17.03.17
17.03.17
JOB NAME:
FORM NO: MTF-PR02-PD
REVISION-03
CHECK LIST - BEAMS
EFF. DATE: 07.03.17
PAGE: 07 OF 09
Description
S.No.
Det.
1
Out to Out dimension verified as per Stru. Drawings.
2
Left and Right cut back dimension verified as per Stru. Drawings.
3
Left End connection and dimensions verified as per Stru. Drawings.
4
Left end double clip connection Gauge and Slot hole direction verified.
5
Left end coping Hor. & Vertical Dimension Verified.
6
Right End connection and dimensions verified as per Stru. Drawings.
7
Right end double clip connection Gauge and Slot hole direction verified.
8
Right end coping Hor. & Vertical Dimension Verified.
9
Intermediate each connected member Hor. & Ver. Dimensions verified.
10
Each connected member running dimension verified.
11
Left, Right and intermediate connected members welding verified
12
Left end plan view skewed cutting dimensions and slope dimension verified.
13
Right end plan view skewed cutting dimensions and slope dimension verified.
14
Intermediate plan view skewed and diagonal connection running dimensions and slope dimension
verified.
15
Top & Bottom flange hole gauge dimension verified.
16
Requirement of Stiffener welding verified.
17
Left end Moment connection dimension verified
18
Right end Moment connection dimensions verified.
19
Radial beam Left and Right end connection Hor & Ver dimension verified
20
Radial beam radius dimension verified as per arch & Stru. Drawings.
21
Radial Beam running dimension for intermediate connections verified.
22
Radial Beam intermediate connections for shear and skewed welding verified.
23
Sloped beam Top and Bottom connection Hor & Ver dimension verified
24
Sloped beam Top and Bottom coping connection Hor & Ver dimension verified
25
Sloped Beam running dimension for intermediate connections verified.
26
Sloped Beam intermediate connections for shear and skewed welding verified.
27
Top & Bottom flange connected members welding verified as per Arch. & Stru. Drawings
28
Painting note verified in the Beam
29
30
Field Bolts Length and Quantify verified in BOM.
Title block verified all aspects.
a) Client Address
b) Job No.
c) Sheet No.
d) Revision No. and Date.
e) Requirement of Notes.
f) Paint Note
g) Hole Dia u.n.o
h) welding Number
31
Verify Hold Location mention the Cloud with raise to RFI
32
Verify Approver Note with Cloud Area (which are not have proper information)
33
Verify Filed Bolts Length and Quantity in bill of material.
34
Radial beam chord length and mid ordinate dimensions provided.
35
Provide bevels in radial beam w.r.t. chord.
Detailer
Checker
Team Head
Reviewer
Chk.
T.L.
JOB NAME:
FORM NO: MTF-PR02-PD
REVISION-03
CHECK LIST - BRACING
EFF. DATE: 07.03.17
PAGE: 08 OF 09
Description
S.No.
1
Out to Out dimension verified
2
Left end dimensions verified as fab reqd.
3
Right end dimensions verified as fab reqd.
4
Slope triangle dimension verified as per Stru. Drawings.
5
Work point to left end member dimension verified.
6
work point to right end member dimension verified.
7
middle connection of gusset plate slope dimension verified.
8
middle connection of gusset plate dimension verified as fab reqd..
9
member to gusset welding verified as Structural
10
Pack plate elevation dimension verified
11
Pack plate elevation running dimension verified.
12
Pack plate cross section provided.
13
pack plate section, welding and dimension verified.
14
Left and Right and gusset Bolts dia provided.
15
Painting note verified
16
Field Bolts Length and Quantify verified in BOM.
Det.
Chk.
Title block verified all aspects.
a) Client Address
b) Job No.
c) Sheet No.
