Trusted SECTION: POST COLUMBIA, PANELS. Conformity! ICC-ES Evaluation. Copyright 2015

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1 0 ICC ES Report ICC ES (800) (562) es.orgg 000 Most Widely Accepted and Trusted ESR 1169 Reissued 06/2015 This report is subject to renewal 06/2016. DIVISION: METALS SECTION: STEEL DECKING SECTION: STEELL FLOOR DECKING SECTION: STEELL ROOF DECKING SECTION: COMPOSITE METAL DECKING REPORT HOLDER: CONSOLIDATED SYSTEMS, INC.. (CSi ) POST OFFICE BOX 1756 COLUMBIA, SOUTH CAROLINA EVALUATION SUBJECT: CSi STEEL FLOOR AND ROOF DECK PANELS Look for the trusted marks of Conformity! 2014 Recipient of Prestigiouss 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 off 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 2015

2 ICC-ES Evaluation Report (800) (562) ESR-1169 Reissued June 2015 This report is subject to renewal June A Subsidiary of the International Code Council DIVISION: METALS Section: Steel Decking Section: Steel Floor Decking Section: Steel Roof Decking Section: Composite Metal Decking REPORT HOLDER: CONSOLIDATED SYSTEMS, INC. (CSi ) POST OFFICE BOX 1756 COLUMBIA, SOUTH CAROLINA (800) EVALUATION SUBJECT: CSi STEEL FLOOR AND ROOF DECK PANELS 1.0 EVALUATION SCOPE Compliance with the following code: 2012, 2009, and 2006 International Building Code (IBC) Property evaluated: Structural 2.0 USES The CSi steel deck panels are used in floor and roof decks to support the code-required appropriate floor and roof loads, and as components of horizontal diaphragms. 3.0 DESCRIPTION 3.1 General: The deck panels with dimensions and profiles as shown in Figures 1A, 1B, and 2 and with perforation patterns shown in Figures 4A and 4B (for acoustical deck panels only) are cold-formed from steel sheets complying with either of the following: ASTM A653 SS Grade 40, 50 (Class 1, 3, & 4), or 80 steel with a minimum G40 galvanization. An optional prime paint is available for the bottom surface which is applied over the galvanization. ASTM A SS Grade 40, 50, or 80 steel with a mill finished (bare steel) top surface and primed painted bottom surface. Optional coatings are available for the top surface. 3.2 Roof Decks: B Deck Panels B-Dek, B-Dek ES, and B-Dek ES Interlocking Panels: The No. 16 to No. 22 gage [ inch (1.52 mm) to inch (0.75 mm)] deck panels are SS Grade B-Dek Acoustical, B-Dek ES Acoustical, and B-Dek ES Interlocking Acoustical Panels: The deck panels are the same as in Section except the webs contain perforations B-Dek Cellular and B-Dek ES Cellular Panels: The deck panels are the same as in Section except a liner section is attached to the bottom of the hat section B-Dek Cellular Acoustical and B-Dek ES Cellular Acoustical Panels: The deck panels are the same as in Section except that the bottom liner sections of panels contain perforations B80-Dek, B80-Dek ES and B80-Dek ES Interlocking Panels: The deck panels are the same as in Section except the deck panels are SS Grade B80-Dek Acoustical, B80-Dek ES Acoustical, and B80-Dek ES Interlocking Acoustical Panels: The decks panels are the same as in Section except that the webs contain perforations N Deck Panels N-Dek, N-Dek Interlocking and N-Dek ES Interlocking Panels: The No. 16 to No. 22 gage [ inch (1.52 mm) to inch (0.75mm)] deck panels are SS Grade N-Dek Acoustical, N-Dek Interlocking Acoustical, and N-Dek ES Interlocking Acoustical Panels: The decks are the same as in except the webs contain perforations N-Dek Cellular and N-Dek ES Cellular Panels: The deck panels are the same as in Section except a liner section is attached to the bottom of the hat section N-Dek Cellular Acoustical and N-Dek ES Cellular Acoustical Panels: The deck panels are the same as in Section except the bottom liner sections of panels contain perforations F-Dek Panels: The No. 16 to No. 22 gage [ inch (1.52 mm) to inch (0.75 mm)] deck panels are SS Grade Composite Floor-Dek (CFD) Panels: CFD-1.5, CFD-1.5 ES Interlocking, CFD-2 Interlocking, CFD-3 Interlocking and CFD-3 ES Interlocking Panels: The deck panels have web embossments. The No. 16 gage [ inch (1.52 mm)] deck panels are SS Grade 40. The No. 18 to No. 22 gage [ inch (1.20 mm) to inch (0.75 mm)] deck panels are SS Grade 50. 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 2015 Page 1 of

3 ESR-1169 Most Widely Accepted and Trusted Pages 2 of Concrete Fill Requirements for Composite Deck Panels: The deck panels described in Section are designed to act compositely with normal-weight or structural sand lightweight (structural lightweight) concrete fill, incorporating rock or expanded shale aggregates, having a minimum 28-day compressive strength of 3,000 psi (20.7 MPa). Normal-weight structural concrete [w = 145 ± pcf (2323 kg/m 3 )] must contain coarse aggregate conforming to ASTM C33; structural lightweight concrete fill [w = 110 ± pcf (1762 kg/m 3 ), not exceeding 115 pcf (1842 kg/m 3 )] must contain light coarse aggregate conforming to ASTM C330. The concrete must extend a minimum of 2 inches (51 mm) above the top surface of the steel deck panel, and must be reinforced with minimum 6-by-6 W1.4-by-W1.4 steel welded-wire reinforcement complying with ASTM A , placed at the approximate center of the concrete fill. If fill in excess of 3 1 / 4 inches (82 mm) is used, the concrete must be reinforced in each direction with steel of a cross-sectional area (in square inches per linear foot) equal to 0.01 times the depth of fill over the top of the deck panel. 3.4 Form Deck Panels: S-Dek Panels: The No. 22 to No. 28 gage [ inch (0.75 mm) to inch (0.38 mm)] deck panels are SS Grade HD-Dek and EHD-Dek Panels: The No. 20 to No. 26 gage [ inch (0.91 mm) to inch (0.46 mm)] deck panels are SS Grade SD-Dek and SD-Dek Inverted Panels: The No. 16 through No. 22 gage deck panels [ inch (1.52 mm) through inch (0.749 mm)] are SS Grade 40 and the No. 24 and No. 26 gage [ inch (0.605 mm) and inch (0.455 mm)] deck panels are SS Grade Concrete Fill Requirements for Form Deck Panels: Form deck panels are designed to support the wet weight of lightweight insulating concrete fill. When used with the panels described in Sections through 3.4.3, the lightweight insulating concrete fill must be at least 2 1 / 2 inches (64 mm) thick over the top flutes. The lightweight insulating concrete mixes used must be Elastizell, manufactured by Cell-Crete Corporation; Zonolite, manufactured by Siplast, Inc.; or Lite-Crete, manufactured by Lite-Crete, Inc., and must comply with the following specifications: a. Oven-dry weight of 25 to 30 pounds per cubic foot (400 to 480 kg/m 3 ). b. 1-to-6 ratio by volume of cement to aggregate. c. Aggregate must comply as a Group 1 aggregate per ASTM C332. The lightweight insulating concrete must be tested in accordance with ASTM C495, and must have a minimum compressive strength of 125 psi (0.86 Mpa). 3.5 Support Connections: Arc Spot (Puddle) Welds: Arc spot (puddle) welds must have a minimum effective fusion area to supporting members of at least 1 / 2 inch (13 mm) in diameter. Arc spot welds must be made using E60 or E70 filler metal and must comply with AWS D Hilti X-ENP-19-L15 Powder-Driven Fastener: The fastener must be as recognized in ESR-2197 and ESR Hilti X-HSN 24 Powder-Driven Fastener: The fastener must be as recognized in ESR-2197, ESR-2776, and ESR #12 Screws: Screws must be self-drilling or selfpiercing tapping screws complying with ASTM C The screws must be long enough to penetrate through the connected steel panels and the supporting steel member with a minimum of three threads protruding past the back side of the supporting steel member. 3.6 Seam (Sidelap) Connections: Side Seam and Fillet Welds: Side seam and fillet welds must have a minimum length of 1.5 inches and must be made using E60 or E70 filler metals and must comply with AWS D Hilti S-SLC01 M HWH and Hilti S-SLC02 M HWH Sidelap Connectors: The sidelap connectors must be as recognized in ESR The screws must be long enough to penetrate through the connected steel panels with a minimum of three threads protruding past the back side of the connected panels Inter-Knek System: The Inter-Knek System connection per Figure 5 can be made with the following deck panels: B-Dek ES Interlocking B-Dek ES Interlocking Acoustical N-Dek ES Interlocking N-Dek ES Interlocking Acoustical N-Dek Interlocking N-Dek Interlocking Acoustical CFD-1.5 ES Interlocking CFD-2 Interlocking CFD-3 Interlocking CFD-3 ES Interlocking An Inter-Knek Connection seam attachment is comprised of three sets of rectangular tabs with punches 5 / 8 inch (16 mm) on center that shear three sides and bend the punched-out material outward from the interlocking side lap seam #10 Screws: Screws must be self-drilling or selfpiercing tapping screws complying with ASTM C The screws must be long enough to penetrate through the connected steel panels with a minimum of three threads protruding past the back side of the connected deck panels #12 Screws: Screws must be self-drilling or selfpiercing tapping screws complying with ASTM C The screws must be long enough to penetrate through the connected steel panels with a minimum of three threads protruding past the back side of the connected deck panels. 3.7 Welded Shear Stud Connectors: Welded shear stud connectors must be 3 / 4 inch (19.1 mm) in diameter and have lengths complying with Figure 6. Shear studs must conform to the requirements of the Structural Welding Code - Steel, AWS D1.1:2010 and have a minimum tensile strength of 65,000 psi (448 MPa). 4.0 DESIGN AND INSTALLATION 4.1 Tabulated Design Values: Section Properties: Deck panel section properties are provided in Table Support Reactions: Before concrete fill is applied or for bare decks, support reactions must not exceed the allowable reactions based on web crippling of the bare deck panels provided in Table 2.

