ICC ESR-3693 for Racing Tip 5 Screw System

ManualsBrandsHilti ManualsFastenersS-SLC/S-MD/S-RT Self-drilling sidelap screws for SDT 9

Table Of Contents

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ICC-ES Evaluation Report ESR-3693

Reissued May 2021

This report is subject to renewal May 2023.

www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council

DIVISION: 05 00 00—METALS

Section: 05 05 23—Metal Fastenings

Section: 05 31 00—Steel Decking

REPORT HOLDER:

HILTI, INC.

EVALUATION SUBJECT:

STEEL DECK DIAPHRAGMS ATTACHED WITH HILTI

S-MD 12-24 x 1

M OR S-RT5+ M9 FRAME FASTENERS

AND HILTI S-SLC 01 M HWH, S-SLC 02 M HWH, OR S-

MD 10-16 x

M HWH3, S-MD 10-16 x

HWH3 M9, S-MD 12-24 x

M HWH4, AND S-MD

12-24 x

HWH4 M9 SCREW SIDELAP CONNECTORS,

VERCO VSC2 SIDELAP CONNECTIONS, OR BUTTON

PUNCH SIDELAP CONNECTIONS

1.0 EVALUATION SCOPE

Compliance with the following codes:

2018, 2015, 2012, and 2009 International Building Code

(IBC)

For evaluation for compliance with codes adopted by the

Los Angeles Department of Building and Safety (LADBS),

see ESR-3693 LABC Supplement.

Property evaluated:

Structural

2.0 USES

Hilti’s S-MD 12-24 x 1

M and S-RT5+ M9 frame fasteners

are used to attach B, BI, and Verco PLB steel roof deck

panels to supporting steel framing. Hilti’s S-SLC 01 M HWH,

S-SLC 02 M HWH, S-MD 10-16 x

M HWH3, S-MD 10-16

HWH3 M9, S-MD 12-24 x

M HWH4, and S-MD 12-

24 x

HWH4 M9 screws, Verco’s VSC2 sidelap

connections, and button punch sidelap connections are

used to connect the steel deck panels together at the panel

sidelaps.

3.0 DESCRIPTION

3.1 Frame Fasteners:

The Hilti S-MD 12-24 x 1

M self-drilling screw fasteners

are case-hardened from carbon steel conforming to ASTM

A510, Grade 1018 to 1022 with an electroplated zinc coating

conforming to ASTM B633-13, SC 1, Type III. The fasteners

also comply with ASTM C1513 and SAE J78 and have Hex

Washer head styles. The fasteners are nominally 1.625-inch

(41.3 mm) long and have a nominal 0.216-inch (5.5 mm)

diameter with 24 threads per inch.

The Hilti S-RT5+ M9 self-drilling screw fasteners are case-

hardened from carbon steel conforming to ASTM A510,

Grade 1022 with a Zn-Ni coating. The fasteners are

nominally 1.339-inch (34.0 mm) long and have a nominal

0.228-inch (5.8 mm) diameter with 24 threads per inch.

Table 1 provides an illustration and additional information

on the fasteners. The fasteners are collated for use in a tool

recommended by Hilti.

3.2 Steel Deck Panels:

Steel deck panels must be No. 16, 18, 20 or 22 gage

Type B (nestable), Type BI (interlocking), or Verco PLB

(interlocking) complying with Figure 4.

The B and BI steel deck panels must conform to the

requirements of ASTM A653 SS, Grade 40 (minimum) with

minimum G60 galvanized coating or must be painted or

phosphatized steel complying with ASTM A1008-12 SS,

Grade 40 (minimum).

The B and BI steel deck panels must be 36 inches

(914 mm) in width with 1

-inch-deep (38 mm) flutes spaced

6 inches (152 mm) on center. The B steel deck panels must

have nestable sidelaps and the BI steel deck panels must

have interlocking (standing seam) sidelaps.

The Verco PLB steel deck panels must comply

with ASTM A653 SS Grade 50 Classes 1, 3, or 4 (minimum)

steel, with a minimum G30 galvanized coating designation,

or be phosphatized/painted, painted/painted, or mill-finished

steel complying with ASTM A1008 SS Grade 50 (minimum).

3.3 Sidelap Connectors/Connections:

The steel deck panel sidelap connections must be made

with either Hilti S-SLC 01, S-SLC 02 S-MD 10-16 x

HWH3, S-MD 10-16 x

HWH3 M9, S-MD 12-24 x

HWH4, or S-MD 12-24 x

HWH4 M9 screws; button

punches as described in Section 4.1; or Verco VSC2 sidelap

connections as described in ESR-2776. Table 2 provides

illustrations and additional information on the sidelap

connectors.

