Steel Roof Deck Submittal Form - Hilti

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Steel Roof Deck Submittal
Hilti Account Manager:
Phone:
Decking Business Manager:
Decking Installer:
Contact Name (Last, First):
Date:
DDAATT:
Regional Hilti Field Engineer:
Phone:
Fax:
Installer trained by Hilti: Yes No Email:
Engineer of Record:
Phone:
Project Name:
Total Area (ft 2 ):
Code: 2009 IBC 2006 IBC 2003 IBC Other
Contact Name (Last, First):
Email/Fax:
Project City & State / Province:
Deck Manufacturer:
Reference: SDI ICC-ES CSSBI
Submittal Recipient: Decking Installer Account Manager Other
Decking Manager Regional Manager Field Engineer
Zone:
Support
Span (ft):
Support Steel:
Bar Joist
Structural Steel
Design Diaphragm Capacity (plf):
Deck Type Deck Guage Frame Type Frame Pattern Sidelap Type Sidelap Pattern Base Thickness
B (1.5") 24 1/2" PW 36 / 9 #10 Screw #12 Screw # Per

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Help for filling out a Deck Submittal Request
Engineer of Record:
This information is typically found in the title block on the Structural Sheets (S pages).
Total Area:
This is important. It is also important that you include the square footage of each zone if you want help calculating the number of
frame and sidelap fasteners that are needed.
Deck Manufacturer:
This is probably not on the design plans, but will typically be found on the deck shop drawings. This data is especially important for
the West coast.
Code:
The code is typically found towards the front of the Architectural section (A pages)
Reference:
Any other applicable requirements / references (e.g., SDI)
Zone:
A new zone is needed anytime the deck type, deck gauge, frame fastener type, sidelap type, sidelap pattern, load requirement or base
material changes.
Support Span:
This is the distance between the bar joist or structural steel. If there are different measurements, provide the range, the most common,
and the largest span.
Support Steel:
Rule of thumb — Bar Joist is called out as #Letter#, for example 10K1 is a joist. The first number tells you the depth of the joist. The
letter tells you the series of joist. K-series joists are the most popular, other types of joists are LH, DLH, SLH.
Structural steel beams are typically called out as W#x#. For example W10x12 is a beam. The first number tells you the depth of the
beam, the 2nd number tells you the weight per linear foot of the beam.
Design Diaphragm Capacity:
Often times, this is not called out on the plans; however, it must be included on the submittal form if it is in the plans.
Substitute Sidelap:
If you want to have the SLC screw as an option, it is important to mark Hilti SLC in this section. Also, if a top seam weld is specified,
please mark which sidelap the customer wants to substitute (i.e. button punch, etc.).
Deck Type/Deck Gauge/Weld Size/Weld Pattern:
Are usually called out on the General Notes page (frequently Sheet S01) or the “Roof Deck Plan” sheet.
Base Thickness:
This is not likely to be called out on the plans. If it is bar joist, ask the installer to get the top chord thicknesses from the joist
manufacturer.
Additional Help:
If in doubt about any of the above, ask a Technical Support Engineer, your Field Engineer, or the installer for assistance to ensure the
information is accurate.
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Hilti, Inc. (U.S.) 1-800-879-8000 www.us.hilti.com • en español 1-800-879-5000 • Hilti (Canada) Corp. 1-800-363-4458 www.hilti.ca