17
d) Revision No. and Date.
e) Requirement of Notes.
f) Paint Note
g) Hole Dia u.n.o
h) welding Number
18
Verify Hold Location mention the Cloud with raise to RFI
19
Verify Approver Note with Cloud Area (which are not have proper information)
20
Verify Filed Bolts Length and Quantity in bill of material.
Detailer
Checker
Team Head
Reviewer
T.L.
JOB NAME:
FORM NO: MTF-PR02-PD
REVISION-03
CHECK LIST - COLUMNS
EFF. DATE: 07.03.17
PAGE: 06 OF 09
S.No.
Description
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
Bottom of base plate elevation provide as per Arch. & Structural.
Top of cap plate elevation provided as per Arch. & structural.
Intermediate Each floor elevation provided as per Structural.
Bottom of base plate to Column connected bracing gusset located dimension and welding verified.
Column to bracing gusset dimensions and welding verified.
Every Floor Elevation connected member dimension and member size provided in all sides.
Every Floor Elevation connected member Bolts dia provided.
Every Floor Elevation connected member running dimension provided.
Bottom to top dimensions provided.
Bottom of base plate to First, second ,third, fourth, fifth and sixth elevation dimensions provided.
Bottom of base plate section provided.
Bottom of base plate and Hole dia dimensions and welding provided as per fab Reqd.
Top of cap plate dimensions and welding, Hole dia and piece mark provided in fab reqd.
First to sixth elevations shear connected hole to column end dimension provided.
First to sixth elevations shear connected hole to column centre dimension provided.
First to sixth elevations shear connected hole dia dimension provided.
Joist Bracket elevation, running dimension and column to bracket first hole dimension provided
Stiffener running dimension and cross section provided.
Stiffener welding and piece mark provided in cross section
all elevation members connected position each cross section provided.
Hole dia, welding and dimensions provided in all cross sections.
Base plate and cap plate thickness dimension provided.
Column Face Mark Provided.
Column to shear plate or angle location dimension provided in cross section or elevation.
Column Left side view if reqd. provided all connection dimensions and elevation dimensions.
Column Right side view if reqd. provided all connection dimensions and elevation dimensions.
All connected member welds verified.
Column Title and location of column mention the grids provided in bottom of column
Column Face Mark Provided.
Painting note verified
Field Bolts Length and Quantify verified in BOM.
Title block verified all aspects.
a) Client Address
b) Job No.
c) Sheet No.
d) Revision No. and Date.
e) Requirement of Notes.
f) Paint Note
g) Hole Dia u.n.o
h) welding Number
Verify Hold Location mention the Cloud with raise to RFI
Verify Approver Note with Cloud Area (which are not have proper information)
Verify Filed Bolts Length and Quantity in bill of material.
32
33
34
35
Detailer
Checker
Det.
Team Head
Reviewer
Chk.
T.L.
JOB NAME:
FORM NO: MTF-PR02-PD
REVISION-03
CHECK LIST - EMBEDS
& LINTEL
EFF. DATE: 07.03.17
PAGE: 04 OF 09
Description
S.No.
Det.
Chk.
Grid Nos. verified as per Structural and Arch. Drawings
1
Grid to Grid dimensions verified as per Structural and Arch. Drawings.
2
Grid to Embed Plate Location dimension verified as per Structural and Arch. Drawings.
3
Embed Plate orientation verified as per Structural and Arch. Drawings.
4
Circular Embed Plate dimensions and radius verified as per Stru. & Arch. Drawings.
5
Diagonal Embed Plate orientation and dimensions verified as per Stru. & Arch. Drawings.
6
Verify Title on Bottom of the Plan and Notes U.N.O Elevation
7
North Location verified as per Stru. & Arch. Drawings.
8
Key Plan verified as per Stru. & Arch. Drawings.
9
10 Title block verified all aspects.
a) Client Address
b) Job No.
c) Sheet No.
d) Revision No. and Date.
e) Requirement of Notes.
