10017 - ei - 1 - hilti.com · 10017 - ei - 1 drawn: typical details td-ei-gp122-c notes: 1. this...
TRANSCRIPT
ELEVATION
(SCALE 5/8"=1'-0")
ISOMETRIC
(SCALE 5/8"=1'-0")
Qty.*DescriptionItem No.*Piece Mark
2GIRDER MIQ-9021198661
2GIRDER MIQ-9021198662
2MIQC-C90 BASE PLATE21201443
4MIQC-90-HT-V21348184
**MIQM 3/8" WING NUT21835845
2END CAP - MIA-EC-904320776
8USE APPROPRIATE HILTI ANCHORVARIES7
1
1
2
2
3
3
4
4
5
5
6
6
A A
B B
C C
D D
E E
F F
C:\Hilti Vault\Designs\Projects\10000 Internal Projects\10017 Typicals\E&I STANDS\TD-EI-GP121-C\TD-EI-GP121-C.dwg
All loading and design criteria supplied by customer is assumed accurate. Only the stated Design
Assumptions were considered, and must be verified by the responsible Engineer of Record (EOR).
The basis of Hilti component and connection design is the published data in the current Hilti
Technical Guide, including material and cross-section properties, allowable load values, factors of
safety, methods of calculation, and limiting factors. The EOR must verify suitability for any specific
application, and the capacity of the supportive structure to receive the shown configuration and
associated reaction loads. Modification to components and/or design may alter performance and
must be evaluated by the EOR.
PROJECT NUMBER:PAPER SIZE:
ANSI A
DESIGNED:CHECKED: REVIEWED:
OMOGAB BAP JWP
PROJECT NAME:
PROJECT DESCRIPTION:
ELECTRICAL & INSTRUMENTATION
PANEL STAND
REVISION HISTORY
PROJECT JOB SHEET
10017 EI 1- -
DRAWN:
TYPICAL DETAILS
TD-EI-GP121-C
W
7
1 1
4
6
3
H
H1
AS
REQ'D
AS REQ'D
2
5
2
NO: DESCRIPTION: DATE:
A NOT FOR CONSTRUCTION
10/06/2017
NOTES:
1. THIS DRAWING REPRESENTS A COMMON CONFIGURATION FOR THIS APPLICATION. THE ELECTRICAL AND INSTRUMENTATION SUPPORT IS LOAD RATED AND
DIMENSIONALLY LIMITED BASED ON HILTI -PUBLISHED STATIC LOAD DATA AND DESIGN METHODOLOGIES, AND GENERIC, NON-PROJECT SPECIFIC DESIGN
ASSUMPTIONS. THE ENGINEERING OF RECORD SHALL EVALUATE THIS SUPPORT TO DETERMINE ITS SUITABILITY FOR THE ACTUAL, PROJECT SPECIFIC DESIGN
CRITERIA AND REQUIREMENTS.
2. ALL LOADS ASSUMED TO ACT AT THE CENTER OF THE HORIZONTAL SUPPORT BEAMS, NO ECCENTRIC LOADS INCLUDED. PANEL/INSTRUMENT CONNECTION HARDWARE
MUST BE CHECKED SEPARATELY.
3. DESIGN ASSUMPTIONS: IBC 2012 BUILDING CODE; SEE TABLE FOR DESIGN LOADS (STATIC U.N.O.).
4. REFER TO COMPONENT MANUFACTURER'S IFU'S FOR REQUIRED INSTALLATION INFORMATION.
5. FOR APPLICABLE CONCRETE OR STEEL ANCHOR DESIGN CONTACT HILTI OR THE PROJECT SITE ENGINEER OF RECORD.
L
o
n
g
i
t
u
d
i
n
a
l
T
r
a
n
s
v
e
r
s
e
Vertical
LRFD,
lbs
ASD,
lbs
Transverse
Longitudinal
Transverse
Longitudinal
Max H1, in
42
400
340
280
100
78
Max H, in
Max W, in
48
A. RATED FOR 200 LBS FACTORED VERTICAL LOAD (LRFD).
B. RATED FOR 200 LBS ALLOWABLE VERTICAL LOAD (ASD).
C. ANCHOR CAPACITY NOT CONSIDERED.
** ASSUME 4 PER PANEL
GENERIC PANEL CONFIGURATION.
