 1
L3X3X5/16 0'-11 1/2"A36 2 ANGLE ay4
W18X55 29'-3 13/16"A992 1 BEAM w53
18B3 BEAM 1
L3X3X5/16 1'-2 1/2"A36 2 ANGLE ay5
W24X68 29'-3 13/16"A992 1 BEAM w5
18B4 BEAM 1
W18X35 31'-0"A992 1 BEAM 18B4
ONE - BEAM MARKED - 18B1W18X60 FAB-
12/
31'-0516/ " (W18X60 x 30'-111316/ ")
ay4 (NS/FS)4" C/C GOL 134/ "
14/3 SIDES 278/ " 13
4/ "
3"3"
3"3"
138/ "
278/ "
3"3"
3"3"
3"
(-316/ )
112/ "RD
18B1
2'-412/ " 6'-412/ "8'-412/ "
10'-412/ "12'-412/ "
14'-412/ "16'-412/ "
18'-412/ "20'-412/ "
22'-412/ "24'-412/ "
26'-412/ "28'-412/ "
30'-412/ "
2"2"
412/ " 4'-412/ "
31'-0516/ "RD18 - 916/ "
ay4
ay4
18B1
ONE - BEAM MARKED - 18B2W18X55 FAB-
18 - 916/ "
3'-914/ "RD 7'-914/ "9'-914/ "
11'-914/ "13'-914/ "
15'-914/ "17'-914/ "
19'-914/ "21'-914/ "
23'-914/ "25'-914/ "
27'-914/ "29'-014/ "
ay4
134/ "
134/ "
614/ "
1'-914/ " 5'-914/ "
18B2ay4
EL27
'-6"
ay4 (NS/FS)4" C/C GOL 11316/ "
14/3 SIDES
(-316/ ) 29'-4516/ " (W18X55 x 29'-31316/ ") (-412/ ")
29'-2516/ "RD
3"3"
3"3" 3"
3"3"
3"3"
12/
278/ "TYP
158/ "
138/ "
18B2
ONE - BEAM MARKED - 18B3W24X68 FAB-
3"3"
3"3"
3"EL
13'-7
"
14/3 SIDES
ay5 (NS/FS)4" C/C GOL 134/ "
338/ "
338/ "
29'-2516/ "4"22'-0516/ "4"14'-6516/ "4"7'-0516/ "RD
12/(-412/ ")29'-4516/ " (W24X68 x 29'-31316/ ")(-316/ )
1716/
"
158/ "
3"3"
3"3"
3"3"
3"3"
3"3"
18B3
ONE - BEAM MARKED - 18B4W18X35 FAB-
EL13
'-7"
3"3"
3"3"
3"
(-412/ ") W18X35 x 31'-0" (-412/ ")
112/ "RD
30'-1012/ "
3"3"
3"3"
3"
18B4
![Page 25: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/25.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:45:41am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
19REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
19B1 BEAM 1
C6X10.5 1'-3 9/16"A36 2 CHANNEL w51
L5 X5 X1/4 8'-8"A36 1 ANGLE a31
L5X3-1/2X1/4 31'-3 1/2"A36 1 ANGLE a12
PL1/4x4 0'-5 1/2"A36 2 PLATE p26
W27X94 31'-3"A992 1 BEAM w30
19B2 BEAM 1
L2 X2 X1/4 0'-9"A36 3 ANGLE a30
L3X3X5/16 1'-2 1/2"A36 2 ANGLE ay5
W24X76 30'-11 13/16"A992 1 BEAM w24
19B3 BEAM 1
W16X26 22'-9"A992 1 BEAM 19B3
ONE - BEAM MARKED - 19B1W27X94 FAB-
31'-312/ " (W27X94 x 31'-3")(-614/ ) (-614/ )
15'-1114/ "
9'-534/ "15'-814/ "
312/ "
a31 (F/S)
14/
A
A
18'-134/ "
22'-1012/ "RD
18'-312/ "17'-1112/ "
EL13
'-7"
3"3"
3"3"
3"3"3"
3"3"
3"3"
3"3"
5"
26'-1012/ "22'-1012/ "
2 - 1316/ "a12 (N/S)
w51
w51
19B1
3'-1112/ "3'-712/ "112/ "
8'-312/ "7'-1112/ "
3"3"
3"3"
3"3"
3"
26'-1012/ "
3"3"
3"
31'-112/ "28'-912/ "
28'-512/ "23'-612/ "
23'-212/ "
1'-3
9 16/"
3"3"
3"3"
3"
2"@12"316/ 2"@12"
Typ
14/Typ
316/ Typ
3"
4"
5"8"
5"212/ "2"
2 - 1316/ " x 1"HORZ. SLOTS