3.4 Steel Support Framing:

Structural steel supports of the steel deck panels (such as

gage purlin, bar joists, and structural steel shapes) must

be manufactured from a code-compliant steel having

minimum strength requirements of ASTM A653 (minimum

yield strength of 33 ksi and minimum tensile strength of

45 ksi) for gage purlins or ASTM A36 for bar joists and

Summary of content (16 pages)

PAGE 1
ICC-ES Evaluation Report ESR-3693 Reissued May 2021 This report is subject to renewal May 2023. www.icc-es.org | (800) 423-6587 | (562) 699-0543 DIVISION: 05 00 00—METALS Section: 05 05 23—Metal Fastenings Section: 05 31 00—Steel Decking REPORT HOLDER: HILTI, INC.
PAGE 2
ESR-3693 | Most Widely Accepted and Trusted structural steel shapes and minimum thicknesses as noted in the tables of this report. 4.0 INSTALLATION AND DESIGN 4.1 Installation: 4.1.
PAGE 3
ESR-3693 | Most Widely Accepted and Trusted professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.8 Hilti fasteners may be used for attachment of steel deck roof systems temporarily exposed to the exterior during construction prior to application of built-up roof covering systems. The fasteners on permanently exposed steel deck roof coverings must be covered with a corrosion-resistant paint or sealant.
PAGE 4
ESR-3693 | Most Widely Accepted and Trusted Page 4 of 16 TABLE 1—FRAME FASTENER SELECTOR GUIDE1 Steel Support Framing Thickness (tf) Fastener Type 1 /8 in. ≤ tf ≤ 3/8 in. S-RT5+ M9 0.0598 in. < tf ≤ 1/4 in. S-MD 12-24 x 15/8 M For SI: 1 inch = 2.54 mm 1 Steel support framing must comply with the minimum strength requirements of ASTM A653 for gage purlins or ASTM A36 for bar joists and structural steel shapes as indicated in Section 3.4.
PAGE 5
ESR-3693 | Most Widely Accepted and Trusted Page 5 of 16 TABLE 3—DIAPHRAGM STRENGTH (S) AND STIFFNESS FACTOR (G′) EQUATION VARIABLE VALUES DECK TYPE1 α1 or α3– END FRAME FASTENER DISTRIBUTION FACTOR PATTERN2 B BI or Verco PLB α2 or α4– PURLIN DISTRIBUTION FACTOR Σxee2 Σxpe2 or or Σxp2, s/d Σxe2, in.2 2 in. A N ft.-1 D – WARPING CONSTANT, IN. No. 22 No. 20 No. 18 No. 16 (0.0295) (0.0358) (0.0474) (0.0598) 36/11 3.667 3.667 1,944 1,944 1.365 2 3.000 1,235 924 606 428 36/9 3.000 3.
PAGE 6
ESR-3693 | Most Widely Accepted and Trusted Page 6 of 16 TABLE 4—DIAPHRAGM STRENGTH EQUATION VARIABLE VALUES (Continued) STEEL DECK PANEL GAGE THICKNESS CONFIGURATION Deck Type1 BI Verco PLB Minimum Deck Tensile, Fu, (Yield, Fy) Strengths, ksi No. 22 Pnf (lbf) No. 20 Pns (lbf) Frame Fastener & Steel Support Framing Thickness (tf), in.
PAGE 7
ESR-3693 | Most Widely Accepted and Trusted Page 7 of 16 TABLE 5—DIAPHRAGM STIFFNESS (G′) EQUATION VARIABLE VALUES STEEL DECK PANEL GAGE THICKNESS1 CONFIGURATION Deck Type Minimum Deck Tensile, Fu, (Yield, Fy) Strengths, ksi Frame Fastener 45 (33) S-RT5+ M9 No. 22 gage No. 20 gage No. 18 gage No. 16 gage Sf, in./kip Sf, in./kip Sf, in./kip Sf, in./kip Ss, in./kip Ss, in./kip Ss, in./kip Ss, in./kip S-SLC 01 M HWH S-SLC 02 M HWH No. 10 or 12 screws3 0.0073 0.0066 0.0057 0.0051 0.
PAGE 8
ESR-3693 | Most Widely Accepted and Trusted Page 8 of 16 TABLE 7—DIAPHRAGM SHEAR STRENGTHS (plf) FOR BUCKLING1,2 DECK TYPE B, BI, and Verco PLB STEEL DECK PANEL GAGE THICKNESS MINIMUM MOMENT OF INERTIA3, Ixg (in4/ft) No. 22 gage 0.173 No. 20 gage 0.210 No. 18 gage 0.279 No. 16 gage 0.353 SPAN, lv (ft-in) 3′-0" 7,750 10,36 3 15,82 9 22,47 9 4′-0" 5′-0" 6′-0" 7′-0" 8′-0" 9′-0" 10′-0" 11′-0" 12′-0" ASD – Snb/Ωnb where Ωnb = 2.
