36C25018B0675-0001002.pdf
PDF 111 KB Posted
- Solicitation number
- 36C25018B0675
About this file
36C25018B0675 0001 E1RA.pdf
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 36C25018B0675-0001001.pdf | ||
| 36C25018B0675-0001005.pdf | ||
| 36C25018B0675-0001004.pdf | ||
| 36C25018B0675-0001003.png | PNG image | |
| 36C25018B0675-0001000.docx | DOCX document | |
| 36C25018B0675-005.pdf | ||
| 36C25018B0675-004.pdf | ||
| 36C25018B0675-010.pdf | ||
| 36C25018B0675-011.pdf | ||
| 36C25018B0675-006.pdf | ||
| 36C25018B0675-002.pdf | ||
| 36C25018B0675-001.docx | DOCX document | |
| 36C25018B0675-012.pdf | ||
| 36C25018B0675-009.pdf | ||
| 36C25018B0675-003.pdf | ||
| 36C25018B0675-007.pdf | ||
| 36C25018B0675-008.pdf | ||
| 36C25018B0675-000.docx | DOCX document |
Show all 18
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
8 9 12
T
V
T e k la s tr u c tu re s
0 ISSUED FOR FIELD USE10/01/2014 KNPNAS
REVDATE DESCRIPTION CH.BYBY
0 10/01/20141
APPROVED
NAS KNP
10/01/2014J-6605 E1
FOR FILED USE
SHOP PAINT (U.N)
SHOP WELD (U.N)
HOLES (U.N)
CHECKED
BELLEVUE, OHIO
PALLIATIVE CARE UNIT
10/01/2014
THOMAS STEEL, INC.
CONSTRUCTION CONSULANTS
MAT'L (U.N)
DRAWNJOB NO.
Framing Plan
ISSUE
FOR NO. DATEFIELD CONN. (U.N)
SURFACE PREPARATION
SPECIAL
LEESF T
U I
T C
R T
S N
N O
O C
ETUTI
T
C I
R E
N A
M A
N I
S
O
121D 9NUOF
D
CERTIFIED
CONVENTIONAL STEEL STRUCTURES
COMPLEX STEEL BUILDING STRUCTURES
SOPHISTICATED PAINT ENDORSEMENT
E
FAB
FOR FILED USE
18'-1 23'-1
7 17'-6 22'-6 7
2'-6 3'-2
41'-2
'-3 1'
-8
'-6
17'-0 8'-0
5'-0 5'-0 5'-0 5'-8 5'-8 5'-8
15'-0 25'-0
L4X4X14/ EDGE ANGLE
Fab Shop Reference Point
NOTE: TOS 691'-2 34/ " Above 3rd Finished Floor
Erection Plan
Column Centerline
C E1
B E1
MC13X35
B
B
B
W
X
W
X
W
X
A
L4
X 4X
4/
B
W
X
EXIS
TIN
G
W 8X
28EXIS
TIN
G
W 8X
28 A E1
1A31A2 L4X4X516/
1WP1
1WP1
2B1
2WP1
1WP2
1WP2
1B6 W14X22
L4X4X14/ EDGE ANGLE
D E1
A
L4
X 4X
4/
B
W
X
1A1
1A1
1A1 L3X3X14/
L3X3X14/
L3X3X14/
2CH1
B
B
W
X
W
X
EXIS
TIN
G
W 8X
L4X4X516/
W16X26
2WP1
1'-8
W12X14
14/
TYP
PL38/ "X4 X 0'-8 12/
SHEAR PLATE
L4X4X516/
SECTIONA
E1
E1 w/ 58/ Ø x6" Hilti Galv. Exp. Bolt Space Clips @ 48" O.C.
W12X14
L8X4X716/ X 0'-9
SECTIONB
E1
4'-0
1'-0 1'-0 1'-0 1'-0 1'-0
ALTARNATE HOLES,TYP.
34/ Ø EXPANSION ANCHORS
(8) 34/ Ø Galv. Hilti Galv. Kwik Bolt. TZ Exp. Anchors 4 34/ " Embed
2A1 L8X4X716/
AT 4-0"" O.C
SHEAR TAB AT BEAM CONNECTION
MC13X35
GALVANIZED
M C
X
G
A
LV
A N
IZ
E
D
38/ " STIFFENER
SECTION
E1
4 5 4
2/ 21
2/
Note:
GC to Field Locate the Edge Angle as no dimensions are Provided
L4X4X14/
W14X22
316/ 2"@24"
TYP
316/ 2"@12"
TYP
SECTIONC
E1
5'-8
316/ 2"@12"
TYP
316/ 2"@24"
TYP
14/
TYP
14/
TYP
L4X4X14/
EDGE ANGLE
1A1
L3X3X1 4/ W14X22
W12X14
SECTIOND
E1
12/
212/
516/ 516/
TYP
SHEAR PLATE
1WP1
PL38/ "X4 X 0'-8 12/
New Beam
Mount to WF Column Flange
1".
@ 2WP1
12/
@ 1WP2
3". @ 2WP1
212/ @ 1WP2
New Beam
2WP1 -- PL38/ "X4 12/ X 0'-11 12/
1WP2--PL38/ "X4X0'-8 12/
Mount to WF Column Web
Rick Text Box
Rick Text Box A
Rick Text Box A
Rick Text Box
FOR RE-APPROVAL
Rick Polygonal Line
Rick Polygonal Line
Rick Text Box
APP
Rick Text Box
File details come from the government source that posted it.