1 - 1316/ " x 1"HORZ. SLOTS
1 - 1316/ " x 1"DIAG. SLOTS
p26
a12
w51
19B1
A - A
ONE - BEAM MARKED - 19B2W24X76 FAB-
9'-512/ " 4" 4" 22'-1112/ " 4"338/ "
338/ "
3"3"
3"3"
(-412/ ") 31'-0516/ " (W24X76 x 30'-111316/ ") (-316/ )
3"3"
3"
3"3"
3"3"3"
3"3"
3"3"
3"
19B210 - 1316/ "4" C/C GOL 134/ "3- a30 (NS)
EL13
'-7"
112/ "RD
312/ "1'-11" 3'-5" 4'-712/ " 4"
14/3 SIDES
ay5 (NS/FS)4" C/C GOL 134/ "
3"3"
3"3"
3"
3"3"
3"3"
178/ "
1716/
"
15'-112/ "
ONE - BEAM MARKED - 19B3W16X26 FAB-
W16X26 x 22'-9"(-7") (-5")
112/ "RD
22'-712/ "
EL27
'-6"
3"3"
3"3"
3"3"
3"3"
19B3
1034/ "RD 2'-434/ "
4'-434/ "6'-434/ "
8'-434/ "10'-434/ "
12'-434/ "14'-434/ "
16'-434/ "18'-434/ "
20'-434/ "21'-1034/ "
138/ "
138/ " 19B3
14 - 916/ "
316/Typ
B - B
914/ "
a30 19B2
![Page 26: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/26.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:48:17am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
20REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
20B1 BEAM 1
L2 X2 X1/4 0'-9"A36 2 ANGLE a41
W24X68 31'-7"A992 1 BEAM w6
20B2 BEAM 2
W18X35 14'-11"A992 2 BEAM 20B2
20B3 BEAM 1
W16X26 22'-9"A992 1 BEAM 20B3
ONE - BEAM MARKED - 20B1W24X68 FAB-
316/ Typ
A - A
914/ "
a41
20B1
2 - BEAMS MARKED - 20B2W18X35 FAB-
14'-512/ "12'-512/ "
10'-512/ "8'-512/ "
6'-512/ "4'-512/ "
2'-512/ "
512/ "RD
138/ "
138/ "
20B210 - 916/ "
112/ "RD
7'-312/ " 4" 14'-912/ "
(-612/ ")W18X35 x 14'-11"(-612/ ")
3"3"
3"3"
3"3"
3"3"
3"
3"3"
3"3"
3"
EL27
'-6"
20B2
ONE - BEAM MARKED - 20B3W16X26 FAB-
W16X26 x 22'-9"(-7") (-5")
112/ "RD
22'-712/ "
EL27
'-6"
3"3"
3"3" 3"
3"3"
3"
20B3
21'-1034/ "20'-434/ "
18'-434/ "16'-434/ "
14'-434/ "12'-434/ "
10'-434/ "8'-434/ "
6'-434/ "4'-434/ "
2'-434/ "1034/ "
RD
138/ "
138/ "
14 - 916/ "
20B3
W24X68 x 31'-7"
18'-112/ "
3"3"
3"3"
3"3"
3"3"
3"3"
3"3"
3"3"
3"
30'-9"29'-3"
20B1
(-412/ ")
3"3"
3"
3"3"3"
3"3"
3"3"
3"
EL13
'-7"
15'-1112/ "15'-712/ "
13'-512/ "13'-112/ "
8'-512/ "
8'-112/ "
7'-1012/ "7'-612/ "
4'-112/ "3'-912/ "112/ "
RD
3"3"
A
A2- a41 (NS)
(-412/ ")
24'-058/ "
23'-812/ "23'-412/ "
18'-512/ " 28'-1112/ "28'-712/ "
![Page 27: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/27.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:49:31am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
21REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
21B1 BEAM 2
W18X40 31'-3"A992 2 BEAM 21B1
21B2 BEAM 2
W18X40 30'-5"A992 2 BEAM 21B2
21B3 BEAM 1
L5X3-1/2X1/4 13'-7"A36 1 ANGLE a8
W18X35 31'-0"A992 1 BEAM w12
21B4 BEAM 2
W8X18 17'-6"A992 2 BEAM 21B4
2 - BEAMS MARKED - 21B1W18X40 FAB-
