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<br /> � '� ESR-1414
<br /> �S REPORTTM Issued January 1,2006
<br /> This report is subject to re-examination in one year.
<br /> � ICC Evaluation Servlce, Inc. �1B`"�°�0B'�0 W0"01�""'9 R°a°,�v`"°B`,c�a",e eos°' ��s���"3
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<br /> DIVISION:OS-METALS deck type.W hen the deck webs are embossed for composite
<br /> Section:0531�Steel Deck aclion, sections are referred to as Hi-Form type. When the
<br /> deck flanges or webs are per(orated for acoustical effects,
<br /> REPORI'FIOLDER: sections are referred to as AcustadekT"' type. The "F"
<br /> designation refers to cellular units composed of tluled upper
<br /> ASC PROFILES sheets resistance-welded to flat lower sheets.
<br /> 2110 ENTERPRISE BOULEVARD 3.2 Roof Deck Types B,BR,BF,DGB,DGBF,N,NR,NF,
<br /> WEST SACRAMENTO,CALIFORNIA 95691 DGN,DGNF:
<br /> (800)360-2477 Decking is made from steel conforming to ASTM A 653
<br /> www.ascqrofiles.com Designation S5,minimum Grade 33,and ASTM A 924 with a
<br /> EVALUATION SUBJECT: galvanized finish;ASTM A 617,minimum Grade C,or ASTM
<br /> A 1008, SS Grade 33 (minimum), with a painted tinish; or
<br /> ASTM A 611,minimum Grade C,or ASTM A 1008,SS Grade
<br /> ASC STEEL FLOOR AND ROOF DECK 33 (minimum), with a primer•painted or mill finish. All steel
<br /> has a 38,000 psi(261.9 MPa)minimum yield strength and a
<br /> ADDITIONAL LISTEES: 52,000 psi (358.5 MPa) minimum tensile strength. These
<br /> decks are also available as AcustadekT"type.
<br /> AEP Sr^�N The deci:ing may be used with IigF,tweight insulating
<br /> 2110 EN7ERPRISE BOULEVARD concrete fil! in accordance with evaluation report ER-32o0,
<br /> WEST SACRAMENTO,CALIFORNIA 95691 c_R-3081 or ER-3627.
<br /> ASC BUILDING PRODUCTS 3.3 Composite Floor Deck Hi-Form�Types B,BR,8F,N,
<br /> 2110 ENTERPRISE BOULEVARD NR, NF, 2W, 2WF, DG2W, DG2WF, 3W, 3WF, DG3W,
<br /> WEST SACRAMENTO,CALIFORNIA 95691 DG3WF:
<br /> � Decking �s made from steel conforming to ASTM A 653
<br /> ASC STEEL DECK Dosignati�n SS, minimum Grade 33,and ASTM A 924,with
<br /> 2710 ENTERPRISE BOULEVARD a galvanized finis7; ASTM A 611, minirt,um Grado C, or
<br /> WEST SACRAMENTO,CALIFORNIA 95691 ASTM A 1008,RS Grade 33(minimum),with a painted finish;
<br /> or ASTM A 611, min�mum Grade C, or ASTM A 1008, SS
<br /> 1.0 EVALUATION SCOPE Grade 33(minimum), with a primer-painted or mill finish. All
<br /> Compliance with the following codes: steel has a 38,000 psi (261.9 MPa) minimum yield strengtn
<br /> and a 52,000 psi(358.5 MPa)minimum tensile strength.The
<br /> ■ 2C031ntemationalBuildingCode�(IBC) deck,ng may be isei wi!h or without wncrete fll. See
<br /> ■ 7997 Unilorm Building CodeT"" (UBC) General Note 10 (�n :�.ie "Ueneral Notee" that precede the
<br /> figures and tables ir�this report)for concreie fill requi rements.
<br /> Properties evaluated: ;,,4 ELECTRI-DECK°:
<br /> ■ SlrucWral ELECTRI-DECK� floor decks are cellular sections, cold-
<br /> ■ Fire resistance formed from galvanized steel complying with ASTM A 653
<br /> 2.0 USES Designation SS, minimum Grade 33, and ASTM A 924,with
<br /> minimum yield strength of 38,000 psi (261.9 MPa), and a
<br /> ASC Steel Floor and Roof Deck is used as floor deck, roof 53,400 psi(368.1 MPa)minimumtensila strength.Decktypes
<br /> deck, horizontal diaphragms, and composite floor and roof include ASC2 (24), ASC2 (30), ASC3 (24) and ASC3 (30).
<br /> assemblies. The deck� are formed by resist�r.ce-welding fluled top
<br /> 3.0 DESCRIPTION sections to flat bottom sheets in tha manufacturing (acility.
<br /> The ilat sheets contain the sidelap configuration. Deck
<br /> 3.1 General: sections used for composite action with corcrete have
<br /> All decks include fluted sections and are cold-formed from embossedwebs.Sectionsaregalvaniz�d in accordancewith
<br /> steel sheets. Deck types include ASC2, ASC3, B, BR, BF, ASTM A 653 and ASTM A 924,Class G-60,minimum.
<br /> DGB, DGBF, N, NR, NF, DG�!, DGNF, 2W, 2WF, DG2W, 3.5 AcustadekT"'PeAorations:
<br /> DG2W F,3W,3W F,DG3W,DG3W F,CP-32,CF,Deep Deck,
<br /> Mini-V-Bear�T"', HR-36T"', Box Rib'"', X-SpanT"', Alta RibrM 3.5.1 B, BR, DGB, N, NR, DGN and Deep Deck Type
<br /> and U-Panel.See the Index to Tables and Figures,(ollowing Decks: For web perforated AcustadekT"', the holes are
<br /> the te�A of this repert, and Figure 7, for the details of each centered on each web running the full panel length (see
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