PANEL BY OTHERS
ELEVATION
(SCALE 5/8"=1'-0")
ISOMETRIC
(SCALE 5/8"=1'-0")
Qty.*DescriptionItem No.*Piece Mark
2MIC-C90-DH WELDED BRACKET21746821
2GIRDER MIQ-9021198662
4CONNECTOR MIQC-90-MI-V21402583
**MIQM 3/8" WING NUT21835844
2END CAP - MIA-EC-904320775
8USE APPROPRIATE HILTI ANCHORVARIES6
1
1
2
2
3
3
4
4
5
5
6
6
A A
B B
C C
D D
E E
F F
C:\Hilti Vault\Designs\Projects\10000 Internal Projects\10017 Typicals\E&I STANDS\TD-EI-GP122-C\TD-EI-GP122-C.dwg
All loading and design criteria supplied by customer is assumed accurate. Only the stated Design
Assumptions were considered, and must be verified by the responsible Engineer of Record (EOR).
The basis of Hilti component and connection design is the published data in the current Hilti
Technical Guide, including material and cross-section properties, allowable load values, factors of
safety, methods of calculation, and limiting factors. The EOR must verify suitability for any specific
application, and the capacity of the supportive structure to receive the shown configuration and
associated reaction loads. Modification to components and/or design may alter performance and
must be evaluated by the EOR.
PROJECT NUMBER:PAPER SIZE:
ANSI A
DESIGNED:CHECKED: REVIEWED:
OMOGAB BAP JWP
PROJECT NAME:
PROJECT DESCRIPTION:
ELECTRICAL & INSTRUMENTATION
PANEL STAND
REVISION HISTORY
PROJECT JOB SHEET
10017 EI 1- -
DRAWN:
TYPICAL DETAILS
TD-EI-GP122-C
NOTES:
1. THIS DRAWING REPRESENTS A COMMON CONFIGURATION FOR THIS APPLICATION. THE ELECTRICAL AND INSTRUMENTATION SUPPORT IS LOAD RATED AND
DIMENSIONALLY LIMITED BASED ON HILTI -PUBLISHED STATIC LOAD DATA AND DESIGN METHODOLOGIES, AND GENERIC, NON-PROJECT SPECIFIC DESIGN
ASSUMPTIONS. THE ENGINEERING OF RECORD SHALL EVALUATE THIS SUPPORT TO DETERMINE ITS SUITABILITY FOR THE ACTUAL, PROJECT SPECIFIC DESIGN
CRITERIA AND REQUIREMENTS.
2. ALL LOADS ASSUMED TO ACT AT THE CENTER OF THE HORIZONTAL SUPPORT BEAMS, NO ECCENTRIC LOADS INCLUDED. PANEL/INSTRUMENT CONNECTION HARDWARE
MUST BE CHECKED SEPARATELY.
3. DESIGN ASSUMPTIONS: IBC 2012 BUILDING CODE; SEE TABLE FOR DESIGN LOADS (STATIC U.N.O.).
4. REFER TO COMPONENT MANUFACTURER'S IFU'S FOR REQUIRED INSTALLATION INFORMATION.
5. FOR APPLICABLE CONCRETE OR STEEL ANCHOR DESIGN CONTACT HILTI OR THE PROJECT SITE ENGINEER OF RECORD.
6
5
H
AS
REQ'D
2
4
W
AS REQ'D
11
2
3
H1
A. RATED FOR 200 LBS FACTORED VERTICAL LOAD (LRFD).
B. RATED FOR 200 LBS ALLOWABLE VERTICAL LOAD (ASD).
C. ANCHOR CAPACITY NOT CONSIDERED.
LRFD,
lbs
ASD,
lbs
Transverse
Longitudinal
Transverse
Longitudinal
Max H1, in
42
900
1520
580
1040
78
Max H, in
Max W, in
48
L
o
n
g
i
t
u
d
i
n
a
l
T
r
a
n
s
v
e
r
s
e
Vertical
NO: DESCRIPTION: DATE:
A NOT FOR CONSTRUCTION
10/06/2017
** ASSUME 4 PER PANEL
GENERIC PANEL CONFIGURATION.