11 Verify Hold Location mention the Cloud with raise to RFI
12 Verify Approver Note with Cloud Area (which are not have proper information)
13 Embed Plate size & Type of Anchor & Grade verified as per Stru. & Arch. Drawings
14 Verify Embed Plate section detail and required for all aspects
a) Type of anchor
b) Required weld verified
c) Thickness of embed plate dimension verified.
d) location of anchors verified
e) Type of anchor and length mentioned
f) Paint Color and location Verified.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Lintels
Grid Nos. verified as per Structural and Arch. Drawings
Grid to Grid dimensions verified as per Structural and Arch. Drawings.
Grid to Lintel Location dimension verified as per Structural and Arch. Drawings.
Lintel orientation verified as per Structural and Arch. Drawings.
Circular Lintel dimensions and radius verified as per Stru. & Arch. Drawings.
Diagonal Lintel orientation and dimensions verified as per Stru. & Arch. Drawings.
Lintel Length verified as per Stru. & Arch. Drawings.
Verify Title on Bottom of the Plan and Notes U.N.O Elevation
North Location verified as per Stru. & Arch. Drawings.
Key Plan verified as per Stru. & Arch. Drawings.
Title block verified all aspects.
a) Client Address
b) Job No.
c) Sheet No.
d) Revision No. and Date.
e) Requirement of Notes.
Verify Hold Location mention the Cloud with raise to RFI
Verify Approver Note with Cloud Area (which are not have proper information)
Lintel size & Type of Anchor & Grade verified as per Stru. & Arch. Drawings
Verify Lintel section detail and required for all aspects
a) Type of anchor
b) Required weld verified
c) Insert Lintel orientation verified.
d) Paint Color and location Verified.
Detailer
Checker
Team Head
Reviewer
T.L.
JOB NAME:
FORM NO: MTF-PR02-PD
REVISION-03
CHECK LIST - ERECTION
EFF. DATE: 07.03.17
PAGE: 05 OF 09
Description
S.No.
Det.
1
Over all Building outer to outer dimension verified as per Stru. & Arch. Drawings
2
Grid Nos. verified as per Structural and Arch. Drawings
3
Grid to Grid dimensions verified as per Structural and Arch. Drawings.
4
Column orientation verified as per Structural and Arch. Drawings.
5
Column Size and Part Mark No. verified as per Structural Drawings.
6
Primary Beam Size and Part Mark No. verified as per Structural Drawings.
7
Secondary Beam sizes Part Mark and Dimensions Verified as per Structural Drawings.
8
Opening Dimensions and member Size, Part Mark No. Verified as per Structural Drawings.
9
Diagonal Beam Horizontal and Vertical Location dimension Verified as per Structural Drawings.
10
Arch Beam locate work point dimension nearest grid and radius dim. Verified as Strl. Drgs.
11
Verify the Bracing Horizontal and Vertical, work points, Elevations & Dimensions.
12
Verify the Bracket Horizontal and Vertical, work points, Elevations & Dimensions.
13
Verify Title on Bottom of the Plan and Notes U.N.O Elevation
14
North Location verified as per Stru. & Arch. Drawings.
15
16
Key Plan verified as per Stru. & Arch. Drawings.
Title block verified all aspects.
a) Client Address
b) Job No.
c) Sheet No.
d) Revision No. and Date.
e) Requirement of Notes.
17
Verify Hold Location mention the Cloud with raise to RFI
18
Verify Approver Note with Cloud Area (which are not have proper information)
19
20
Verify the required locations of the section Marks with Sheet No. provide or not?
Verify Section detail with required for all aspects
a) Connecting members & size verified
b) Connecting member location dimension and Grid no verified.
c) Field, type of weld & size verified.
d) Moment connection detail verified as per client requirement.
e) Client requirement note verified on section view.
f) Joist note and Depth of joist dimension verified Strl. & Arch. Drgs.
g) Verify the Expansion clearance dimension.
h) Verify the Expansion Anchor location, note & Elevation.
i) Verify End of the Ledger Angle and Bent plate location of the grid dimensions
j) Joist sheeting connection verified.
k) Joist end connection and client requirement note verified.
l) Verify Title on Bottom of the Section detail.
m) Depth of the shear key verified.
n) shim verified.
o) Concrete pocket size verified.