4 ESR-1169 Most Widely Accepted and Trusted Pages 3 of Vertical Loads: Vertical load design of form deck panels with insulating concrete fill and bare roof decks must be based on section properties and reaction loads shown in Tables 1 and 2 of the steel deck only Superimposed Loads: Maximum superimposed loads are provided in Tables 24 through 33 which are based on simple span concrete design along with deck panels installed with 1, 2, or 3 equal spans. However, deck panels may be installed with 3 or more equal spans Unshored Spans: Unshored deck panel spans are provided in Tables 24 through 33 which are based on the following: The dead load of the deck and the dead load of the concrete. A deck load deflection less than 1 / 180 of the span length or 3 / 4 inch (19.1 mm), whichever is smaller. A construction uniform live load of 20 psf (960 Pa) or a concentrated live load of 150 pounds (670 N), whichever produced the greatest effect Diaphragm: Classification: Diaphragms must be classified as flexible or rigid in accordance with Section 1602 of the IBC Shear and Shear Stiffness: Allowable diaphragm shear and shear stiffness (G') values for deck panels are provided in the accompanying tables. The Flexibility Factor (F) is equal to 1000/G, where G' is in kips/inch and F is in micro-inches/lb Flexibility Limitations: Diaphragm span/depth limitations based on diaphragm flexibility must comply with Table Deflections: Diaphragm deflection ( ) must be calculated using the equation noted in Table 3. For seismic design, diaphragm deflection limits must comply with Chapter 12 of ASCE/SEI Installation: General: The deck panels must be installed in accordance with this report and also with CSi s and Hilti s published installation guidelines and instructions. If there is a conflict between CSi s and Hilti s published installation guidelines and instructions and this report, this report governs Concrete-filled Deck Panel Requirements: Deck panels must be installed with the galvanized or bare steel deck panel face in contact with the concrete and the galvanized or prime painted deck panel surface on the underside. Deck panels must be clean and free of foreign materials prior to placement of concrete. 5.0 CONDITIONS OF USE The CSi steel floor and roof deck panels described in this report comply with, or are suitable alternatives to what is specified in, the code 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 CSi s and Hilti s published installation guidelines and instructions. If there is a conflict between the manufacturer s published installation guidelines and instructions and this report, this report governs. 5.2 The design base-metal thicknesses for all steel deck panels are indicated in Table 1. The thickness delivered to the jobsite must be at least 95 percent of the thickness noted in the tables. 5.3 The one-third stress increase or 0.75 reduction of the applied forces must not be applied to the shear values in diaphragm tables for load combinations including wind or seismic forces. 5.4 The minimum concentrated live loads of IBC Section 1607 must be considered by the design professional based on the specific occupancy or use, as applicable. 5.5 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. 5.6 Special inspections must be provided in accordance with Chapter 17 of the IBC. 5.7 Use of CSi steel roof deck panels has not been evaluated for use without a roof covering. 5.8 Calculations and details demonstrating that the loads applied to the decks 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. 5.9 The cellular deck panels are fabricated in Columbia, South Carolina; Memphis, Tennessee; and Phoenix, Arizona; under a quality program with regular ongoing inspections by ICC-ES. All other deck panels are manufactured in Columbia, South Carolina; Memphis Tennessee; Terrell, Texas; and Phoenix, Arizona; under a quality-control program with annual inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED 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 Each bundle of the CSi steel deck panels described in this report is identified by labeling bearing the manufacturer s name (CSi ); the deck panel profile name; the design thickness; the minimum specified yield strength; the manufacturing location (CD Columbia, South Carolina; MD Memphis, Tennessee; TD Terrell, Texas; or PD Phoenix, Arizona); the cover width of the panel; and the evaluation report number (ESR-1169).

5 ESR-1169 Most Widely Accepted and Trusted Pages 4 of 134 TABLE OF CONTENTS FOR TABLES AND FIGURES TABLE 1 SECTION PROPERTIES TABLE 2A-2C ALLOWABLE CONCENTRATED LOADS AND REACTIONS BASED ON WEB CRIPPLING TABLE 3 DIAPHRAGM FLEXIBILITY LIMITATIONS FORM DECK PANELS WITH INSULATING LIGHTWEIGHT CONCRETE FILL - ALLOWABLE DIAPHRAGM SHEAR CAPACITIES TABLE DECK PANEL SUPPORT CONNECTION SIDELAP CONNECTION 4 Welds with Washers with 3 / 8 " Diameter Hole #10 Screws, 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Long Seam Welds S-DEK 5 Hilti X-ENP-19-L15 or Hilti X-HSN 24 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws 6 Welds with Washers with 3 / 8 " Diameter Hole #10 Screws, 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Long Seam Welds HD-DEK 7 Hilti X-ENP-19-L15 or Hilti X-HSN 24 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws 8 Welds with Washers with 3 / 8 " Diameter Hole #10 Screws, 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Long Seam Welds EHD-DEK 9 Hilti X-ENP-19-L15 or Hilti X-HSN 24 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws 10 Welds with Washers with 3 / 8 " Diameter Hole #10 Screws, 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Long Seam Welds SD-DEK 11 Hilti X-ENP-19-L15 or Hilti X-HSN 24 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws 12 SD-DEK Welds with Washers with 3 / 8 " Diameter Hole #10 Screws, 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Long Seam Welds 13 INVERTED Hilti X-ENP-19-L15 or Hilti X-HSN 24 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws COMPOSITE FLOOR DECK PANELS WITH CONCRETE FILL - ALLOWABLE DIAPHRAGM SHEAR CAPACITIES TABLE DECK PANEL CONCRETE FILL TYPE 14 Lightweight COMPOSITE FLOOR-DEK Normal Weight 16 COMPOSITE FLOOR-DEK 1.5 ES Lightweight 17 INTERLOCKING Normal Weight 18 COMPOSITE FLOOR-DEK 2 Lightweight 19 INTERLOCKING Normal Weight 20 COMPOSITE FLOOR-DEK 3 Lightweight 21 INTERLOCKING Normal Weight 22 COMPOSITE FLOOR-DEK 3 ES Lightweight 23 INTERLOCKING Normal Weight SUPPORT CONNECTION 1 / 2 " Effective Weld Diameter 1 / 2 " Effective Weld Diameter 1 / 2 " Effective Weld Diameter 1 / 2 " Effective Weld Diameter 1 / 2 " Effective Weld Diameter SIDELAP CONNECTION #10 Screws, 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Long Seam Welds Button Punch, Inter-Knek TM Connection, #10 Screws, 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Long Seam Welds Button Punch, Inter-Knek TM Connection, #10 Screws, 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Long Seam Welds Button Punch, Inter-Knek TM Connection, #10 Screws, 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Long Seam Welds Button Punch, Inter-Knek TM Connection, #10 Screws, 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Long Seam Welds COMPOSITE FLOOR DECK PANELS WITH CONCRETE FILL - MAXIMUM SUPERIMPOSED LOADS AND MAXIMUM UNSHORED CONSTRUCTION CLEAR SPANS TABLE DECK PANEL CONCRETE FILL TYPE 24 Lightweight COMPOSITE FLOOR-DEK Normal Weight 26 Lightweight COMPOSITE FLOOR-DEK 1.5 ES INTERLOCKING 27 Normal Weight 28 Lightweight COMPOSITE FLOOR-DEK 2 INTERLOCKING 29 Normal Weight 30 Lightweight COMPOSITE FLOOR-DEK 3 INTERLOCKING 31 Normal Weight 32 Lightweight COMPOSITE FLOOR-DEK 3 ES INTERLOCKING 33 Normal Weight

6 ESR-1169 Most Widely Accepted and Trusted Pages 5 of 134 ROOF DECK PANELS (ALLOWABLE DIAPHRAGM SHEAR CAPACITIES) TABLE SUPPORT CONNECTION ATTACHMENT PATTERN SIDELAP CONNECTION B-DEK & B-DEK ES 34 36/4 & 36/7 #10 Screws /4 & 36/7 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds / 2 " Effective Weld Diameter 36/7/4 #10 Screws 36 36/7/4 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds B-DEK, B-DEK ES, B80-DEK & B80-DEK ES 37 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 36/4 & 36/7 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 36/7/4 38 Hilti X-HSN 24 (0.125 steel substrate thickness 0.375") 36/7/4 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws B80-DEK & B80-DEK ES 39 36/4 & 36/7 #10 Screws 40 36/4 & 36/7 1 1 / 1 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds / 2 " Effective Weld Diameter 36/7/4 #10 Screws 41 36/7/4 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds B-DEK ES INTERLOCKING 42 36/4 & 36/7 #10 Screws 43 36/4 & 36/7 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds 36/7/4 #10 Screws /7/4 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds / 2 " Effective Weld Diameter 45 36/4 & 36/7 Button Punch 46 36/4 & 36/7 Inter-Knek Connection 47 36/7/4 Button Punch 36/7/4 Inter-Knek Connection 48 36/4 & 36/7 Inter-Knek Connection 49 #12 Screws 36/7/4 Button Punch 36/7/4 Inter-Knek Connection 50 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 36/4 & 36/7 Inter-Knek Connection 51 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 36/7/4 Inter-Knek Connection Hilti X-HSN 24 (0.125 steel substrate thickness 0.375") 36/7/4 Inter-Knek Connection B-DEK ES INTERLOCKING & B80-DEK ES INTERLOCKING 52 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 36/4 & 36/7 53 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 36/7/4 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws Hilti X-HSN 24 (0.125 steel substrate thickness 0.375") 36/7/4 B80-DEK ES INTERLOCKING 54 36/4 & 36/7 #10 Screws /4 & 36/7 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds / 2 " Effective Weld Diameter 36/7/4 #10 Screws 56 36/7/4 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds N-DEK 57 #10 Screws 1 / 2 " Effective Weld Diameter 58 24/4 & 24/6 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds 59 Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws N-DEK INTERLOCKING & N-DEK ES INTERLOCKING 60 #10 Screws / 1 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds / 2 " Effective Weld Diameter 62 Button Punch 63 24/4 & 24/6 Inter-Knek Connection 64 #12 Screws Inter-Knek Connection 65 Inter-Knek Connection Hilti X-ENP19-L15 (steel substrate thickness 0.25") 66 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws B-DEK ACOUSTICAL & B-DEK ES ACOUSTICAL 67 36/4 & 36/7 #10 Screws 68 36/4 & 36/7 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds 1 / 2 " Effective Weld Diameter 36/7/4 #10 Screws 69 36/7/4 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds

7 ESR-1169 Most Widely Accepted and Trusted Pages 6 of 134 TABLE SUPPORT CONNECTION ATTACHMENT PATTERN SIDELAP CONNECTION B-DEK ACOUSTICAL, B-DEK ES ACOUSTICAL, B80-DEK ACOUSTICAL & B80-DEK ES ACOUSTICAL 70 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 36/4 & 36/7 71 Hilti X-HSN 24 (0.125 steel substrate thickness 0.375") 36/4 & 36/7 72 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 36/7/4 Hilti X-HSN 24 (0.125 steel substrate thickness 0.375") 36/7/4 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws B80-DEK ACOUSTICAL & B80-DEK ES ACOUSTICAL 73 36/4 & 36/7 #10 Screws /4 & 36/7 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds / 2 " Effective Weld Diameter 36/7/4 #10 Screws 75 36/7/4 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds B-DEK ES INTERLOCKING ACOUSTICAL 76 36/4 & 36/7 #10 Screws /4 & 36/7 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds / 2 " Effective Weld Diameter 36/7/4 #10 Screws 78 36/7/4 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds 79 36/4 & 36/7 Button Punch /4 & 36/7 Inter-Knek Connection / 2 " Effective Weld Diameter 36/7/4 Button Punch 81 36/7/4 Inter-Knek Connection 82 36/4 & 36/7 Inter-Knek Connection 83 #12 Screws 36/7/4 Button Punch 36/7/4 Inter-Knek Connection 84 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 36/4 & 36/7 Inter-Knek Connection 85 Hilti X-HSN 24 (0.125 steel substrate thickness 0.375") 36/4 & 36/7 Inter-Knek Connection 86 Hilti X-ENP19-L15 (steel substrate thickness 0.25") or Hilti X-HSN 24 (0.125 steel substrate thickness 0.375") 36/7/4 Inter-Knek Connection 87 Hilti X-ENP-19-L15 (steel substrate thickness 0.25") or Hilti X-HSN 24 (0.125 steel substrate thickness 0.375") 36/4 & 36/7 Button Punch B-DEK ES INTERLOCKING ACOUSTICAL & B80-DEK ES INTERLOCKING ACOUSTICAL 88 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 36/4 & 36/7 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws 89 Hilti X-HSN 24 (0.125 steel substrate thickness 0.375") 36/4 & 36/7 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws 90 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 36/7/4 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws Hilti X-HSN 24 (0.125 steel substrate thickness 0.375") 36/7/4 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws B80-DEK ES INTERLOCKING ACOUSTICAL 91 36/4 & 36/7 #10 Screws /4 & 36/7 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds / 2 " Effective Weld Diameter 36/7/4 #10 Screws 93 36/7/4 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds N-DEK ACOUSTICAL /4 & 24/6 #10 Screws / 2 " Effective Weld Diameter 95 24/4 & 24/6 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds 96 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 24/4 & 24/6 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws 97 Hilti X-HSN 24 (0.125 steel substrate thickness 0.375") 24/4 & 24/6 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws N-DEK INTERLOCKING ACOUSTICAL & N-DEK ES INTERLOCKING ACOUSTICAL 98 24/4 & 24/6 #10 Screws /4 & 24/6 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds / 2 " Effective Weld Diameter /4 & 24/6 Button Punch /4 & 24/6 Inter-Knek Connection 102 #12 Screws 24/4 & 24/6 Inter-Knek Connection 103 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 24/4 & 24/6 Inter-Knek Connection 104 Hilti X-HSN 24 (0.125" steel substrate thickness 0.375") 24/4 & 24/6 Inter-Knek Connection 105 Hilti X-ENP-19-L15 (steel substrate thickness 0.25") or Hilti X-HSN 24 (0.125" steel substrate thickness 0.375") 24/4 & 24/6 Button Punch 106 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 24/4 & 24/6 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws 107 Hilti X-HSN 24 (0.125" steel substrate thickness 0.375") 24/4 & 24/6 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws

8 ESR-1169 Most Widely Accepted and Trusted Pages 7 of 134 TABLE SUPPORT CONNECTION ATTACHMENT PATTERN SIDELAP CONNECTION B-DEK CELLULAR, B-DEK ES CELLULAR, B-DEK CELLULAR ACOUSTICAL & B-DEK ES CELLULAR ACOUSTICAL / 2 " Effective Weld Diameter 24.5/3 & 24.5/5 #10 Screws /3 & 24.5/5 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds 110 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 24.5/3 & 24.5/5 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws B-DEK ES CELLULAR & B-DEK ES CELLULAR ACOUSTICAL / 2 " Effective Weld Diameter 36.5/4 & 36.5/7 #10 Screws /4 & 36.5/7 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds 113 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 36.5/4 & 36.5/7 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws N-DEK CELLULAR, N-DEK ES CELLULAR, N-DEK CELLULAR ACOUSTICAL & N-DEK ES CELLULAR ACOUSTICAL /4 & 24.5/6 #10 Screws / 2 " Effective Weld Diameter /4 & 24.5/6 1 1 / 2 " Long Fillet Welds or 1 1 / 2 " Seam Welds 116 Hilti X-ENP19-L15 (steel substrate thickness 0.25") 24.5/4 & 24.5/6 Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws TABLE ALLOWABLE DIAPHRAGM SHEAR VALUES (PLF) FOR DECKS WITH CONCRETE FILL AND 3/4" DIAMETER STUD SHEAR CONNECTORS FIGURE 1 - STEEL DECK PANEL PROFILES AND ATTACHMENT PATTERNS AT SUPPORTS FIGURE 2 - EMBOSSMENTS FOR COMPOSITE FLOOR DECKS FIGURE 3 - TYPCIAL DECK PANEL ATTACHMENT DETAILS FIGURE 4A - PERFORATION PATTERNS OF ACOUSTICAL B-DEK AND N-DEK FIGURE 4B - PERFORATION PATTERNS OF B-DEK AND N-DEK CELLULAR ACOUSTICAL FIGURE 5 - INTER-KNEK TM CONNECTION FIGURE 6 - STUD SHEAR CONNECTOR DETAILS For SI dimensions: 1 inch = 25.4 mm; 1 plf = 14.6 N/m; 1 inch 2 = mm 2 ; 1 inch 3 = mm 3 ; 1 inch 4 = mm 4 ; 1 psf = 4.88 kg/m 2 ; 1 pcf = kg/m 3 ; 1 inch-kip = kn-m; 1 kip = kn; 1 ksi = 6.89 MPa; 1 foot = mm.

9 ESR-1169 Most Widely Accepted and Trusted Pages 8 of 134 TABLE 1 SECTION PROPERTIES DECK PANEL DESIGN THICKNESS 1 (in) FULL MOMENT OF INERTIA (in 4 /ft. width) EFFECTIVE MOMENT OF INERTIA 6 (in 4 /ft. width) EFFECTIVE SECTION MODULUS 6 (in 3 /ft. width) t I x Normal, I on Inverted, I oi Normal, S en Inverted, S ei S-Dek 3 HD-Dek 3 EHD-Dek 3 SD-Dek 4 SD-Dek Inverted 4 F-Dek 2 B-Dek 2 B80 Dek 3 B-Dek ES 2 B80 Dek ES 3 B-Dek ES Interlocking 2 B80 Dek ES Interlocking 3 B-Dek Cellular 2 B-Dek ES Cellular 2 (24.5" Cover Width) B-Dek ES Cellular 2 (36.5" Cover Width) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

10 ESR-1169 Most Widely Accepted and Trusted Pages 9 of 134 TABLE 1 SECTION PROPERTIES (Continued) DECK PANEL DESIGN THICKNESS 1 (in) FULL MOMENT OF INERTIA (in 4 /ft. width) EFFECTIVE MOMENT OF INERTIA 6 (in 4 /ft. width) EFFECTIVE SECTION MODULUS 6 (in 3 /ft. width) B-Dek Cellular Acoustical 2 B-Dek ES Cellular Acoustical 2 (24.5" Cover Width) B-Dek ES Cellular Acoustical 2 (36.5" Cover Width) B-Dek Acoustical 2 B-Dek ES Acoustical 2 B80-Dek Acoustical 3 B80-Dek ES Acoustical 3 B-Dek ES Interlocking Acoustical 2 B80-Dek ES Interlocking Acoustical 3 N-Dek 2 N-Dek Interlocking 2 N-Dek ES Interlocking 2 N-Dek Cellular 2 N-Dek ES Cellular 2 t I x Normal, I on Inverted, I oi Normal, S en Inverted, S ei 20/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

11 ESR-1169 Most Widely Accepted and Trusted Pages 10 of 134 TABLE 1 SECTION PROPERTIES (Continued) DECK PANEL DESIGN THICKNESS 1 (in) FULL MOMENT OF INERTIA (in 4 /ft. width) EFFECTIVE MOMENT OF INERTIA 6 (in 4 /ft. width) EFFECTIVE SECTION MODULUS 6 (in 3 /ft. width) N-Dek Cellular Acoustical 2 N-Dek ES Cellular Acoustical 2 N-Dek Acoustical 2 N-Dek Interlocking Acoustical 2 N-Dek ES Interlocking Acoustical 2 CFD CFD-1.5 ES Interlocking 5 CFD-2 5 CFD-3 5 CFD-3 ES Interlocking 5 t I x Normal, I on Inverted, I oi Normal, S en Inverted, S ei 20/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / The design thickness is the minimum uncoated based-metal thickness of the deck panel. 2 Effective properties are based on yield strength F y = 40 ksi. 3 Effective properties are based on 75 percent of yield strength F y = 80 ksi. 4 Effective properties for No. 24 and No. 26 gage deck panels are based on 75 percent of yield strength Fy = 80 ksi; Effective properties for No. 22 to No. 16 gage deck panels are based on yield strength Fy = 40 ksi. 5 Effective properties for No. 22, No. 20 and No. 18 gage deck panels are based on yield strength F y = 50 ksi; Effective properties for No. 16 gage deck panels are based on yield strength Fy = 40 ksi. 6 Effective properties are net values.

12 ESR-1169 Most Widely Accepted and Trusted Pages 11 of 134 TABLE 2A ALLOWABLE CONCENTRATED LOADS AND REACTIONS BASED ON WEB CRIPPLING (ASD) 1 DECK PANEL B-Dek 2 B80 Dek 3 B-Dek ES 2 B80 Dek ES 3 B-Dek ES Interlocking 2 B80 Dek ES Interlocking 3 B-Dek Acoustical 2 B-Dek ES Acoustical 2 B-Dek ES Interlocking Acoustical 2 B80-Dek Acoustical 3 B80-Dek ES Acoustical 3 B80-Dek ES Interlocking Acoustical 3 B-Dek Cellular & Cellular Acoustical 2 B-Dek ES Cellular & Cellular Acoustical 2 N-Dek 2 N-Dek Interlocking 2 N-Dek ES Interlocking 2 See Table 2C notes. BASE METAL THICKNESS, t (in) ALLOWABLE LOAD (PLF) REACTION LOCATION BEARING LENGTH (in) Interior End Interior End Interior End Interior End Interior End

13 ESR-1169 Most Widely Accepted and Trusted Pages 12 of 134 TABLE 2A ALLOWABLE CONCENTRATED LOADS AND REACTIONS BASED ON WEB CRIPPLING (ASD) 1 DECK PANEL N-Dek Acoustical 2 N-Dek Interlocking Acoustical 2 N-Dek ES Interlocking Acoustical 2 N-Dek Cellular & Cellular Acoustical 2 N-Dek ES Cellular & Cellular Acoustical 2 CFD CFD-1.5 ES Interlocking 5 CFD-2 Interlocking 5 CFD-3 Interlocking 5 CFD-3 ES Interlocking 5 See Table 2C notes. BASE METAL THICKNESS, t (in) ALLOWABLE LOAD (PLF) REACTION LOCATION BEARING LENGTH (in) Interior End Interior End Interior End Interior End Interior End

14 ESR-1169 Most Widely Accepted and Trusted Pages 13 of 134 TABLE 2B ALLOWABLE CONCENTRATED LOADS AND REACTIONS BASED ON WEB CRIPPLING (ASD) 1 DECK PANEL S-Dek 3 HD-Dek 3 See Table 2C notes. BASE METAL THICKNESS, t (in) ALLOWABLE LOAD (PLF) REACTION LOCATION BEARING LENGTH (in) Interior End Interior End Interior End Interior End Interior End TABLE 2C ALLOWABLE CONCENTRATED LOADS AND REACTIONS BASED ON WEB CRIPPLING (ASD) 1 DECK PANEL EHD-Dek 3 SD-Dek/SD-Dek Inverted 4 F-Dek 2 BASE METAL THICKNESS, t (in) ALLOWABLE LOAD (PLF) REACTION LOCATION BEARING LENGTH (in) Interior End Interior End Interior End Interior End Interior End Tabulated values are based one-flange loading with fasteners at supports. 2 Properties are based on yield strength F y = 40 ksi. 3 Properties are based on 75 percent of yield strength F y = 80 ksi. 4 Properties for No. 24 and No. 26 gage decks are based on 75 percent of yield strength Fy = 80 ksi; Properties for No. 22 to No. 16 gage decks are based on yield strength Fy = 40 ksi. 5 Properties for No. 22, No. 20 and No. 18 gage decks are based on yield strength F y = 50 ksi Properties for No. 16 gage decks are based on yield strength Fy = 40 ksi.