PANEL BY OTHERS.
ELEVATION
(SCALE 3/8"=1'-0")
ISOMETRIC
(SCALE 3/8"=1'-0")
Qty.*DescriptionItem No.*Piece Mark
2GIRDER MIQ-9021198661
2GIRDER MIQ-9021198662
2MIQC-C90 BASE PLATE21201443
4CONNECTOR MIQC-90-MI-V21402584
**MIQM 3/8" WING NUT21835845
2END CAP - MIA-EC-904320776
8USE APPROPRIATE HILTI ANCHORVARIES7
1
1
2
2
3
3
4
4
5
5
6
6
A A
B B
C C
D D
E E
F F
All loading and design criteria supplied by customer is assumed accurate. Only the stated Design
Assumptions were considered, and must be verified by the responsible Engineer of Record (EOR).
The basis of Hilti component and connection design is the published data in the current Hilti
Technical Guide, including material and cross-section properties, allowable load values, factors of
safety, methods of calculation, and limiting factors. The EOR must verify suitability for any specific
application, and the capacity of the supportive structure to receive the shown configuration and
associated reaction loads. Modification to components and/or design may alter performance and
must be evaluated by the EOR.
PROJECT NUMBER:PAPER SIZE:
ANSI A
DESIGNED:CHECKED: REVIEWED:
OMOGAB IDP JWP
PROJECT NAME:
PROJECT DESCRIPTION:
ELECTRICAL & INSTRUMENTATION
PANEL STAND
REVISION HISTORY
PROJECT JOB SHEET
10017 EI 1- -
DRAWN:
TYPICAL DETAILS
TD-EI-GP123-C
H
W
4
2
6
7
3
MIQM WING NUT
1
4
AS REQ'D
2
1
H1
5
NO: DESCRIPTION: DATE:
A NOT FOR CONSTRUCTION
10/06/2017
NOTES:
1. THIS DRAWING REPRESENTS A COMMON CONFIGURATION FOR THIS APPLICATION. THE ELECTRICAL AND INSTRUMENTATION SUPPORT IS LOAD RATED AND
DIMENSIONALLY LIMITED BASED ON HILTI -PUBLISHED STATIC LOAD DATA AND DESIGN METHODOLOGIES, AND GENERIC, NON-PROJECT SPECIFIC DESIGN
ASSUMPTIONS. THE ENGINEERING OF RECORD SHALL EVALUATE THIS SUPPORT TO DETERMINE ITS SUITABILITY FOR THE ACTUAL, PROJECT SPECIFIC DESIGN
CRITERIA AND REQUIREMENTS.
2. ALL LOADS ASSUMED TO ACT AT THE CENTER OF THE HORIZONTAL SUPPORT BEAMS, NO ECCENTRIC LOADS INCLUDED. PANEL/INSTRUMENT CONNECTION HARDWARE
MUST BE CHECKED SEPARATELY.
3. DESIGN ASSUMPTIONS: IBC 2012 BUILDING CODE; SEE TABLE FOR DESIGN LOADS (STATIC U.N.O.).
4. REFER TO COMPONENT MANUFACTURER'S IFU'S FOR REQUIRED INSTALLATION INFORMATION.
5. FOR APPLICABLE CONCRETE OR STEEL ANCHOR DESIGN CONTACT HILTI OR THE PROJECT SITE ENGINEER OF RECORD.
A. RATED FOR 200 LBS FACTORED VERTICAL LOAD (LRFD).
B. RATED FOR 200 LBS ALLOWABLE VERTICAL LOAD (ASD).
C. ANCHOR CAPACITY NOT CONSIDERED.
LRFD,
lbs
ASD,
lbs
Transverse
Longitudinal
Transverse
Longitudinal
Max H1, in
42
400
200
280
140
78
Max H, in
Max W, in
48
** ASSUME 4 PER PANEL
L
o
n
g
i
t
u
d
i
n
a
l
T
r
a
n
s
v
e
r
s
e
Vertical
GENERAL PANEL CONFIGURATION.
PANEL BY OTHERS.