EL27
'-6"
3"3"
3"3"
3"
3"3"
3"3"
3"
(-612/ ") W18X40 x 31'-3" (-612/ ")
112/ "RD
31'-112/ "
21B1
134/ "
134/ "
212/ "RD
1'-712/ " 5'-712/ " 13'-712/ "15'-712/ "
17'-712/ "19'-712/ "
21'-712/ "23'-712/ "
25'-712/ "27'-712/ "
29'-712/ "31'-012/ "
9'-712/ "11'-712/ "
19 - 916/ "21B1
2 - BEAMS MARKED - 21B2W18X40 FAB-
EL27
'-6"
W18X40 x 30'-5"(-7") (-5")
112/ "RD
30'-312/ "
3"3"
3"3"
3"
3"3"
3"3"
3"
21B2
134/ "
134/ "
29'-234/ "27'-234/ "
25'-234/ "23'-234/ "
21'-234/ "19'-234/ "
17'-234/ "15'-234/ "
13'-234/ "11'-234/ "
9'-234/ "7'-234/ "
5'-234/ "3'-234/ "
1'-234/ "RD
21B2
ONE - BEAM MARKED - 21B3W18X35 FAB-
3"3"
3"3"
3"
A
A12/
112/ "RD
16'-9" 4" 3" 10'-618/ " 28'-938/ " 2'-118/ " 2"
(-412/ ")W18X35 x 31'-0"(-412/ ")
3"3"
3"3"
3"3"
3"
412/ "
EL13
'-7"
21B3 a8 (N/S)
2 - BEAMS MARKED - 21B4W8X18 FAB-
138/ "
138/ "
17'-3"15'-9"13'-9"11'-9"9'-9"7'-9"5'-9"
3'-9"1'-9"3"RD
21B4
12 - 916/ "
17'-412/ "112/ "RD
(-3")W8X18 x 17'-6"(-3")
212/ "
3"
212/ "
3"
EL14
'-31 2/ "
21B4
A - A
2"@12"14/ 2"@12"
Typ
4"
21B3a8
![Page 28: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/28.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:50:44am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
22REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
22B1 BEAM 1
W18X35 28'-9"A992 1 BEAM 22B1
22B2 BEAM 1
W18X60 31'-7"A992 1 BEAM 22B2
22B3 BEAM 1
W16X26 22'-9"A992 1 BEAM 22B3
ONE - BEAM MARKED - 22B1W18X35 FAB-
W18X35 x 28'-9"(-5") (-7")
112/ "RD
28'-712/ "
EL2
7'-6
"
3"3"
3"3"
3"
3"3"
3"3"
3"
22B1
134/ "
134/ "
1034/ "RD
12'-434/ "22'-434/ "10'-434/ " 14'-434/ "
16'-434/ "2'-434/ " 26'-434/ "
24'-434/ "4'-434/ " 8'-434/ "6'-434/ "
27'-1034/ "20'-434/ "18'-434/ "
22B1
17 - 916/ "
ONE - BEAM MARKED - 22B2W18X60 FAB-
3'-912/ " 7'-912/ "9'-912/ "
11'-912/ "13'-912/ "
15'-912/ "17'-912/ "
19'-912/ "21'-912/ "
23'-912/ "25'-912/ "
27'-912/ "29'-912/ "
31'-312/ "5'-912/ "1'-912/ "312/ "
RD
134/ "
134/ "
22B2
19 - 916/ "
31'-512/ "112/ "RD
(-412/ ")W18X60 x 31'-7"(-412/ ")
3"3"
3"3"
3"
EL27
'-6"
3"3"
3"3"
3"
22B2
ONE - BEAM MARKED - 22B3W16X26 FAB-
1034/ " 2'-434/ " 6'-434/ "4'-434/ " 8'-434/ "
10'-434/ "12'-434/ "
14'-434/ "16'-434/ "
18'-434/ "20'-434/ "
21'-1034/ "
138/ "
138/ " 22B3
14 - 916/ "
3"3"
3"3"
EL27
'-6"
W16X26 x 22'-9"(-5") (-7")
22'-712/ "112/ "RD
3"3"
3"3"
22B3
![Page 29: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/29.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:51:32am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
23REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