15 ESR-1169 Most Widely Accepted and Trusted Pages 14 of 134 F MAXIMUM DIAPHRAGM SPAN FOR MASONRY OR CONCRETE WALLS (feet) TABLE 3 DIAPHRAGM FLEXIBILITY LIMITATIONS 1,2,3,4,5,6 Rotation Not Considered in Diaphragm Masonry or Concrete Walls DIAPHRAGM SPAN-DEPTH LIMITATION Flexible Walls Rotation Considered in Diaphragm Masonry or Concrete Walls Flexible Walls More than 150 Not used Not used 2:1 Not used 1 1 / 2 : No limitation Less than 1 No limitation 2:1 or as required for deflection 2 1 / 2 :1 or as required for deflection 3:1 or as required for deflection As required for deflection For SI: 1 inch = 25.4 mm, 1 foot = mm, 1 plf = N/m, 1 psi = 6894 Pa. 3:1 Not used 2:1 4:1 5:1 No limitation As required for deflection As required for deflection As required for deflection 1 Diaphragms must be investigated regarding their flexibility and recommended span-depth limitations. 2 Diaphragms supporting masonry or concrete walls must have their deflections limited to the following amount: 2 1 / 2 :1 3:1 3 1 / 2 :1 where: wall = 2 c H f 0.01 Et H = Unsupported height of wall in feet. t = Thickness of wall in inches. E = Modulus of elasticity of wall material for deflection determination in pounds per square inch. f c = Allowable compression strength of wall material in flexure in pounds per square inch. For concrete, f c = 0.45 f c. For masonry, f c = F b = 0.33 f m. 3 The total deflection of the diaphragm may be computed from the equation: = f + w where: where: f = Flexural deflection of the diaphragm determined in the same manner as the deflection of beams. w = The web deflection may be determined by the equation: w ave q L F 10 6 L = Distance in feet between vertical resisting element (such as shear wall) and the point to which the deflection is to be determined. q ave = Average shear in diaphragm in pounds per foot over length L. F = Flexibility factor: The average micro inches (μm) a diaphragm web will deflect in a span of 1 foot (m) under a shear of 1 pound per foot (N/m)., Where G = effective shear modules based on profile and thickness of deck panel and type and spacing of connectors. 4 When applying these limitations to cantilevered diaphragms, the allowable span-depth ratio will be half that shown. 5 Diaphragm classification (flexible or rigid) and deflection limits must comply with the diaphragm design considerations in Section If there is a conflict between this table and the code requirements, the code requirements govern.

16 ESR-1169 Most Widely Accepted and Trusted Pages 15 of 134 TABLE 4 S-DEK ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Welds with Washers with 3/8" Diameter Hole S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds CONCRETE TYPE: Lightweight Insulating Concrete ATTACHMENT PATTERN: 30 / 5 ATTACHMENT PATTERN: 30 / 7 2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' Notes: 1.) Tabulated values based on a ''TRIPLE SPAN CONDITION''. 2.) Tabulated S values include a safety factor (Ω) of 3.25 which is applicable to seismic, wind and all other loads. Tabulated S values may be multiplied by to obtain factored (LRFD) diaphragm strength, which is based on a resistance factor ( ) of 0.50 applicable to seismic, wind and all other loads. 3.) Support connections parallel to deck flutes spaced at 12 inches o.c. 4.) Lightweight insulating concrete properties: f c = 125 psi; Minimum thickness above top flange of the deck panel = 2.5 inches. 5.) See ESR-2776 for support steel requirements/limitations in regards to Hilti fasteners support connections (Hilti X-ENP-19-L15 & Hilti X-HSN24). 6.) For 28, 26, 24, 22, 20 and 18 gage decks, use S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 screws for sidelaps. For 16 gage decks, use S-SLC02 M HWH, #12 or #10 screws for sidelaps.

17 ESR-1169 Most Widely Accepted and Trusted Pages 16 of 134 TABLE 5 S-DEK ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP-19-L15 or Hilti X-HSN 24 S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws CONCRETE TYPE: Lightweight Insulating Concrete ATTACHMENT PATTERN: 30 / 5 ATTACHMENT PATTERN: 30 / 7 2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 2' - 0" 2' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' See Table 4 notes.

18 ESR-1169 Most Widely Accepted and Trusted Pages 17 of 134 TABLE 6 HD-DEK ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Welds with Washers with 3/8" Diameter Hole S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds CONCRETE TYPE: Lightweight Insulating Concrete ATTACHMENT PATTERN: 30 / 5 ATTACHMENT PATTERN: 30 / 7 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' See Table 4 notes.

19 ESR-1169 Most Widely Accepted and Trusted Pages 18 of 134 TABLE 7 HD-DEK ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP-19-L15 or Hilti X-HSN 24 S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws CONCRETE TYPE: Lightweight Insulating Concrete ATTACHMENT PATTERN: 30 / 5 ATTACHMENT PATTERN: 30 / 7 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 3' - 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' See Table 4 notes.

20 ESR-1169 Most Widely Accepted and Trusted Pages 19 of 134 TABLE 8 EHD-DEK ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Welds with Washers with 3/8" Diameter Hole S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds CONCRETE TYPE: Lightweight Insulating Concrete ATTACHMENT PATTERN: 32 / 3 ATTACHMENT PATTERN: 32 / 4 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' See Table 4 notes.

21 ESR-1169 Most Widely Accepted and Trusted Pages 20 of 134 TABLE 9 EHD-DEK ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP-19-L15 or Hilti X-HSN 24 S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws CONCRETE TYPE: Lightweight Insulating Concrete ATTACHMENT PATTERN: 32 / 3 ATTACHMENT PATTERN: 32 / 4 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' See Table 4 notes.

22 ESR-1169 Most Widely Accepted and Trusted Pages 21 of 134 TABLE 10 SD-DEK ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Welds with Washers with 3/8" Diameter Hole S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds CONCRETE TYPE: Lightweight Insulating Concrete ATTACHMENT PATTERN: 30 / 4 for 26 and 24 gage panels; 36 / 4 for 22 and 20 gage panels ATTACHMENT PATTERN: 30 / 6 for 26 and 24 gage panels; 36 / 7 for 22 and 20 gage panels 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' See Table 4 notes.

23 ESR-1169 Most Widely Accepted and Trusted Pages 22 of 134 TABLE 11 SD-DEK ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP-19-L15 or Hilti X-HSN 24 S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws CONCRETE TYPE: Lightweight Insulating Concrete ATTACHMENT PATTERN: 30 / 4 for 26 and 24 gage panels; 36 / 4 for 22 and 20 gage panels ATTACHMENT PATTERN: 30 / 6 for 26 and 24 gage panels; 36 / 7 for 22 and 20 gage panels 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' See Table 4 notes.

24 ESR-1169 Most Widely Accepted and Trusted Pages 23 of 134 TABLE 12 SD-DEK INVERTED ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Welds with Washers with 3/8" Diameter Hole S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds CONCRETE TYPE: Lightweight Insulating Concrete ATTACHMENT PATTERN: 30 / 3 for 26 and 24 gage panels; 36 / 4 for 22 and 20 gage panels ATTACHMENT PATTERN: 30 / 5 for 26 and 24 gage panels; 36 / 6 for 22 and 20 gage panels 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' See Table 4 notes.

25 ESR-1169 Most Widely Accepted and Trusted Pages 24 of 134 TABLE 13 SD-DEK INVERTED ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP-19-L15 or Hilti X-HSN 24 S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws CONCRETE TYPE: Lightweight Insulating Concrete ATTACHMENT PATTERN: 30 / 3 for 26 and 24 gage panels; 36 / 4 for 22 and 20 gage panels ATTACHMENT PATTERN: 30 / 5 for 26 and 24 gage panels; 36 / 6 for 22 and 20 gage panels 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 7' - 6" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' See Table 4 notes.

26 ESR-1169 Most Widely Accepted and Trusted Pages 25 of 134 TABLE 14 COMPOSITE FLOOR-DEK 1.5 ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds ATTACHMENT PATTERN: 36 / 4 CONCRETE DENSITY: 110 pcf Lightweight Concrete CONC. COVER CONC. COVER THICKNESS (in.) 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" THICKNESS (in.) 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 2" S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' Notes: 1.) Tabulated values based on a ''SINGLE SPAN CONDITION''. 2.) Tabulated S values include a safety factor (Ω) of 3.25 which is applicable to seismic, wind and all other loads. Tabulated S values may be multiplied by to obtain factored (LRFD) diaphragm strength, which is based on a resistance factor ( ) of 0.50 applicable to seismic, wind and all other loads. 3.) Concrete compressive strength: f c = 3000 psi 4.) Concrete cover thickness is defined as the thickness above the top flange of the deck panel. 5.) Side-lap attachment spacing = 36'' o.c.

27 ESR-1169 Most Widely Accepted and Trusted Pages 26 of 134 TABLE 15 COMPOSITE FLOOR-DEK 1.5 ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds ATTACHMENT PATTERN: 36 / 4 CONCRETE DENSITY: 145 pcf Normal Weight Concrete CONC. COVER CONC. COVER THICKNESS (in.) 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" THICKNESS (in.) 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 2" S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' See Table 14 notes.