ELEVATION
(SCALE 1/4"=1'-0")
ISOMETRIC
(SCALE 1/4"=1'-0")
Qty.*DescriptionItem No.*Piece Mark
2BRACKET MIC-C90-DH-2000 *21746821
4GIRDER MIQ-9021198662
8CONNECTOR MIQC-90-MI-V21402583
**MIQM 3/8" WING NUT21835844
2END CAP - MIA-EC-904320775
8USE APPROPRIATE HILTI ANCHORVARIES6
1
1
2
2
3
3
4
4
5
5
6
6
A A
B B
C C
D D
E E
F F
All loading and design criteria supplied by customer is assumed accurate. Only the stated Design
Assumptions were considered, and must be verified by the responsible Engineer of Record (EOR).
The basis of Hilti component and connection design is the published data in the current Hilti
Technical Guide, including material and cross-section properties, allowable load values, factors of
safety, methods of calculation, and limiting factors. The EOR must verify suitability for any specific
application, and the capacity of the supportive structure to receive the shown configuration and
associated reaction loads. Modification to components and/or design may alter performance and
must be evaluated by the EOR.
PROJECT NUMBER:PAPER SIZE:
ANSI A
DESIGNED:CHECKED: REVIEWED:
OMOGAB IDP JWP
PROJECT NAME:
PROJECT DESCRIPTION:
ELECTRICAL & INSTRUMENTATION
PANEL STAND
REVISION HISTORY
PROJECT JOB SHEET
10017 EI 1- -
DRAWN:
TYPICAL DETAILS
TD-EI-GP125-C
H
W
3
4
5
6
MIQM WING NUT
2
3
AS REQ'D
2
2
2
H1
H2
H3
NOTES:
1. THIS DRAWING REPRESENTS A COMMON CONFIGURATION FOR THIS APPLICATION. THE ELECTRICAL AND INSTRUMENTATION SUPPORT IS LOAD RATED AND
DIMENSIONALLY LIMITED BASED ON HILTI -PUBLISHED STATIC LOAD DATA AND DESIGN METHODOLOGIES, AND GENERIC, NON-PROJECT SPECIFIC DESIGN
ASSUMPTIONS. THE ENGINEERING OF RECORD SHALL EVALUATE THIS SUPPORT TO DETERMINE ITS SUITABILITY FOR THE ACTUAL, PROJECT SPECIFIC DESIGN
CRITERIA AND REQUIREMENTS.
2. ALL LOADS ASSUMED TO ACT AT THE CENTER OF THE HORIZONTAL SUPPORT BEAMS, NO ECCENTRIC LOADS INCLUDED. PANEL/INSTRUMENT CONNECTION HARDWARE
MUST BE CHECKED SEPARATELY.
3. DESIGN ASSUMPTIONS: IBC 2012 BUILDING CODE; SEE TABLE FOR DESIGN LOADS (STATIC U.N.O.).
4. REFER TO COMPONENT MANUFACTURER'S IFU'S FOR REQUIRED INSTALLATION INFORMATION.
5. FOR APPLICABLE CONCRETE OR STEEL ANCHOR DESIGN CONTACT HILTI OR THE PROJECT SITE ENGINEER OF RECORD.
L
o
n
g
i
t
u
d
i
n
a
l
T
r
a
n
s
v
e
r
s
e
Vertical
LRFD,
lbs
ASD,
lbs
Transverse
Longitudinal
Transverse
Longitudinal
Max H3, in
18
1600
1840
1100
1120
42
Max H2, in
Max H1, in
54
Max H, in
Max W, in
78
84
A. RATED FOR 800 LBS FACTORED VERTICAL LOAD (LRFD).
B. RATED FOR 800 LBS ALLOWABLE VERTICAL LOAD (ASD).
C. ANCHOR CAPACITY NOT CONSIDERED.
** ASSUME 4 PER PANEL
GENERIC PANEL CONFIGURATION.
PANELS BY OTHERS.