23A1 ANGLE 1
L5X5X3/8 13'-4"A36 1 ANGLE a1
PL1/4x4 0'-7"A36 2 PLATE p23
23A2 ANGLE 1
L5X5X3/8 13'-4"A36 1 ANGLE a1
PL1/4x4 0'-7"A36 2 PLATE p23
23A3 ANGLE 2
L3X3X3/8 3'-11"A36 2 ANGLE 23A3
23A4 ANGLE 2
L3X3X3/8 2'-7 1/4"A36 2 ANGLE 23A4
23B1 BEAM 1
W18X35 28'-9"A992 1 BEAM 23B1
23B2 BEAM 1
W16X26 22'-9"A992 1 BEAM 23B2
ONE - BEAM MARKED - 23B1W18X35 FAB-
134/ "
134/ "
27'-1034/ "26'-434/ "
24'-434/ "22'-434/ "
20'-434/ "18'-434/ "
16'-434/ "14'-434/ "
12'-434/ "10'-434/ "
8'-434/ "6'-434/ "2'-434/ "
4'-434/ "1034/ "RD
23B1
18 - 916/ "
W18X35 x 28'-9"(-5") (-7")
3"3"
3"3"
3"
28'-712/ "112/ "RD
EL27
'-6"
3"3"
3"3"
3"
23B1
ONE - BEAM MARKED - 23B2W16X26 FAB-
21'-1034/ "20'-434/ "
18'-434/ "16'-434/ "
14'-434/ "12'-434/ "
10'-434/ "8'-434/ "
6'-434/ "4'-434/ "
2'-434/ "1034/ "
RD
138/ "
138/ "
14 - 916/ "
23B2
112/ "RD
22'-712/ "
3"3"
3"3"
3"3"
3"3"
EL27
'-6"
W16X26 x 22'-9"(-7") (-5")
23B2
ONE - ANGLE MARKED - 23A1L5X5X3/8 FAB-
4'-9"RD 8'-9"
14/ 14/
23A1p23p23
p23
2"3"
316/Typ
5"1 - 1316/ " x 1"HORZ. SLOTS23A1
ONE - ANGLE MARKED - 23A2L5X5X3/8 FAB-
p23
3"2"
1 - 1316/ " x 1"HORZ. SLOTS
316/Typ
5"
23A2
14/4'-634/ "RD 8'-634/ "
14/
23A2p23 p23
2 - ANGLES MARKED - 23A3L3X3X3/8 FAB-
L3X3X38/ x 3'-11"
3116/ "3'-614/ "214/ "RD
112/ "
134/ "
23A3 2 - 1316/ " x 1"HORZ. SLOTS
1 - 1316/ " x 1"HORZ. SLOTS
2 - ANGLES MARKED - 23A4L3X3X3/8 FAB-
212/ "2'-312/ "334/ "
134/ "RD
112/ "
178/ "
EL13
'-41 2/ "
12"
12"
2 - 1316/ " x 1"HORZ. SLOTS
1 - 1316/ " x 1"DIAG. SLOTS
23A4
1 - 1316/ " x 1"HORZ. SLOTS
![Page 30: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/30.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:52:34am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
24REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
24B1 BEAM 1
L3X3X5/16 0'-5 1/2"A36 4 ANGLE ay2
L5X5X5/16 9'-6"A36 1 ANGLE a18
W12X14 9'-10 5/8"A992 1 BEAM w57
24B2 BEAM 1
L3X3X5/16 0'-11 1/2"A36 4 ANGLE ay4
W18X35 31'-7 9/16"A992 1 BEAM w19
24B3 BEAM 1
L3X3X5/16 0'-11 1/2"A36 4 ANGLE ay4
W18X35 31'-7 9/16"A992 1 BEAM w20
24B4 BEAM 2
L5X3-1/2X1/4 20'-1"A36 2 ANGLE a10
W18X40 22'-9"A992 2 BEAM w27
ONE - BEAM MARKED - 24B1W12X14 FAB-
2"2"
5"
ay2
ay2ay2
24B1
ay2
a18
ay2 (NS/FS)4" C/C GOL 178/ " ay2 (NS/FS)
4" C/C GOL 178/ "
2"@12"14/ 2"@12"
Typ
14/3 SIDES278/ "
278/ "
118/ "
TYP
9'-1158/ " (W12X14 x 9'-1058/ ")12/
3"3"
12/
3"3"
3"3"
EL13
'-7"
9'-8516/ "5'-1516/ "
4'-9516/ "2516/ "RD
a1824B1
ONE - BEAM MARKED - 24B2W18X35 FAB-
ay4 (NS/FS)4" C/C GOL 11316/ "
ay4 (NS/FS)4" C/C GOL 11316/ "
EL13
'-7"
14/3 SIDES
1716/
"TY
P