28 ESR-1169 Most Widely Accepted and Trusted Pages 27 of 134 TABLE 16 COMPOSITE FLOOR-DEK 1.5 ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch, Inter-Knek TM Connection, #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds ATTACHMENT PATTERN: 36 / 4 CONCRETE DENSITY: 110 pcf Lightweight Concrete CONC. COVER CONC. COVER THICKNESS (in.) 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" THICKNESS (in.) 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 2" S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' See Table 14 notes.

29 ESR-1169 Most Widely Accepted and Trusted Pages 28 of 134 TABLE 17 COMPOSITE FLOOR-DEK 1.5 ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch, Inter-Knek TM Connection, #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds ATTACHMENT PATTERN: 36 / 4 CONCRETE DENSITY: 145 pcf Normal Weight Concrete CONC. COVER CONC. COVER THICKNESS (in.) 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" THICKNESS (in.) 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 2" S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' See Table 14 notes.

30 ESR-1169 Most Widely Accepted and Trusted Pages 29 of 134 TABLE 18 COMPOSITE FLOOR-DEK 2 INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch, Inter-Knek TM Connection, #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds ATTACHMENT PATTERN: 36 / 4 CONCRETE DENSITY: 110 pcf Lightweight Concrete CONC. COVER CONC. COVER THICKNESS (in.) 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" THICKNESS (in.) 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 2" S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' See Table 14 notes.

31 ESR-1169 Most Widely Accepted and Trusted Pages 30 of 134 TABLE 19 COMPOSITE FLOOR-DEK 2 INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch, Inter-Knek TM Connection, #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds ATTACHMENT PATTERN: 36 / 4 CONCRETE DENSITY: 145 pcf Normal Weight Concrete CONC. COVER CONC. COVER THICKNESS (in.) 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" THICKNESS (in.) 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 2" S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' See Table 14 notes.

32 ESR-1169 Most Widely Accepted and Trusted Pages 31 of 134 TABLE 20 COMPOSITE FLOOR-DEK 3 INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch, Inter-Knek TM Connection, #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds ATTACHMENT PATTERN: 24 / 3 or 36 / 4 CONCRETE DENSITY: 110 pcf Lightweight Concrete CONC. COVER CONC. COVER THICKNESS (in.) 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 16' - 0" THICKNESS (in.) 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 16' - 0" 2" S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' See Table 14 notes.

33 ESR-1169 Most Widely Accepted and Trusted Pages 32 of 134 TABLE 21 COMPOSITE FLOOR-DEK 3 INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch, Inter-Knek TM Connection, #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds ATTACHMENT PATTERN: 24 / 3 or 36 / 4 CONCRETE DENSITY: 145 pcf Normal Weight Concrete CONC. COVER CONC. COVER THICKNESS (in.) 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 16' - 0" THICKNESS (in.) 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 16' - 0" 2" S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' See Table 14 notes.

34 ESR-1169 Most Widely Accepted and Trusted Pages 33 of 134 TABLE 22 COMPOSITE FLOOR-DEK 3 ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch, Inter-Knek TM Connection, #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds ATTACHMENT PATTERN: 36 / 4 CONCRETE DENSITY: 110 pcf Lightweight Concrete CONC. COVER CONC. COVER THICKNESS (in.) 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 16' - 0" THICKNESS (in.) 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 16' - 0" 2" S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' See Table 14 notes.

35 ESR-1169 Most Widely Accepted and Trusted Pages 34 of 134 TABLE 23 COMPOSITE FLOOR-DEK 3 ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch, Inter-Knek TM Connection, #10 Screws, 1-1/2" Long Fillet Welds or 1-1/2" Long Seam Welds ATTACHMENT PATTERN: 36 / 4 CONCRETE DENSITY: 145 pcf Normal Weight Concrete CONC. COVER CONC. COVER THICKNESS (in.) 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 16' - 0" THICKNESS (in.) 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 16' - 0" 2" S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 5" S " 5" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' See Table 14 notes.

36 ESR-1169 Most Widely Accepted and Trusted Pages 35 of 134 Notes for Tables MAXIMUM SUPERIMPOSED LOADS (psf) 1.2D+1.6L (Strength) # Maximum Factored (LRFD) Superimposed Load governed by strength limitations D+L (Deflection) # Maximum Unfactored Superimposed Load governed by an instantaneous deflection limit of L/240 L (Deflection) # Maximum Unfactored Live Load or simply governed by an instantaneous deflection limit of L/ MAXIMUM UNSHORED CLEAR SPANS (l ) (feet-inch) Single Span (l 1 ) # Maximum Unshored Clear Span for Deck Panels installed in Single Spans Double Span (l 2 ) # Maximum Unshored Clear Span for Deck Panels installed in Double Equal Spans Triple Span (l 3 ) # Maximum Unshored Clear Span for Deck Panels installed in Triple Equal Spans Cantilever # Maximum Unshored Clear Length Single Span Deck Installation: a.) No shoring required when l l 1 b.) One row of shoring required when l 1 < l 2* l 2 (install shoring at midspan of l) c.) Two rows of shoring required when 2*l 2 < l 3* l 3 (install shoring at 1 / 3 and 2 / 3 of l) Double Span Deck Installation: a.) No shoring required when l l 2 b.) One row of shoring required when l 3 < l 2* l 3 (install shoring at midspan of l for each span) c.) Two rows of shoring required when 2*l 3 < l 3* l 3 (install shoring at 1 / 3 and 2 / 3 of l for each span) Triple or More Span Deck Installation: a.) No shoring required when l l 3 b.) One row of shoring required when l 3 < l 2* l 3 (install shoring at midspan of l for each span) c.) Two rows of shoring required when 2* l 3 < l 3* l 3 (install shoring at 1 / 3 and 2 / 3 of l for each span) 3. Definitions h = total height of concrete slab measure from the bottom flange of the steel deck to the top of concrete, inches Wc = Weight of concrete (neglecting deflection), psf D = Uniform Superimposed Dead Load (dead load in addition to the self-weight of concrete, Wc), psf L = Uniform live load, psf l = span length between permanent supports for 1 (single), 2 (double), or 3 (triple) deck panel span conditions, feet l = maximum unshored clear span length, feet-inch 4. Maximum Unshored Construction Clear Spans are based on 2" exterior bearing and 4" interior bearing width. 5. Minimum area of reinforcement (welded wire fabric) must be equal to times the area of concrete above the steel deck. 6. Additional reinforcement may be required for Long-Term Deflection design requirements.

37 ESR-1169 Most Widely Accepted and Trusted Pages 36 of 134 Span (l ) TABLE 24 - COMPOSITE FLOOR-DEK 1.5 SIMPLE SPAN SLAB DESIGN - NO STUDS ON BEAMS LIGHTWEIGHT CONCRETE (110 pcf), f c = 3,000 psi MAXIMUM SUPERIMPOSED LOADS (psf) h (Wc) 3.5" (23.17) 4" (27.75) 4.5" (32.34) 5" (36.92) 5.5" (41.5) 6" (46.09) 6.5" (50.67) 7" (55.25) 7.5" (59.84) 8" (64.42) Based on the following Load Combinations ' - 0" 6' - 6" 7' - 0" 7' - 6" 8' - 0" 8' - 6" 9' - 0" 9' - 6" 10' - 0" 10' - 6" 11' - 0" 11' - 6" 12' - 0" 1.2D+1.6L (Strength) D+L (Deflection) L (Deflection) D+1.6L (Strength) D+L (Deflection) L (Deflection) D+1.6L (Strength) D+L (Deflection) L (Deflection) D+1.6L (Strength) D+L (Deflection) L (Deflection) D+1.6L (Strength) D+L (Deflection) L (Deflection) D+1.6L (Strength) D+L (Deflection) L (Deflection) D+1.6L (Strength) D+L (Deflection) L (Deflection) D+1.6L (Strength) D+L (Deflection) L (Deflection) D+1.6L (Strength) D+L (Deflection) L (Deflection) D+1.6L (Strength) D+L (Deflection) L (Deflection) D+1.6L (Strength) D+L (Deflection) L (Deflection) D+1.6L (Strength) D+L (Deflection) L (Deflection) D+1.6L (Strength) D+L (Deflection) L (Deflection) See notes on page 35. MAXIMUM UNSHORED CONSTRUCTION CLEAR SPANS (l ) (feet-inch) Single Span (l 1 ) 7-9" 9-0" 9-11" 10-8" 7-4" 8-6" 9-4" 10-1" 7-0" 8-1" 8-11" 9-8" 6-9" 7-9" 8-7" 9-3" 6-6" 7-6" 8-3" 8-11" 6-3" 7-3" 8-0" 8-8" 6-1" 7-0" 7-9" 8-5" 5-10" 6-10" 7-7" 8-2" 5-9" 6-8" 7-4" 8-0" 5-7" 6-6" 7-2" 7-9" Double Span (l 2 ) 9-0" 10-1" 11-8" 11-9" 8-7" 9-11" 11-6" 11-7" 8-3" 9-6" 11-0" 11-1" 7-10" 9-1" 10-6" 10-7" 7-7" 8-9" 10-1" 10-2" 7-3" 8-5" 9-9" 9-10" 7-1" 8-1" 9-5" 9-6" 6-10" 7-10" 9-2" 9-3" 6-8" 7-8" 8-10" 8-11" 6-6" 7-5" 8-7" 8-8" Triple Span (l 3 ) 9-3" 10-5" 12-0" 12-2" 8-9" 10-3" 11-6" 11-11" 8-4" 9-9" 11-1" 11-5" 8-0" 9-4" 10-8" 10-11" 7-8" 9-0" 10-3" 10-6" 7-5" 8-8" 9-11" 10-2" 7-2" 8-4" 9-7" 9-10" 6-11" 8-1" 9-4" 9-6" 6-9" 7-10" 9-2" 9-3" 6-6" 7-8" 8-11" 9-0" Cantilever 2-9" 3-4" 4-3" 4-4" 2-8" 3-3" 4-1" 4-2" 2-7" 3-2" 3-11" 4-0" 2-6" 3-1" 3-10" 3-10" 2-6" 3-0" 3-8" 3-9" 2-5" 2-11" 3-7" 3-8" 2-4" 2-10" 3-6" 3-7" 2-4" 2-9" 3-5" 3-6" 2-3" 2-9" 3-4" 3-5" 2-3" 2-8" 3-3" 3-4" CY/100sf