NO: DESCRIPTION: DATE:
1 NOT FOR CONSTRUCTION
10/06/2017
1 1
ELEVATION
(SCALE 3/8"=1'-0")
ISOMETRIC
(SCALE 3/8"=1'-0")
Qty.*DescriptionItem No.*Piece Mark
2BRACKET MIC-C90-DH-200021746821
2GIRDER MIQ-9021198662
2GIRDER MIQ-9021198663
4CONNECTOR MIQC-90-MI-V21402584
2CONNECTOR MIC-U-MA3048065
2CONNECTOR MIC-CU-MAH CONCRETE21746646
2END CAP - MIA-EC-904320777
**MIQM 3/8" WING NUT21835848
12USE APPROPRIATE HILTI ANCHORVARIES9
1
1
2
2
3
3
4
4
5
5
6
6
A A
B B
C C
D D
E E
F F
All loading and design criteria supplied by customer is assumed accurate. Only the stated Design
Assumptions were considered, and must be verified by the responsible Engineer of Record (EOR).
The basis of Hilti component and connection design is the published data in the current Hilti
Technical Guide, including material and cross-section properties, allowable load values, factors of
safety, methods of calculation, and limiting factors. The EOR must verify suitability for any specific
application, and the capacity of the supportive structure to receive the shown configuration and
associated reaction loads. Modification to components and/or design may alter performance and
must be evaluated by the EOR.
PROJECT NUMBER:PAPER SIZE:
ANSI A
DESIGNED:CHECKED: REVIEWED:
OMOGAB IDP JWP
PROJECT NAME:
PROJECT DESCRIPTION:
ELECTRICAL & INSTRUMENTATION
PANEL STAND
REVISION HISTORY
PROJECT JOB SHEET
10017 EI 1- -
DRAWN:
TYPICAL DETAILS
TD-EI-GP138-C
H
4
8
7
7
1
5
6
MIQM WING NUT
2
4
9
AS REQ'D
W
H1
GENERIC PANEL CONFIGURATION.
PANELS BY OTHERS.
3
NO: DESCRIPTION: DATE:
A NOT FOR CONSTRUCTION
10/09/2017
L
o
n
g
i
t
u
d
i
n
a
l
T
r
a
n
s
v
e
r
s
e
Vertical
** ASSUME 4 PER PANEL
NOTES:
1. THIS DRAWING REPRESENTS A COMMON CONFIGURATION FOR THIS APPLICATION. THE ELECTRICAL AND INSTRUMENTATION SUPPORT IS LOAD RATED AND
DIMENSIONALLY LIMITED BASED ON HILTI -PUBLISHED STATIC LOAD DATA AND DESIGN METHODOLOGIES, AND GENERIC, NON-PROJECT SPECIFIC DESIGN
ASSUMPTIONS. THE ENGINEERING OF RECORD SHALL EVALUATE THIS SUPPORT TO DETERMINE ITS SUITABILITY FOR THE ACTUAL, PROJECT SPECIFIC DESIGN
CRITERIA AND REQUIREMENTS.
2. ALL LOADS ASSUMED TO ACT AT THE CENTER OF THE HORIZONTAL SUPPORT BEAMS, NO ECCENTRIC LOADS INCLUDED. PANEL/INSTRUMENT CONNECTION HARDWARE
MUST BE CHECKED SEPARATELY.