21
Mark Non-Standard bolts on job.
Detailer
Checker
Team Head
Reviewer
Chk.
T.L.
JOB NAME:
FORM NO: MTF-PR02-PD
REVISION-04
CHECK LIST - MODEL
EFF. DATE: 07.03.17
PAGE: 01 OF 09
DESCRIPTION FOR SETUP CHECK LIST
S.No.
1
Job north fixed as per contract
2
Material grades for different shapes
3
4
Design method need to fix as ASD 9th or 14th / LRFD
Design load ( % of Uniform load ) fixed
5
Auto standard connection checked and corrected as per contract/ Fabricator Preference
6
Bill of material layout checked
7
Standard Bolt Gage values are checked
8
Plate definition created properly
9
Check for the sequences in the job
10
Piece marking options per Sequences
11
Standard bolt dia and grade fixed for job.
DESCRIPTION FOR GRID LAYOUT
S.No.
1
Grid to grid dimension placed as per structural
2
Grid labels are marked as per structural
3
Grid to Grid dimensions are cross verified with Secondary dimensions on structural
4
Grid to Grid dimensions are cross verified with Arch drawings
5
Grid labels are cross verified with Arch
6
Building outer to outer dimension is cross verified in model
7
Any inclined grids are in the project is placed with proper references/ intersection points shown on structural.
8
Inclined grids other intersection grid points are cross verified
9
Any circular grid are placed with proper center shown structural with provided radius
10
Circular grid center and radius cross verified with Arch
11
Primary and secondary grids are entered in model as primary and secondary respectively
S.No.
DESCRIPTION FOR COLUMN PLACEMENT
1
All columns are located in Grid intersection/ offset from grid placed as per structural
2
All columns section sizes are provided as per structural
3
All column orientations are provided as per structural
4
Column bottom of base plate elevation fixed as per structural.
5
Any location bottom base plate elevation conflicts from Foundation plan and sections.
6
Base plate provided for all columns as per structural through Plate def/user defined.
7
Shear Key details verified as per Stru. Drawings.
8
Grout Hole & Vent Hole verified as per Stru. Drawings.
9
Any manual base plate changes made
10
All locations base plate and anchor rod spacing are cross verified Column schedule or base plate schedule.
11
Base Plate sizes are cross verified with bracing gusset layout if any.
DESCRIPTION FOR AB PLAN VIEW GENERATION
S.No.
1
Plan view created as bottom of base plate elevation which is most common in plan
2
view depth adjusted depends on other base plates on the model.
3
View saved as Anchor rod setting plan
4
The following items are followed in detail the erection view
Mod.
Det.
Chk.
Mod.
Det.
Chk.
Mod.
Det.
Chk.
Mod.
Det.
Chk.
a) Member style in Wire
b) Dimension anchor bolt
5
Proper Status display used if sequence wise anchor bolt plan need to generate
Modeler
Detailer
Checker
Team Head
Reviewer
JOB NAME:
FORM NO: MTF-PR02-PD
REVISION-03
CHECK LIST - MODEL
EFF. DATE: 07.03.17
PAGE: 02 OF 09
DESCRIPTION FOR EMBED/BEARING PLATE CHECK LIST
S.No.
Mod.
Det.
Chk.
Mod.
Det.
Chk.
Mod.
Det.
Chk.
1
All Non structurally connected items are located
2
All joists seating at masonry/concrete are consider with embed plate
3
Embed sizes are followed as per structural sections
4
Feasibility check made for all embed plate sizes
5
All embeds are located with proper elevation as per Joist shoe depth/Beam depth.