38 ESR-1169 Most Widely Accepted and Trusted Pages 37 of 134 TABLE 25 - COMPOSITE FLOOR-DEK 1.5 SIMPLE SPAN SLAB DESIGN - NO STUDS ON BEAMS NORMAL WEIGHT CONCRETE (145 pcf), f c = 3,000 psi MAXIMUM SUPERIMPOSED LOADS (psf) h (Wc) 3.5" (30.54) 4" (36.58) 4.5" (42.63) 5" (48.67) 5.5" (54.71) 6" (60.75) 6.5" (66.79) 7" (72.83) 7.5" (78.88) 8" (84.92) Span Based on the following (l ) Load Combinations D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) MAXIMUM UNSHORED CONSTRUCTION CLEAR SPANS (l ) (feet-inch) Single Span (l 1 ) 7-2" 8-3" 9-1" 9-10" 6-9" 7-9" 8-7" 9-3" 6-5" 7-5" 8-2" 8-10" 6-2" 7-1" 7-10" 8-6" 5-11" 6-10" 7-7" 8-2" 5-8" 6-7" 7-4" 7-11" 5-6" 6-5" 7-1" 7-8" 5-4" 6-2" 6-11" 7-6" 5-2" 6-0" 6-9" 7-3" 5-0" 5-10" 6-7" 7-1" Double Span (l 2 ) 8-4" 9-8" 11-2" 11-3" 7-11" 9-1" 10-7" 10-7" 7-6" 8-8" 10-0" 10-1" 7-2" 8-3" 9-7" 9-8" 6-10" 7-11" 9-2" 9-3" 6-7" 7-7" 8-10" 8-11" 6-5" 7-4" 8-6" 8-7" 6-2" 7-1" 8-2" 8-3" 6-0" 6-10" 7-11" 8-0" 5-10" 6-8" 7-9" 7-9" Triple Span (l 3 ) 8-6" 10-0" 11-3" 11-8" 8-0" 9-5" 10-8" 11-0" 7-7" 8-11" 10-2" 10-5" 7-3" 8-6" 9-9" 10-0" 6-11" 8-1" 9-5" 9-7" 6-8" 7-10" 9-1" 9-2" 6-6" 7-6" 8-9" 8-10" 6-3" 7-3" 8-6" 8-7" 6-1" 7-1" 8-3" 8-3" 5-11" 6-10" 8-0" 8-1" Cantilever 2-7" 3-2" 4-0" 4-1" 2-6" 3-1" 3-10" 3-11" 2-5" 2-11" 3-8" 3-9" 2-5" 2-10" 3-6" 3-7" 2-4" 2-9" 3-5" 3-6" 2-3" 2-8" 3-4" 3-4" 2-2" 2-7" 3-3" 3-3" 2-2" 2-7" 3-2" 3-2" 2-1" 2-6" 3-1" 3-1" 2-1" 2-5" 3-0" 3-0" CY/100sf See notes on page 35.

39 ESR-1169 Most Widely Accepted and Trusted Pages 38 of 134 TABLE 26 - COMPOSITE FLOOR-DEK 1.5 ES INTERLOCKING SIMPLE SPAN SLAB DESIGN - NO STUDS ON BEAMS LIGHTWEIGHT CONCRETE (110 pcf), f c = 3,000 psi MAXIMUM SUPERIMPOSED LOADS (psf) h (Wc) 3.5" (22.99) 4" (27.57) 4.5" (32.16) 5" (36.74) 5.5" (41.32) 6" (45.91) 6.5" (50.49) 7" (55.07) 7.5" (59.66) 8" (64.24) Span Based on the following (l ) Load Combinations D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) MAXIMUM UNSHORED CONSTRUCTION CLEAR SPANS (l ) (feet-inch) Single Span (l 1 ) 7-10" 9-1" 10-0" 10-9" 7-5" 8-7" 9-5" 10-2" 7-1" 8-2" 9-0" 9-9" 6-9" 7-10" 8-8" 9-4" 6-6" 7-6" 8-4" 9-0" 6-4" 7-3" 8-1" 8-9" 6-1" 7-1" 7-10" 8-6" 5-11" 6-10" 7-7" 8-3" 5-9" 6-8" 7-5" 8-0" 5-7" 6-6" 7-3" 7-10" Double Span (l 2 ) 9-2" 10-3" 11-10" 11-9" 8-8" 10-1" 11-8" 11-7" 8-3" 9-8" 11-1" 11-1" 7-11" 9-3" 10-8" 10-8" 7-7" 8-10" 10-3" 10-3" 7-4" 8-6" 9-11" 9-10" 7-1" 8-3" 9-6" 9-6" 6-11" 8-0" 9-3" 9-3" 6-8" 7-9" 9-0" 9-0" 6-6" 7-6" 8-8" 8-9" Triple Span (l 3 ) 9-3" 10-7" 12-1" 12-2" 8-10" 10-3" 11-7" 12-0" 8-5" 9-9" 11-2" 11-5" 8-0" 9-4" 10-9" 11-0" 7-9" 9-0" 10-4" 10-7" 7-5" 8-8" 10-0" 10-2" 7-2" 8-4" 9-9" 9-10" 7-0" 8-1" 9-5" 9-7" 6-9" 7-10" 9-3" 9-3" 6-7" 7-7" 9-0" 9-0" Cantilever 2-10" 3-6" 4-4" 4-4" 2-9" 3-4" 4-2" 4-2" 2-8" 3-3" 4-0" 4-0" 2-7" 3-2" 3-11" 3-11" 2-7" 3-1" 3-9" 3-9" 2-6" 3-0" 3-8" 3-8" 2-5" 2-11" 3-7" 3-7" 2-5" 2-10" 3-6" 3-6" 2-4" 2-9" 3-5" 3-5" 2-4" 2-9" 3-4" 3-4" CY/100sf See notes on page 35.

40 ESR-1169 Most Widely Accepted and Trusted Pages 39 of 134 See notes on page 35. TABLE 27 - COMPOSITE FLOOR-DEK 1.5 ES INTERLOCKING SIMPLE SPAN SLAB DESIGN - NO STUDS ON BEAMS NORMAL WEIGHT CONCRETE (145 pcf), f c = 3,000 psi MAXIMUM SUPERIMPOSED LOADS (psf) h (Wc) 3.5" (30.3) 4" (36.35) 4.5" (42.39) 5" (48.43) 5.5" (54.47) 6" (60.51) 6.5" (66.55) 7" (72.6) 7.5" (78.64) 8" (84.68) Span Based on the following (l ) Load Combinations D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) MAXIMUM UNSHORED CONSTRUCTION CLEAR SPANS (l ) (feet-inch) Single Span (l 1 ) 7-2" 8-4" 9-2" 9-11" 6-10" 7-10" 8-8" 9-4" 6-6" 7-6" 8-3" 8-11" 6-2" 7-2" 7-11" 8-7" 5-11" 6-11" 7-8" 8-3" 5-9" 6-8" 7-5" 8-0" 5-6" 6-5" 7-2" 7-9" 5-4" 6-2" 7-0" 7-6" 5-2" 6-0" 6-9" 7-4" 5-1" 5-10" 6-8" 7-2" Double Span (l 2 ) 8-5" 9-10" 11-4" 11-3" 8-0" 9-3" 10-9" 10-8" 7-7" 8-9" 10-2" 10-2" 7-3" 8-4" 9-9" 9-8" 6-11" 8-0" 9-3" 9-3" 6-8" 7-8" 8-11" 8-11" 6-5" 7-5" 8-7" 8-7" 6-3" 7-2" 8-4" 8-4" 6-0" 7-0" 8-1" 8-1" 5-10" 6-9" 7-10" 7-10" Triple Span (l 3 ) 8-6" 10-0" 11-4" 11-8" 8-1" 9-4" 10-9" 11-0" 7-8" 8-10" 10-3" 10-6" 7-4" 8-6" 9-10" 10-0" 7-0" 8-1" 9-6" 9-7" 6-9" 7-9" 9-2" 9-3" 6-6" 7-6" 8-11" 8-11" 6-4" 7-3" 8-7" 8-7" 6-1" 7-0" 8-4" 8-4" 5-11" 6-10" 8-1" 8-1" Cantilever 2-9" 3-3" 4-1" 4-1" 2-7" 3-2" 3-11" 3-11" 2-6" 3-0" 3-9" 3-9" 2-6" 2-11" 3-7" 3-7" 2-5" 2-10" 3-6" 3-6" 2-4" 2-9" 3-5" 3-5" 2-3" 2-8" 3-3" 3-4" 2-3" 2-8" 3-2" 3-3" 2-2" 2-7" 3-1" 3-2" 2-2" 2-6" 3-1" 3-1" CY/100sf

41 Span (l ) ESR-1169 Most Widely Accepted and Trusted Pages 40 of 134 TABLE 28 - COMPOSITE FLOOR-DEK 2 INTERLOCKING SIMPLE SPAN SLAB DESIGN - NO STUDS ON BEAMS LIGHTWEIGHT CONCRETE (110 pcf), f c = 3,000 psi MAXIMUM SUPERIMPOSED LOADS (psf) h (Wc) 4" (27.5) 4.5" (32.08) 5" (36.67) 5.5" (41.25) 6" (45.83) 6.5" (50.42) 7" (55) 7.5" (59.58) 8" (64.17) 8.5" (68.75) Based on the following Load Combinations D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) MAXIMUM UNSHORED CONSTRUCTION CLEAR SPANS (l ) (feet-inch) Single Span (l 1 ) 9-0" 10-6" 11-6" 12-2" 8-7" 10-0" 11-0" 11-9" 8-3" 9-7" 10-7" 11-4" 7-11" 9-3" 10-2" 11-0" 7-7" 8-11" 9-10" 10-8" 7-4" 8-8" 9-7" 10-4" 7-1" 8-5" 9-4" 10-1" 6-11" 8-3" 9-1" 9-10" 6-9" 8-0" 8-10" 9-7" 6-6" 7-9" 8-8" 9-4" Double Span (l 2 ) 10-7" 12-4" 14-6" 15-1" 10-0" 11-9" 14-0" 14-5" 9-7" 11-3" 13-6" 13-10" 9-2" 10-10" 13-0" 13-3" 8-10" 10-5" 12-7" 12-9" 8-6" 10-1" 12-1" 12-5" 8-2" 9-9" 11-9" 12-0" 7-8" 9-6" 11-5" 11-8" 7-3" 9-2" 11-1" 11-4" 6-11" 9-0" 10-9" 11-0" Triple Span (l 3 ) 10-8" 12-8" 13-7" 14-3" 10-2" 12-2" 13-2" 13-9" 9-8" 11-7" 12-9" 13-4" 9-4" 11-1" 12-5" 13-0" 8-11" 10-8" 12-1" 12-8" 8-8" 10-3" 11-10" 12-4" 8-4" 9-11" 11-7" 12-1" 8-0" 9-8" 11-4" 11-11" 7-7" 9-4" 11-1" 11-8" 7-2" 9-1" 10-11" 11-4" Cantilever 3-8" 4-6" 5-11" 6-1" 3-6" 4-4" 5-8" 5-10" 3-5" 4-3" 5-6" 5-8" 3-4" 4-1" 5-4" 5-5" 3-3" 4-0" 5-2" 5-3" 3-2" 3-10" 5-0" 5-1" 3-1" 3-9" 4-10" 5-0" 3-0" 3-8" 4-9" 4-10" 2-11" 3-7" 4-7" 4-9" 2-11" 3-6" 4-6" 4-7" CY/100sf See notes on page 35.