414/ "
3"3"
3"3"
3"3"
3"3"
212/ "
3"
(-316/ ) 31'-8916/ " (W18X35 x 31'-7916/ ") (-14/ )
23'-6516/ "RD 4"
338/ "
12/12/
24B2
ONE - BEAM MARKED - 24B3W18X35 FAB-
ay4 (NS/FS)4" C/C GOL 11316/ "
EL13
'-7"
ay4 (NS/FS)4" C/C GOL 11316/ "
14/3 SIDES
1716/
"TY
P
12/
(-14/ ) 31'-8916/ " (W18X35 x 31'-7916/ ") (-316/ )
12/7'-914/ "RD 4"
414/ " 338/ "
212/ "
3"
3"3"
3"3"
3"3"
3"3"
24B3
2 - BEAMS MARKED - 24B4W18X40 FAB-
2"@12"14/ 2"@12"
Typ
3"3"
3"3"
3"
W18X40 x 22'-9"(-5") (-7")
EL13
'-7"
3"3"
3"3"
3"
112/ "RD
1'-4" 21'-5" 22'-712/ "
24B4
a10 (N/S)
5"
2"
24B4
a10
![Page 31: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/31.jpg)
04/10/08
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:54:21am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWING
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
25REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
25B1 BEAM 1
L5X3-1/2X1/4 14'-11 1/2"A36 1 ANGLE a11
W24X55 14'-11"A992 1 BEAM w8
25B2 BEAM 2
L3X3X5/16 0'-11 1/2"A36 8 ANGLE ay4
W18X35 31'-7 9/16"A992 2 BEAM w21
25B3 BEAM 1
L3X3X5/16 0'-11 1/2"A36 4 ANGLE ay4
W18X35 31'-7 9/16"A992 1 BEAM w23
25B4 BEAM 1
W18X35 31'-0"A992 1 BEAM 25B4
ONE - BEAM MARKED - 25B1W24X55 FAB-
2"@12"14/ 2"@12"
Typ
14'-1114/ " (W24X55 x 14'-11")(-634/ ) (-634/ )
14/
EL13
'-7"
14/
3"3"
3"3"
3"3"
7'-312/ " 4"112/ "RD
14'-912/ "
3"3"
3"3"
3"3"
5"
3"3"
3"3"
3"
a11 (N/S)25B1
5"
312/ "
15'-0"
a11
25B1
2 - BEAMS MARKED - 25B2W18X35 FAB-
ay4 (NS/FS)4" C/C GOL 11316/ " ay4 (NS/FS)
4" C/C GOL 11316/ "14/
3 SIDES
12/
3"3"
3"3"
12/
3"3"
3"3"
EL13
'-7"
338/ "414/ "
1716/
"TY
P
(-316/ )31'-8916/ " (W18X35 x 31'-7916/ ")(-14/ )
25B2
ONE - BEAM MARKED - 25B3W18X35 FAB-
ay4 (NS/FS)4" C/C GOL 11316/ "
ay4 (NS/FS)4" C/C GOL 11316/ "
14/3 SIDES
12/12/
(-14/ )31'-8916/ " (W18X35 x 31'-7916/ ")(-316/ )
1716/
"TY
P
414/ "EL13
'-7"
338/ "
3"3"
3"3"3"
3"3"
3"
25B3
ONE - BEAM MARKED - 25B4W18X35 FAB-
EL13
'-7"
3"3"
3"3"
3"
3"3"
3"3"
3"
(-412/ ") W18X35 x 31'-0" (-412/ ")
30'-1012/ "112/ "RD
25B4
![Page 32: Tekla Structures drawing - G [6]stevenwinfree.com/HAMBY_OFFICE.pdf · 1 released for fabricationslw 04/10/08 0 submitted for approvalslw 03/24/08 proj.mgr: plot date: 04/10/2008 07:04:03am](https://reader034.vdocuments.mx/reader034/viewer/2022051717/5a7059d67f8b9aa7538befe3/html5/thumbnails/32.jpg)
04/10/08
26PL3 AS BEEN DELETED
04/10/081 RELEASED FOR FABRICATIONSLW03/24/080 SUBMITTED FOR APPROVALSLW
JF
PROJ.MGR: SM
PLOT DATE: 04/10/2008 08:55:21am
E70-XX
3/4" - A325N
13/16"
SSPC-SP2
1-S/C RED OXIDESHOP FINISH
SURFACE PREP
HOLE DIA.