3. DESIGN ASSUMPTIONS: IBC 2012 BUILDING CODE; SEE TABLE FOR DESIGN LOADS (STATIC U.N.O.).
4. REFER TO COMPONENT MANUFACTURER'S IFU'S FOR REQUIRED INSTALLATION INFORMATION.
5. FOR APPLICABLE CONCRETE OR STEEL ANCHOR DESIGN CONTACT HILTI OR THE PROJECT SITE ENGINEER OF RECORD.
LRFD,
lbs
ASD,
lbs
Transverse
Longitudinal
Transverse
Longitudinal
Max H1, in
42
840
4680
600
3120
78
Max H, in
Max W, in
120
A. RATED FOR 600 LBS FACTORED VERTICAL LOAD (LRFD).
B. RATED FOR 600 LBS ALLOWABLE VERTICAL LOAD (ASD).
C. ANCHOR CAPACITY NOT CONSIDERED.
1
2
ELEVATION
(SCALE 3/8"=1'-0")
ISOMETRIC
(SCALE 3/8"=1'-0")
Qty.*DescriptionItem No.*Piece Mark
2BRACKET MIC-C90-D-2000H 21746821
2GIRDER MIQ-9021198662
2GIRDER MIQ-9021198663
4CONNECTOR MIQC-90-MI-V21402584
2CONNECTOR MIC-U-MA3048065
2CONNECTOR MIC-CU-MAH CONCRETE21746646
2END CAP - MIA-EC-904320777
**MIQM 3/8" WING NUT21835848
11USE APPROPRIATE HILTI ANCHORVARIES9
1
1
2
2
3
3
4
4
5
5
6
6
A A
B B
C C
D D
E E
F F
All loading and design criteria supplied by customer is assumed accurate. Only the stated Design
Assumptions were considered, and must be verified by the responsible Engineer of Record (EOR).
The basis of Hilti component and connection design is the published data in the current Hilti
Technical Guide, including material and cross-section properties, allowable load values, factors of
safety, methods of calculation, and limiting factors. The EOR must verify suitability for any specific
application, and the capacity of the supportive structure to receive the shown configuration and
associated reaction loads. Modification to components and/or design may alter performance and
must be evaluated by the EOR.
PROJECT NUMBER:PAPER SIZE:
ANSI A
DESIGNED:CHECKED: REVIEWED:
OMOGAB IDP JWP
PROJECT NAME:
PROJECT DESCRIPTION:
ELECTRICAL & INSTRUMENTATION
PANEL STAND
REVISION HISTORY
PROJECT JOB SHEET
10017 EI 1- -
DRAWN:
TYPICAL DETAILS
TD-EI-GP141-C
H
5
6
MIQM WING NUT
H1
4
2
7
3
GENERIC PANEL CONFIGURATION.
PANEL BY OTHERS.
W
AS REQ'D
1
2
1
9
8
L
o
n
g
i
t
u
d
i
n
a
l
T
r
a
n
s
v
e
r
s
e
Vertical
** ASSUME 4 PER PANEL
A. RATED FOR 200 LBS FACTORED VERTICAL LOAD (LRFD).
B. RATED FOR 200 LBS ALLOWABLE VERTICAL LOAD (ASD).
C. ANCHOR CAPACITY NOT CONSIDERED.
NO: DESCRIPTION: DATE:
A NOT FOR CONSTRUCTION
10/09/2017
LRFD,
lbs
ASD,
lbs
Transverse
Longitudinal
Transverse
Longitudinal
Max H1, in
42
920
4800
580
3320
78
Max H, in
Max W, in
48
NOTES:
1. THIS DRAWING REPRESENTS A COMMON CONFIGURATION FOR THIS APPLICATION. THE ELECTRICAL AND INSTRUMENTATION SUPPORT IS LOAD RATED AND
DIMENSIONALLY LIMITED BASED ON HILTI -PUBLISHED STATIC LOAD DATA AND DESIGN METHODOLOGIES, AND GENERIC, NON-PROJECT SPECIFIC DESIGN
ASSUMPTIONS. THE ENGINEERING OF RECORD SHALL EVALUATE THIS SUPPORT TO DETERMINE ITS SUITABILITY FOR THE ACTUAL, PROJECT SPECIFIC DESIGN
CRITERIA AND REQUIREMENTS.
2. ALL LOADS ASSUMED TO ACT AT THE CENTER OF THE HORIZONTAL SUPPORT BEAMS, NO ECCENTRIC LOADS INCLUDED. PANEL/INSTRUMENT CONNECTION HARDWARE
MUST BE CHECKED SEPARATELY.