42 ESR-1169 Most Widely Accepted and Trusted Pages 41 of 134 See notes on page 35. TABLE 29 - COMPOSITE FLOOR-DEK 2 INTERLOCKING SIMPLE SPAN SLAB DESIGN - NO STUDS ON BEAMS NORMAL WEIGHT CONCRETE (145 pcf), f c = 3,000 psi MAXIMUM SUPERIMPOSED LOADS (psf) h (Wc) 4" (36.25) 4.5" (42.29) 5" (48.33) 5.5" (54.38) 6" (60.42) 6.5" (66.46) 7" (72.5) 7.5" (78.54) 8" (84.58) 8.5" (90.63) Span Based on the following (l ) Load Combinations D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) MAXIMUM UNSHORED CONSTRUCTION CLEAR SPANS (l ) (feet-inch) Single Span (l 1 ) 8-3" 9-8" 10-7" 11-5" 7-10" 9-2" 10-1" 10-11" 7-6" 8-9" 9-8" 10-6" 7-2" 8-6" 9-4" 10-1" 6-10" 8-2" 9-0" 9-9" 6-8" 7-11" 8-9" 9-6" 6-5" 7-7" 8-6" 9-3" 6-3" 7-4" 8-4" 9-0" 6-0" 7-2" 8-1" 8-9" 5-11" 7-0" 7-11" 8-7" Double Span (l 2 ) 9-7" 11-3" 13-7" 13-10" 9-1" 10-9" 12-11" 13-2" 8-8" 10-3" 12-3" 12-7" 8-2" 9-9" 11-10" 12-1" 7-7" 9-5" 11-4" 11-7" 7-1" 9-1" 10-11" 11-2" 6-7" 8-9" 10-7" 10-9" 6-3" 8-6" 10-3" 10-5" 5-10" 8-3" 9-11" 10-2" 5-5" 7-11" 9-7" 9-10" Triple Span (l 3 ) 9-9" 11-8" 12-9" 13-4" 9-3" 11-0" 12-4" 12-11" 8-9" 10-5" 11-11" 12-6" 8-5" 10-0" 11-7" 12-2" 7-11" 9-7" 11-4" 11-10" 7-4" 9-3" 11-0" 11-6" 6-11" 8-11" 10-8" 11-1" 6-6" 8-8" 10-5" 10-9" 6-1" 8-4" 10-2" 10-6" 5-8" 8-2" 9-11" 10-2" Cantilever 3-5" 4-3" 5-6" 5-8" 3-4" 4-1" 5-3" 5-5" 3-2" 3-11" 5-0" 5-2" 3-1" 3-9" 4-10" 5-0" 3-0" 3-8" 4-8" 4-10" 2-11" 3-7" 4-6" 4-8" 2-10" 3-5" 4-5" 4-6" 2-9" 3-4" 4-3" 4-5" 2-9" 3-3" 4-2" 4-3" 2-8" 3-3" 4-1" 4-2" CY/100sf

43 Span (l ) ESR-1169 Most Widely Accepted and Trusted Pages 42 of 134 TABLE 30 - COMPOSITE FLOOR-DEK 3 INTERLOCKING SIMPLE SPAN SLAB DESIGN - NO STUDS ON BEAMS LIGHTWEIGHT CONCRETE (110 pcf), f c = 3,000 psi MAXIMUM SUPERIMPOSED LOADS (psf) h (Wc) 5" (32.08) 5.5" (36.67) 6" (41.25) 6.5" (45.83) 7" (50.42) 7.5" (55) 8" (59.58) 8.5" (64.17) 9" (68.75) 9.5" (73.33) Based on the following Load Combinations D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) MAXIMUM UNSHORED CONSTRUCTION CLEAR SPANS (l ) (feet-inch) Single Span (l 1 ) 11-11" 12-11" 13-10" 14-8" 11-4" 12-6" 13-5" 14-3" 10-10" 12-2" 13-1" 13-10" 10-5" 11-10" 12-9" 13-6" 10-1" 11-7" 12-6" 13-3" 9-9" 11-4" 12-3" 12-11" 9-5" 11-0" 12-0" 12-8" 9-2" 10-8" 11-9" 12-6" 8-11" 10-4" 11-7" 12-3" 8-6" 10-1" 11-5" 12-1" Double Span (l 2 ) 12-0" 14-10" 17-4" 18-0" 11-1" 14-3" 16-10" 17-3" 10-3" 13-8" 16-4" 16-7" 9-7" 13-2" 15-10" 16-0" 8-11" 12-9" 15-4" 15-6" 8-5" 12-0" 14-10" 15-0" 7-11" 11-4" 14-5" 14-7" 7-6" 10-9" 14-0" 14-2" 7-2" 10-2" 13-7" 13-9" 6-9" 9-8" 13-3" 13-5" Triple Span (l 3 ) 12-6" 15-2" 16-4" 17-2" 11-6" 14-8" 15-10" 16-8" 10-8" 14-2" 15-5" 16-3" 9-11" 13-7" 15-0" 15-10" 9-4" 13-1" 14-8" 15-6" 8-9" 12-6" 14-4" 15-2" 8-3" 11-9" 14-1" 14-11" 7-10" 11-2" 13-10" 14-7" 7-5" 10-7" 13-8" 14-3" 7-1" 10-1" 13-5" 13-10" Cantilever 5-1" 6-2" 7-10" 7-11" 4-11" 5-11" 7-6" 7-7" 4-9" 5-8" 7-3" 7-4" 4-7" 5-6" 7-0" 7-1" 4-6" 5-4" 6-9" 6-10" 4-4" 5-2" 6-6" 6-8" 4-3" 5-1" 6-4" 6-5" 4-2" 4-11" 6-2" 6-3" 4-0" 4-10" 6-0" 6-1" 3-11" 4-8" 5-11" 6-0" CY/100sf See notes on page 35.

44 ESR-1169 Most Widely Accepted and Trusted Pages 43 of 134 TABLE 31 - COMPOSITE FLOOR-DEK 3 INTERLOCKING SIMPLE SPAN SLAB DESIGN - NO STUDS ON BEAMS NORMAL WEIGHT CONCRETE (145 pcf), f c = 3,000 psi MAXIMUM SUPERIMPOSED LOADS (psf) h (Wc) 5" (42.29) 5.5" (48.33) 6" (54.38) 6.5" (60.42) 7" (66.46) 7.5" (72.5) 8" (78.54) 8.5" (84.58) 9" (90.63) 9.5" (96.67) Span Based on the following (l ) Load Combinations D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) MAXIMUM UNSHORED CONSTRUCTION CLEAR SPANS (l ) (feet-inch) Single Span (l 1 ) 10-9" 12-1" 13-0" 13-9" 10-3" 11-9" 12-7" 13-4" 9-9" 11-5" 12-3" 13-0" 9-5" 10-11" 11-11" 12-8" 9-0" 10-6" 11-8" 12-5" 8-6" 10-2" 11-5" 12-1" 8-0" 9-10" 11-3" 11-11" 7-7" 9-6" 10-11" 11-8" 7-2" 9-3" 10-8" 11-6" 6-10" 9-0" 10-6" 11-4" Double Span (l 2 ) 10-1" 13-6" 16-3" 16-6" 9-3" 12-11" 15-6" 15-9" 8-6" 12-1" 14-11" 15-1" 7-10" 11-2" 14-4" 14-6" 7-4" 10-5" 13-10" 14-0" 6-10" 9-9" 13-4" 13-6" 6-5" 9-2" 12-11" 13-1" 6-1" 8-8" 12-6" 12-8" 5-8" 8-2" 12-2" 12-4" 5-4" 7-9" 11-10" 12-0" Triple Span (l 3 ) 10-6" 14-0" 15-3" 16-1" 9-7" 13-4" 14-10" 15-8" 8-10" 12-7" 14-5" 15-2" 8-2" 11-8" 14-1" 14-10" 7-8" 10-10" 13-9" 14-5" 7-2" 10-2" 13-6" 13-11" 6-9" 9-7" 13-2" 13-6" 6-4" 9-0" 13-0" 13-1" 5-11" 8-6" 12-7" 12-9" 5-7" 8-1" 12-3" 12-5" Cantilever 4-9" 5-8" 7-2" 7-3" 4-6" 5-5" 6-10" 6-11" 4-4" 5-3" 6-7" 6-8" 4-3" 5-0" 6-4" 6-5" 4-1" 4-10" 6-1" 6-2" 4-0" 4-9" 5-11" 6-0" 3-10" 4-7" 5-9" 5-10" 3-9" 4-6" 5-7" 5-8" 3-8" 4-4" 5-5" 5-6" 3-7" 4-3" 5-3" 5-4" CY/100sf See notes on page 35.

45 ESR-1169 Most Widely Accepted and Trusted Pages 44 of 134 TABLE 32 - COMPOSITE FLOOR-DEK 3 ES INTERLOCKING SIMPLE SPAN SLAB DESIGN - NO STUDS ON BEAMS LIGHTWEIGHT CONCRETE (110 pcf), f c = 3,000 psi MAXIMUM SUPERIMPOSED LOADS (psf) h (Wc) 5" (32.17) 5.5" (36.76) 6" (41.34) 6.5" (45.92) 7" (50.51) 7.5" (55.09) 8" (59.67) 8.5" (64.26) 9" (68.84) 9.5" (73.42) Span Based on the following (l ) Load Combinations D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) MAXIMUM UNSHORED CONSTRUCTION CLEAR SPANS (l ) (feet-inch) Single Span (l 1 ) 11-8" 12-9" 13-8" 14-5" 11-2" 12-4" 13-3" 13-11" 10-8" 12-0" 12-11" 13-7" 10-3" 11-9" 12-7" 13-3" 9-11" 11-5" 12-3" 13-0" 9-7" 11-2" 12-0" 12-8" 9-3" 10-10" 11-10" 12-6" 9-0" 10-6" 11-7" 12-3" 8-7" 10-3" 11-5" 12-1" 8-2" 10-0" 11-3" 11-10" Double Span (l 2 ) 11-4" 14-9" 17-1" 17-3" 10-5" 14-2" 16-5" 16-6" 9-8" 13-7" 15-10" 15-11" 9-0" 12-10" 15-3" 15-4" 8-5" 12-0" 14-9" 14-10" 7-11" 11-4" 14-3" 14-4" 7-6" 10-8" 13-10" 13-11" 7-1" 10-1" 13-6" 13-6" 6-9" 9-7" 13-1" 13-2" 6-5" 9-2" 12-9" 12-10" Triple Span (l 3 ) 11-10" 15-0" 16-0" 16-10" 10-11" 14-6" 15-7" 16-4" 10-1" 14-0" 15-2" 15-11" 9-5" 13-5" 14-9" 15-6" 8-10" 12-6" 14-5" 15-2" 8-3" 11-9" 14-2" 14-10" 7-10" 11-2" 13-11" 14-5" 7-5" 10-6" 13-8" 14-0" 7-0" 10-0" 13-5" 13-7" 6-8" 9-6" 13-2" 13-3" Cantilever 5-0" 6-1" 7-6" 7-6" 4-10" 5-10" 7-2" 7-2" 4-8" 5-8" 6-11" 6-11" 4-6" 5-5" 6-8" 6-8" 4-5" 5-3" 6-5" 6-6" 4-3" 5-2" 6-3" 6-3" 4-2" 5-0" 6-1" 6-1" 4-1" 4-10" 5-11" 5-11" 4-0" 4-9" 5-9" 5-10" 3-11" 4-8" 5-8" 5-8" CY/100sf See notes on page 35.