PAGE 9
ESR-3693 | Most Widely Accepted and Trusted Page 9 of 16 TABLE 10—DIAPHRAGM FLEXIBILITY LIMITATION1,2,3,4,5 (Only applicable to 2015 IBC and earlier codes) F MAXIMUM SPAN IN FEET FOR MASONRY OR CONCRETE WALLS More than 150 70 – 150 SPAN-DEPTH LIMITATION Rotation Not Considered in Diaphragm Rotation Considered in Diaphragm Masonry or Concrete Walls Flexible Walls Masonry or Concrete Walls Flexible Walls Not used Not used 2:1 Not used 11/2:1 200 2:1 or as required for deflection 3:1 Not us
PAGE 10
ESR-3693 | Most Widely Accepted and Trusted Page 10 of 16 TABLE 11—MINIMUM SIDELAP CONNECTOR SPACING (SS) FOR HILTI S-SLC 01 M HWH, S-SLC 02 M HWH, AND HILTI S-MD 10-16 x 3/4 M HWH3, S-MD 10-16 x 3/4 HWH3 M9, S-MD 12-24 x 7/8 M HWH4, OR S-MD 12-24 x 7/8 HWH4 M9 SCREW SIDELAP CONNECTORS, VERCO VSC2 SIDELAP CONNECTIONS, AND BUTTON PUNCH SIDELAP CONNECTIONS INSTALLED IN B-DECK, BI-DECK, OR VERCO PLB DECK (INCHES CENTER ON CENTER)1 Frame Fastener/Steel Support Framing Deck Gage No. Thickness, in.
PAGE 11
ESR-3693 | Most Widely Accepted and Trusted Page 11 of 16 side frame fasteners Notes: Pattern 36/3 Pattern 36/4 1. B-Deck shown for illustration purposes only. See Figure 4 for applicable deck types. 2. Bar joist shown for illustration purposes only. Connection to structural steel members and gage purlins also allowed by this report as set forth in Table 1. Pattern 36/5 Pattern 36/7 3.
PAGE 12
ESR-3693 | Most Widely Accepted and Trusted Page 12 of 16 Note: Some fastener patterns may require two fasteners. Fasteners may be installed on either side of the structural steel beam or bar joist. 3a. S-MD 12-24 x 15/8 or S-RT5+ M9 Fastener Attachment of Steel Deck to Frame 3b. Steel Deck Endlap Condition 3c. Sidelap Connector with B Deck 3d. Sidelap Connector with BI Deck with screwable sidelap 3e.
PAGE 13
ESR-3693 | Most Widely Accepted and Trusted Page 13 of 16 Given: Load Type: Seismic Design Support Span, Lv: 6 ft Number of Spans: 3 Total Length, L: 18 ft (not including allowance for end laps) Deck: No. 20 gage (t = 0.0358 in) 1-1/2 B-Deck (Fy = 50 ksi) Support Framing: Steel Bar Joist with 1/4 in. Thick Top Chord Frame Fastener: S-RT5+ M9 Frame Fastener Pattern: 36/7 Sidelap Fastener: S-SLC 02 M HWH Sidelap Fastener Spacing: 12 in. o.c.
PAGE 14
ESR-3693 | Most Widely Accepted and Trusted 𝛼 2 2,107 lb 𝑃 𝑃 2,107 lb 𝐿 18 ft 𝑆𝑆 12 in 12𝐿 12 18 𝑛 𝑆𝑆 12 Page 14 of 16 ESR-3693 Table 3 ESR-3693 Table 4 ESR-3693 Table 4 18 Step 4: Calculate Nominal Diaphragm Shear Strength Controlled by Connections and Adjusted by the Correlation Factor: min 𝑆 , 𝑆 , 𝑆 𝑐 min 1,942 , 1,798 , 3,043 1.127 2,026 plf 𝑆 Where: 1,942 plf from Step 1 𝑆 𝑆 1,798 plf from Step 2 𝑆 3,043 plf from Step 3 𝑐 1.
PAGE 15
ICC-ES Evaluation Report ESR-3693 LABC Supplement Reissued May 2021 This report is subject to renewal May 2023. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 05 00 00—METALS Section: 05 05 23—Metal Fastenings Section: 05 31 00—Steel Decking REPORT HOLDER: HILTI, INC.
PAGE 16
ICC-ES Evaluation Report ESR-3693 FBC Supplement Reissued May 2021 This report is subject to renewal May 2023. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 05 00 00—METALS Section: 05 05 23—Metal Fastenings Section: 05 31 00—Steel Decking REPORT HOLDER: HILTI, INC.