DIVISION: METALS SECTION: STEEL DECKING SECTION: STEEL FLOOR DECKING SECTION: STEEL ROOF DECKING REPORT HOLDER:
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1 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) (562) es.org ESR 2050 Reissued 01/2018 This report is subject to renewal 01/2019. DIVISION: METALS SECTION: STEEL DECKING SECTION: STEEL FLOOR DECKING SECTION: STEEL ROOF DECKING REPORT HOLDER: DECK WEST, INC SANGUINETTI LANE STOCKTON, CALIFORNIA EVALUATION SUBJECT: DECK WEST DECK PANELS:,,,, AND Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 2018 ICC Evaluation Service, LLC. All rights reserved.
2 ICC-ES Evaluation Report (800) (562) ESR-2050 Reissued January 2018 This report is subject to renewal January A Subsidiary of the International Code Council DIVISION: METALS Section: Steel Decking Section: Steel Floor Decking Section: Steel Roof Decking REPORT HOLDER: DECK WEST, INC SANGUINETTI LANE STOCKTON, CALIFORNIA (209) EVALUATION SUBJECT: DECK WEST DECK PANELS:,,,, AND 1.0 EVALUATION SCOPE Compliance with the following code: 2015 and 2012 International Building Code (IBC) Property evaluated: Structural 2.0 USES Deck West steel deck panels are used as floor and roof decks to resist the code-required appropriate floor and roof loads. 3.0 DESCRIPTION 3.1 Deck Panels: The,,,, and steel deck panels are cold-rolled from steel sheets conforming to USS Posco s published steel specification titled, Specification for Mill Purchase for Deck West Grade 40 (modified 46 ksi min yield) of Hot Dip Galvanized Sheet Steel, dated August The deck panels have a minimum yield strength of 46 ksi (317 MPa) and a minimum tensile strength of 60 ksi (414 MPA). See Figure 1 for a depiction of the deck panel profiles and connections. 4.0 DESIGN AND INSTALLATION 4.1 Design: Deck panel section properties are provided in Table 1 and web crippling capacities are provided in Table Installation: Deck panels must be installed at locations in accordance with the plans and specifications approved by the code official. 5.0 CONDITIONS OF USE The steel deck panels described in this report comply with, or are suitable alternatives to what is specified in, the codes indicated in Section 1.0 of this report, subject to the following conditions: 5.1 The deck panels are manufactured, identified and installed in accordance with this report and the report holder s published installation guidelines and instructions. If there is a conflict between the report holder s published installation guidelines and instruction and this report, this report governs. 5.2 The base metal thickness for deck panels delivered to the jobsite must be at least 95 percent of the design metal thickness. 5.3 The minimum loads of IBC Section 1607 must be considered by the design professional based on the specific occupancy or use, as applicable. 5.4 Special inspection shall comply with IBC Chapter Calculations and details demonstrating that the loads applied to the deck panels comply with this report must be submitted to the code official for approval. Calculations and drawings, must be prepared, signed and sealed by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.6 Concrete-filled sections must not be used to support loads that are predominantly vibratory, such as those for operation of heavy machinery, reciprocating motors and moving loads. 5.7 Vertical load design of deck panels, without concrete fill, must be based on Table 1 Section properties. 5.8 When the steel deck panels are used as roof decks, the panels must be covered with an approved code-complying roof covering. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Steel Deck Roof and Floor Systems (AC43), dated October Data in accordance with the ICC-ES Acceptance Criteria for Steel Deck Roof and Floor Systems (AC43), dated October 2010 (editorially revised September 2013). 7.0 IDENTIFICATION The deck panels bear a label with the Deck West name and address, the job number, the deck panel type, the minimum base-metal thickness, yield strength, and the ICC-ES evaluation report number (ESR 2050). ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 2018 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 4
3 ESR-2050 Most Widely Accepted and Trusted Page 2 of 4 TABLE 1 SECTION PROPERTIES 1,2 TYPE Deck Panel DESIGN METAL Weight (psf) I x I eff + I eff - S eff + (in 3 /ft) S eff - (in 3 /ft) Effective properties are based on a yield stress (Fy) of 46 ksi. 2 Symbols: Full moment of inertia (Ix); Effective moment of inertia, normal position (Ieff+); Effective moment of inertia, inverted position (Ieff-); Effective section modulus, normal position (Seff+) at Fy; and Effective section modulus, inverted position (Seff-) at Fy.
4 ESR-2050 Most Widely Accepted and Trusted Page 3 of 4 For ASD: Ω w = 1.70 For LRFD: Φ w = 0.90 DECK TYPE TABLE 2 NOMINAL REACTIONS BASED ON WEB CRIPPLING 1,3,4 (pounds per foot width of deck panel) DESIGN METAL END ONE FLANGE LOADING (EOF) 2 FASTENED TO SUPPORTS Bearing Length in inches 2.0 in 2.5 in 3.0 in 3.5 in 4.0 in For ASD: Ω w = 1.75 For LRFD: Φ w = 0.85 DECK TYPE DESIGN METAL INTERIOR ONE FLANGE LOADING (IOF) 2 FASTENED TO SUPPORTS Bearing Length in inches 2.0 in 2.5 in 3.0 in 3.5 in 4.0 in Values shown in table reflect nominal capacities (P n ) of bare deck prior to concrete reaching a minimum specified compressive strength. 2 As defined by AISI: EOF - The distance from the edge of the bearing to the end of the member is 1.5h, and the clear distance between the bearing edges of adjacent opposite concentrated loads or reactions is 1.5h. IOF - The distance from the edge of the bearing to the end of the member is > 1.5h, and the clear distance between the bearing edges of adjacent opposite concentrate loads or reactions is 1.5h. 3 For ASD, P = P n /Ω w 4 For LRFD, P = Φ w * P n
5 ESR-2050 Most Widely Accepted and Trusted Page 4 of 4 (interlocking sidelaps) CONTINUOUS STIFFENER (interlocking sidelaps) AND (interlocking sidelaps) see for embossments AND CONTINUOUS STIFFENER (nestable sidelaps) see for dimensions and for embossments s AND WEB EMBOSSMENT (interlocking sidelaps) FLANGE EMBOSSMENT AND WEB AND FLANGE EMBOSSMENT FIGURE 1 DECK PROFILES AND EMBOSSMENT DETAILS
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