6
Members connecting over the side of masonry / Concrete wall are used with proper embeds
7
Headed studs location and Qty followed properly as per structural
8
Angle embeds studs are properly modelled as per structural direction.
Member Stick should be at the center & top of the embed to ease for dimensioning in E-Plans & to get correct
elevation
Here we need shop bolted field welded clip angle connections. Create user defined connections if quantity are more.
9
10
DESCRIPTION FOR LINTEL CHECK LIST
S.No.
1
Specific lintel sizes are used as per Lintel schedule on structural
2
Generalized Lintel sizes are taken from general/ Structural notes
3
Bearing length of the lintels are used as per structural notes
4
For the unavailability bearing length , used for W section 8" and angles 6" bearing.
5
Verified for the welded plates requirements at the bottom of the landing as per structural.
6
Plate offset is determined as per wall layout/ Arch drawing information provided
7
Requirement for Head stud over the beam is verified with lintel schedule or general notes.
8
Number of headed studs decided as per length of member and maximum spacing.
9
Lintels are placed in specific location/ Out side of the model as per client requirement.
10
W- section Lintel placement will done for exact opening dimension and bearing length is given as setback
DESCRIPTION FOR BEAM CHECK LIST
S.No.
1
Top of steel (TOS) elevation used as marked in structural.
2
TOS cross verified with arch drawings from the finish floor elevation.
3
Incase of slope beams left and Right end elevations are fixed as per structural
4
Incase of slope beams, TOS cross verified with arch drawings from the floor slope values.
5
Members where joist are sitting to be lowered for Shoe depth value.
6
Members parallel to joist should have same elevation of top of joist.
7
All the condition deck bearing continuation is checked.
8
Floor level step down/ Step up is followed as per structural and the same cross verified with Arch.
9
Beam size is followed as per structural
10
Grade is used as per Structural/ Specification.
11
Connections are used as auto standard while placement of members always.
12
Load used auto value while placement, unless its specified on structural drawings.
13
Other than member size, Elevation, Orientation, Camber all other parameter are used as auto default.
14
All beams are located with proper dimensions provided as per structural.
Any availability of section size provided on the drawings, used next higher size beam and added note on
remarks.
Any missing dimensions for the location of the members are made with better assumption for locations and
15
16
17
18
19
also RFI raised for the same.
Any curved member properly located with provided radius and location as per structural.
Any opening frames are made with proper assumed or provided dimension and information. Clouded for
unavailable information's.
At roof, secondary beam web orientation. Vertical or Normal?
Modeler
Detailer
Checker
Team Head
Reviewer
JOB NAME:
FORM NO: MTF-PR02-PD
REVISION-03
CHECK LIST - MODEL
EFF. DATE: 07.03.17
PAGE: 03 OF 09
DESCRIPTION FOR VERTICAL BRACING CHECK LIST
S.No.
1
Specific view of the Grid opened for Vertical brace placement.
2
4
Bracing work points are fixed as per shown on structural
For unavailability of information for work point, intersection of column and beam center/ bottom of base plate
used.
Bracing size used as per structural
5
Grade is used as per Structural/ Specification.
6
Connections are used as auto standard while placement of members always.
7
Load used auto value while placement, unless its specified on structural drawings.
8
Other than member size and Orientation, all other parameter are used as auto default.
9
For Rod bracing , pipe brace initially used to get the connection.
3
DESCRIPTION FOR HORIZONTAL BRACING CHECK LIST
S.No.
1
Specific view opened for bracing placement
2
Bracing size used as per structural
3
Grade is used as per Structural/ Specification.
4
Connections are used as auto standard while placement of members always.
5
Load used auto value while placement, unless its specified on structural drawings.
6
Other than member size and Orientation, all other parameter are used as auto default.
7
Horizontal brace vertical down elevation from TOS is verified with structural
8
Are bracing elevations same at both ends? Horizontal Braces may sloped at sloped roofs.
