Steel Deck Fastening Systems
Steel Deck Fastener Design and Selection 1.1
1.1.5 Submittal Information for Floor Deck
Hilti Account Manager : Date : Phone : DDAATT : Decking Installer : Hilti Regional Field Engineer : Contact Name ( Last , First ): Phone : Installer Trained by Hilti : □ Yes □ No , please schedule training Fax / e-mail : Engineer of Record : Contact Name ( Last , First ): Phone : Fax / e-mail : Project Name : Project Zip Code : Total Area : Deck Manufacturer : Building Code : □ 2012 IBC □ 2009 IBC □ 2006 IBC □ Other
Design Reference : □ SDI □ ICC-ES □ CSSBI □ Other Submittal Recipient : □ Decking Installer □ Account Manager □ Other :
Design Diaphragm Shear Zone _______ Support Span ( ft ) _______ Support Steel □ □ Capacity ( plf ) ________
Subst . Frame : □ X-ENP-19 □ RT5
□ X-HSN 24
Subst . Sidelap : □ Hilti SLC □ # 10 Screw □ # 12 Screw
□ Button Punch □ Proprietary Punch System
Deck Type Deck Gauge Frame Type Frame Pattern Sidelap Type Sidelap Pattern Base Thickness
□ B ( 1.5 ") □ 28 □ 1 / 2 " PW □ 36 / □ 9 □ # 10 Screw □ _____ # Per Span □ < 3 / 16 "
□ BΙ ( 1.5 ") □ 26 □ 5 / 8 " PW □ 30 / □ 7 □ # 12 Screw □ _____ ( in .) on Center □ 3 / 16 "
□ N ( 3 ") □ 24 □ 3 / 4 " PW □ 24 / □ 5 □ Button Punch □ 1 / 4 "
□ 2 " x 12 " □ 22 □ # 12 or # 14 Screw □ __ / □ 4 □ ____ ( in .) Top Seam Weld Length □ 5 / 16 "
□ 3 " x 12 " □ 20 □ Other □ 3 □ Other □ 3 / 8 "
□ 9 / 16 " □ 18 □ __ □ > 3 / 8 "
□ Other □ 16
□ Normal Weight Concrete .. □ 3000 psi
□ Lightweight Concrete . . . . . □ 3500 psi
□ 4000 psi
□ Insulating Concrete ...... □ 130 psi
_________( Inches ) Concrete Depth Above Top of Flute
□ Perform Calculations based on Shear Studs Present in Design Deck fastened at a 36 / 4 pattern with standing seam sidelaps fastened by button punches @ 36 " O . C . maximum . Refer to ICC-ES ESR-2197 , Tables 10-17 , for more details .
Minimum Concrete Shear Reinforcement □ . 00075 b w s 2 □ . 00025 b w s 2
Minimum Average Spacing of Shear Studs □ 12 " □ 18 " □ 24 " □ 30 " □ 36 "
Bar Joist
Str . Steel
Minimum Welded Wire Fabric for Tabulated Shear Values □ 6 x 6 – W 1.4 x W 1.4
□ 6 x 6 – W 2.0 x W 2.0
□ 6 x 6 – W 2.9 x W 2.9
□ 6 x 6 – W 4.0 x W 4.0
□ 4 x 4 – W 4.0 x W 4.0
□ 6 x 6 – W 7.5 x W 7.5
□ 6 x 6 – W 8.3 x W 8.3
Notes
Fax or email completed forms to Hilti Technical Support at ( 918 ) 459-3004 or deck @ hilti . com .
Hilti , Inc . ( US ) 1-800-879-8000 | www . us . hilti . com I en español 1-800-879-5000 I Hilti ( Canada ) Corp . 1-800-363-4458 I www . hilti . ca I PTG Decking Supplement 2014 15