3. DESIGN ASSUMPTIONS: IBC 2012 BUILDING CODE; SEE TABLE FOR DESIGN LOADS (STATIC U.N.O.).
4. REFER TO COMPONENT MANUFACTURER'S IFU'S FOR REQUIRED INSTALLATION INFORMATION.
5. FOR APPLICABLE CONCRETE OR STEEL ANCHOR DESIGN CONTACT HILTI OR THE PROJECT SITE ENGINEER OF RECORD.
ELEVATION
(SCALE 1/4"=1'-0")
ISOMETRIC
(SCALE 1/4"=1'-0")
Qty.*DescriptionItem No.*Piece Mark
3BRACKET MIC-C90-DH-2000 21746821
8GIRDER MIQ-9021198662
3GIRDER MIQ-9021198663
12CONNECTOR MIQC-90-MI-V21402584
3CONNECTOR MIC-U-MA3048065
3CONNECTOR MIC-CU-MAH CONCRETE21746646
**MIQM 3/8" WING NUT21835847
18USE APPROPRIATE HILTI ANCHORVARIES8
3END CAP - MIA-EC-904320779
4TOOTHED PLATE MIA-TP30570710
1
1
2
2
3
3
4
4
5
5
6
6
A A
B B
C C
D D
E E
F F
All loading and design criteria supplied by customer is assumed accurate. Only the stated Design
Assumptions were considered, and must be verified by the responsible Engineer of Record (EOR).
The basis of Hilti component and connection design is the published data in the current Hilti
Technical Guide, including material and cross-section properties, allowable load values, factors of
safety, methods of calculation, and limiting factors. The EOR must verify suitability for any specific
application, and the capacity of the supportive structure to receive the shown configuration and
associated reaction loads. Modification to components and/or design may alter performance and
must be evaluated by the EOR.
PROJECT NUMBER:PAPER SIZE:
ANSI A
DESIGNED:CHECKED: REVIEWED:
OMOGAB IDP JWP
PROJECT NAME:
PROJECT DESCRIPTION:
ELECTRICAL & INSTRUMENTATION
PANEL STAND
REVISION HISTORY
PROJECT JOB SHEET
10017 EI 1- -
DRAWN:
TYPICAL DETAILS
TD-EI-GP146-C
H
MIQM WING NUT
H1
H2
H3
410
GENERIC PANEL CONFIGURATION.
PANELS BY OTHERS.
3
6
5
W
EQ. EQ.
AS REQ'D
7
2
2
2
2
2
2
2
2
1 1
1
8
9
4 4
NO: DESCRIPTION: DATE:
A NOT FOR CONSTRUCTION
10/06/2017
** ASSUME 4 PER PANEL
L
o
n
g
i
t
u
d
i
n
a
l
T
r
a
n
s
v
e
r
s
e
Vertical
LRFD,
lbs
ASD,
lbs
Transverse
Longitudinal
Transverse
Longitudinal
Max H3, in
18
1800
5400
1680
3700
42
Max H2, in
Max H1, in
54
Max H, in
Max W, in
78
120
NOTES:
1. THIS DRAWING REPRESENTS A COMMON CONFIGURATION FOR THIS APPLICATION. THE ELECTRICAL AND INSTRUMENTATION SUPPORT IS LOAD RATED AND
DIMENSIONALLY LIMITED BASED ON HILTI -PUBLISHED STATIC LOAD DATA AND DESIGN METHODOLOGIES, AND GENERIC, NON-PROJECT SPECIFIC DESIGN
ASSUMPTIONS. THE ENGINEERING OF RECORD SHALL EVALUATE THIS SUPPORT TO DETERMINE ITS SUITABILITY FOR THE ACTUAL, PROJECT SPECIFIC DESIGN
CRITERIA AND REQUIREMENTS.
2. ALL LOADS ASSUMED TO ACT AT THE CENTER OF THE HORIZONTAL SUPPORT BEAMS, NO ECCENTRIC LOADS INCLUDED. PANEL/INSTRUMENT CONNECTION HARDWARE
MUST BE CHECKED SEPARATELY.
3. DESIGN ASSUMPTIONS: IBC 2012 BUILDING CODE; SEE TABLE FOR DESIGN LOADS (STATIC U.N.O.).
4. REFER TO COMPONENT MANUFACTURER'S IFU'S FOR REQUIRED INSTALLATION INFORMATION.
5. FOR APPLICABLE CONCRETE OR STEEL ANCHOR DESIGN CONTACT HILTI OR THE PROJECT SITE ENGINEER OF RECORD.
A. RATED FOR 1600 LBS FACTORED VERTICAL LOAD (LRFD).
B. RATED FOR 1600 LBS ALLOWABLE VERTICAL LOAD (ASD).
C. ANCHOR CAPACITY NOT CONSIDERED.