DESCRIPTION FOR CONNECTION CHECK LIST
S.No.
1
Fail connection locations are found through status display
2
Every failed connection locations are properly examined for the failure reason.
3
Failed connection are tried to fix through system connection like Clip angle, shear etc.
Failed connections after tried through system connections also are made forced connection/ Manual
connection.
Manual connection are made in the project.
4
5
6
7
8
9
Mod.
Det.
Mod.
Det.
Chk.
Mod.
Det.
Chk.
connection design checked for the following condition, forced connection, manual connection, connection
made with reduction of load and Graphical connection.
Zero failed connection fixed in the project.
Every location connection examined with Standard connection type for that project, Fabrication preferences
and Erection Feasibility.
Connections are cross verified with proper sections provided on the project for material thickness, additional
items like stiffeners, Shop weld or field weld conditions.
Modeler
Detailer
Checker
Team Head
Chk.
Reviewer
17.03.17
CHECK LIST FOR PROJECT STUDY
• Scope of the project:
• Geometry of the project whether
1. Straight
2. Radial
3. Sloped or any other
• Key plan
1. Orientation of building (facing north)
2. Blocking of the total project
3. Number of floors
4. Elevation of floors
• Study of structural notes
1. Grade of main steel
2. Grade of connecting steel
3. Information about Bolts
4. Information about welds
5. Joist connection
6. Anchorage details to the concrete.
7. Information about studs.
8. Finishing to the project (painted, galvanized, fireproof etc.)
9. Which part should receive finishing
10.Base plate schedule and columns are matching or not.
• Foundation plans
1. Grid to grid dimensions
2. Missing of grid
3. profiles of columns.
4. Check whether every column can be placed with the given information
5. level difference of bottom of base plate.
• Framing plans
1. Missing Profiles of beams
2. Elevation of the respective level
3. Spot out bigger profiles if any.
4. Type of connection. If any moment connection is required.
5. Beams which receive embed connection.
6. Orientation of columns in framing plans matching with columns in footing
plans.
• Framing details
1. Anchor rod details given or not.
2. Connection details (beam to beam, beam to column)
3. Splice connections( bolted or welded)
4. Cross verify section details with respective locations in framing plans.
5. Edge of slab detail given or not.
6. Stud details.
JOB NAME:
REVISION-03
EFF. DATE: 07.03.17
PAGE: 09 OF 09
CHECK LIST STAIRCASE
Description
S.No.
1
Bottom of Base Elevation verified in each floor.
2
Top of Floor Elevation verified in each floor.
3
Bottom of Stringer base connection & Dimensions verified in each floor.
4
Top of stringer connection & Dimensions verified in each floor.
5
Stair Horizontal and vertical overall dimension verified.
6
Stair Thread and rise dimension verified.
7
Stair Thread detail dimensions verified.
8
Top and Bottom work point location verified.
9
Stringer to thread support angle welding verified.
10
Stringer Horizontal member to diagonal member weld verified.
11
Landing Platform connecting member location dimension verified.
12
Stair Handrail post location dimension verified.
13
Stair handrail bottom connection detail and weld verified
14
Stair handrail Top connection detail and weld verified
15
Landing Platform handrail dimensions verified.
16
Painting note verified
17
Field Bolts Length and Quantify verified in BOM.
FORM NO: MTF-PR02-PD
Det.
Chk.
Title block verified all aspects.
a) Client Address
b) Job No.
c) Sheet No.
18
d) Revision No. and Date.
e) Requirement of Notes.
f) Paint Note
g) Hole Dia u.n.o
h) welding Number
19
Verify Hold Location mention the Cloud with raise to RFI
20
Verify Approver Note with Cloud Area (which are not have proper information)
21
Verify Filed Bolts Length and Quantity in bill of material.
22
Stair nosing dimensions verified.
23
Angles to support mid-landing deck provided.
Detailer
Checker
Team Head
Reviewer
T.L.