BOLT DIA.-GRADE
WELD ELECTRODE
STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE
RALEIGH, NC 27603PHONE: (919) 362-6611
FAX: (919) 362-6664
DRAWING TITLE
CUSTOMER
ARCHITECT
ENGINEER
ASSEMBLY DRAWINGS
PROGRESSIVE BUILDERS
PROGRESSIVE DESIGN
LYSAGHT & ASSOC
HAMBY OFFICEFUQUAY-VARINA, NC
DRAWING NO.
26REV. 1
8-60SBAPEX STEEL PROJECT NUMBER
DRAWN BY:
CHECKED BY:
SLW
REV BY DATE DESCRIPTION
(Unless Noted Otherwise)
GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE
FINISHLENGTH COMMENTSTOTAL
BILL OF MATERIALUNIT
QTY.
26A1 ANGLE 2
L3X3X3/8 2'-7 1/4"A36 2 ANGLE 26A1
26A2 ANGLE 1
L5X5X5/16 7'-9"A36 1 ANGLE 26A2
26A3 ANGLE 5
L2 X2 X1/4 1'-0 3/4"A36 5 ANGLE 26A3
26PL1 PLATE 48
PL1/4x3/4 0'-9"A36 48 PLATE 26PL1
26PL2 PLATE 8
PL1/2x5 1'-4"A36 8 PLATE 26PL2
26PL4 PLATE 8
PL1/2x6 1'-4"A36 8 PLATE 26PL4
26PL5 PLATE 16
PL3/8x6 0'-10"A36 16 PLATE 26PL5
26PL6 PLATE 8
PL1/2x7 1'-4"A36 8 PLATE 26PL6
26PL7 PLATE 8
PL1/2x8 1'-4"A36 8 PLATE 26PL7
26PL8 PLATE 2
1/2"3 STUD STUD SCREW 4"
PL1/2x6 7'-8"A36 2 PLATE 26PL8
26PL9 PLATE 16
PL3/8x7 0'-10"A36 16 PLATE 26PL9
26PL10 PLATE 2
1/2"3 STUD STUD SCREW 4"
PL1/2x6 8'-4"A36 2 PLATE 26PL10
2 - ANGLES MARKED - 26A1L3X3X3/8 FAB-
BB
1'-4"
26PL4
PL12/ x6 x 7'-8"
7'-4"3'-10"4"RD
3 - 12/ " ø x 4"STUD
26PL8
ONE - ANGLE MARKED - 26A2L5X5X5/16 FAB-
7'-9"
26A2
5 - ANGLES MARKED - 26A3L2"X2"X1/4" FAB-
12"
113 4/ "
L2 X2 X14/ x 1'-034/ "
2116/ "
26A3
48 - PLATES MARKED - 26PL1PL1/4"x3/4" FAB-
PL14/ x34/ x 9"
26PL1
8 - PLATES MARKED - 26PL2PL1/2"x5" FAB-
AA
PL12/ x5 x 1'-4"
26PL2
DD26PL7
516/
26PL7
D - D
2 - PLATES MARKED - 26PL10PL1/2"x6" FAB-
8 - PLATES MARKED - 26PL4PL1/2"x6" FAB-
16 - PLATES MARKED - 26PL5PL3/8"x6" FAB-
4" 6"
12"
2"
1"1"
4"
26PL5
8 - PLATES MARKED - 26PL6PL1/2"x7" FAB-
CC
PL12/ x7 x 1'-4"26PL6
C - C
516/
26PL6
8 - PLATES MARKED - 26PL7PL1/2"x8" FAB-
16 - PLATES MARKED - 26PL9PL3/8"x7" FAB-
EE
PL38/ x7 x 10"26PL9
2 - PLATES MARKED - 26PL8PL1/2"x6" FAB-
516/
26PL9
E - E
A - A
516/
1 2/
26PL2
B - B
516/
26PL4
1 - 1316/ " x 1"HORZ. SLOTS 1"
12"
12"
EL1
3'-4
1 2/ "
112/ "
1 16/
2'-714/ "
2'-134/ "114/ "RD
212/ "31316/ "
1 - 1316/ " x 1"DIAG. SLOTS
2 - 1316/ " x 1"HORZ. SLOTS
26A1
3"
7'-8"4'-2"8"RD
PL12/ x6 x 8'-4"
3 - 12/ " ø x 4"STUD
26PL10