46 ESR-1169 Most Widely Accepted and Trusted Pages 45 of 134 TABLE 33 - COMPOSITE FLOOR-DEK 3 ES INTERLOCKING SIMPLE SPAN SLAB DESIGN - NO STUDS ON BEAMS NORMAL WEIGHT CONCRETE (145 pcf), f c = 3,000 psi MAXIMUM SUPERIMPOSED LOADS (psf) h (Wc) 5" (42.41) 5.5" (48.45) 6" (54.49) 6.5" (60.54) 7" (66.58) 7.5" (72.62) 8" (78.66) 8.5" (84.7) 9" (90.74) 9.5" (96.79) Span Based on the following (l ) Load Combinations D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 6" D+L (Deflection) L (Deflection) D+1.6L (Strength) ' - 0" D+L (Deflection) L (Deflection) MAXIMUM UNSHORED CONSTRUCTION CLEAR SPANS (l ) (feet-inch) Single Span (l 1 ) 10-7" 11-11" 12-10" 13-6" 10-1" 11-7" 12-5" 13-1" 9-7" 11-3" 12-1" 12-9" 9-3" 10-10" 11-9" 12-5" 8-10" 10-5" 11-6" 12-2" 8-3" 10-0" 11-3" 11-11" 7-9" 9-8" 11-0" 11-8" 7-4" 9-5" 10-9" 11-6" 6-11" 9-2" 10-6" 11-3" 6-7" 8-11" 10-3" 11-1" Double Span (l 2 ) 9-6" 13-6" 15-9" 15-9" 8-8" 12-5" 14-11" 15-0" 8-0" 11-5" 14-4" 14-5" 7-5" 10-7" 13-9" 13-10" 6-11" 9-10" 13-4" 13-4" 6-6" 9-3" 12-10" 12-11" 6-1" 8-8" 12-5" 12-6" 5-8" 8-2" 12-1" 12-2" 5-4" 7-9" 11-9" 11-9" 5-0" 7-4" 11-5" 11-6" Triple Span (l 3 ) 9-11" 13-10" 15-0" 15-10" 9-1" 12-11" 14-7" 15-4" 8-4" 11-11" 14-2" 14-10" 7-9" 11-0" 13-10" 14-3" 7-3" 10-3" 13-6" 13-9" 6-9" 9-7" 13-3" 13-3" 6-4" 9-0" 12-10" 12-11" 5-11" 8-6" 12-6" 12-6" 5-6" 8-1" 12-1" 12-2" 5-2" 7-8" 11-10" 11-10" Cantilever 4-8" 5-7" 6-10" 6-10" 4-6" 5-4" 6-6" 6-7" 4-4" 5-2" 6-3" 6-4" 4-2" 5-0" 6-0" 6-1" 4-0" 4-10" 5-10" 5-10" 3-11" 4-8" 5-8" 5-8" 3-10" 4-6" 5-6" 5-6" 3-9" 4-5" 5-4" 5-4" 3-8" 4-4" 5-2" 5-3" 3-7" 4-2" 5-1" 5-1" CY/100sf See notes on page 35.

47 ESR-1169 Most Widely Accepted and Trusted Page 46 of 134 TABLE 34 B-DEK & B-DEK ES ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' Notes: 1.) Tabulated values based on a ''TRIPLE SPAN CONDITION'' and support connections parallel to deck flutes spaced at 12 inches o.c. 2.) Tabulated S values marked with an * indicate shear buckling controls and a safety factor of 2.0 (Ω) was used, S buckling = (I*10 6 /(l 2 v ))/2.0 (ASD) which is applicable to seismic, wind and all other loads. For LRFD, multiply the tabulated S values by 1.6 which is based on a resistance factor ( ) of ) All other tabulated S values include a safety factor (Ω) of 3 for welded support connections and 2.5 for screws and powder actuated fastener support connections, which represent seismic loading (worst case). The following resistance ( ) and safety (Ω) factors shown for connection related limit states are from Table D5 of AISI S100: LOAD TYPE OR COMBINATIONS INCLUDING CONNECTION TYPE Ω (ASD) Ф (LRFD) Welds Earthquake Screws or Powder Actuated Fasteners Welds Wind Screws or Powder Actuated Fasteners Welds All Others Screws or Powder Actuated Fasteners ) See ESR-2776 for support steel requirements/limitations in regards to Hilti fasteners support connections (Hilti X-ENP-19-L15 & Hilti X-HSN24). 5.) For 28, 26, 24, 22, 20 and 18 gage non-cellular decks and 20 and 18 gage liner sections of cellular decks, use S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 screws for sidelaps. For 16 gage non-cellular decks and 16 gage liner sections of cellular decks, use S-SLC02 M HWH, #12 or #10 screws for sidelaps. For 14 gage liner sections of cellular decks, use #12 or #10 screws for sidelaps. 6.) A 36/7/4 attachment pattern indicates a 36/7 attachment pattern at the end supports of the deck panel and a 36/4 attachment pattern at the interior supports of the deck panel.

48 ESR-1169 Most Widely Accepted and Trusted Page 47 of 134 TABLE 35 B-DEK & B-DEK ES ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 617* 6" S * 889* 735* 617* G' G' " S * 12" S * 617* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 749* 6" S * 1078* 891* 749* G' G' " S * 12" S * 749* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 990* 6" S * 1425* 1178* 990* G' G' " S * 12" S * 990* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1247* 6" S * 1795* 1484* 1247* G' G' " S * 12" S * 1247* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

49 ESR-1169 Most Widely Accepted and Trusted Page 48 of 134 TABLE 36 B-DEK & B-DEK ES ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S * 889* 735* 617* G' G' " S " S * 617* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1078* 891* 749* G' G' " S " S * 749* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1425* 1178* 990* G' G' " S " S * 990* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1795* 1484* 1247* G' G' " S " S * 1247* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

50 ESR-1169 Most Widely Accepted and Trusted Page 49 of 134 TABLE 37 B-DEK, B-DEK ES, B80-DEK & B80-DEK ES ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

51 ESR-1169 Most Widely Accepted and Trusted Page 50 of 134 TABLE 38 B-DEK, B-DEK ES, B80-DEK & B80-DEK ES ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) SUPPORT CONNECTION: Hilti X-HSN 24 (0.125 steel substrate thickness ) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws S = Allowable Diaphragm Shear (plf) ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

52 ESR-1169 Most Widely Accepted and Trusted Page 51 of 134 TABLE 39 B80-DEK & B80-DEK ES ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

53 ESR-1169 Most Widely Accepted and Trusted Page 52 of 134 TABLE 40 B80-DEK & B80-DEK ES ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 735* 617* 6" S * 1097* 889* 735* 617* G' G' " S * 617* 12" S * 735* 617* G' G' " S " S * 22 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 891* 749* 6" S * 1330* 1078* 891* 749* G' G' " S * 749* 12" S * 891* 749* G' G' " S " S * 20 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1178* 990* 6" S * 1759* 1425* 1178* 990* G' G' " S * 12" S * 1178* 990* G' G' " S " S * 18 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1484* 1247* 6" S * 1795* 1484* 1247* G' G' " S * 12" S * 1484* 1247* G' G' " S " S * 16 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

54 ESR-1169 Most Widely Accepted and Trusted Page 53 of 134 TABLE 41 B80-DEK & B80-DEK ES ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S * 889* 735* 617* G' G' " S " S * 735* 617* G' G' " S " S * 22 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1078* 891* 749* G' G' " S " S * 891* 749* G' G' " S " S * 20 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1425* 1178* 990* G' G' " S " S * 1178* 990* G' G' " S " S * 18 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1795* 1484* 1247* G' G' " S " S * 1484* 1247* G' G' " S " S * 16 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

55 ESR-1169 Most Widely Accepted and Trusted Page 54 of 134 TABLE 42 B-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

56 ESR-1169 Most Widely Accepted and Trusted Page 55 of 134 TABLE 43 B-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 762* 640* 6" S * 922* 762* 640* G' G' " S * 640* 12" S * 762* 640* G' G' " S " S * 22 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 924* 776* 6" S * 1118* 924* 776* G' G' " S * 776* 12" S * 924* 776* G' G' " S " S * 20 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1221* 1026* 6" S * 1478* 1221* 1026* G' G' " S * 1026* 12" S * 1221* 1026* G' G' " S " S * 18 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1538* 1293* 6" S * 1861* 1538* 1293* G' G' " S * 12" S * 1293* G' G' " S " S * 16 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

57 ESR-1169 Most Widely Accepted and Trusted Page 56 of 134 TABLE 44 B-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S * 922* 762* 640* G' G' " S " S * 762* 640* G' G' " S " S * 22 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1118* 924* 776* G' G' " S " S * 776* G' G' " S " S * 20 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1478* 1221* 1026* G' G' " S " S * 1026* G' G' " S " S * 18 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1861* 1538* 1293* G' G' " S " S * 1293* G' G' " S " S * 16 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

58 ESR-1169 Most Widely Accepted and Trusted Page 57 of 134 TABLE 45 B-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

59 ESR-1169 Most Widely Accepted and Trusted Page 58 of 134 TABLE 46 B-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 640* 6" S * 762* 640* G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 924* 776* 6" S * 1118* 924* 776* G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1221* 1026* 6" S * 1478* 1221* 1026* G' G' " S * 12" S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1538* 1293* 6" S * 1861* 1538* 1293* G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

60 ESR-1169 Most Widely Accepted and Trusted Page 59 of 134 TABLE 47 B-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S * 762* 640* G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1118* 924* 776* G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1478* 1221* 1026* G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1861* 1538* 1293* G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

61 ESR-1169 Most Widely Accepted and Trusted Page 60 of 134 TABLE 48 B-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: #12 Screws S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

62 ESR-1169 Most Widely Accepted and Trusted Page 61 of 134 TABLE 49 B-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: #12 Screws S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

63 ESR-1169 Most Widely Accepted and Trusted Page 62 of 134 TABLE 50 B-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

64 ESR-1169 Most Widely Accepted and Trusted Page 63 of 134 TABLE 51 B-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) SUPPORT CONNECTION: Hilti X-HSN 24 (0.125 steel substrate thickness ) SIDELAP CONNECTION: Inter-Knek Connection S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection S = Allowable Diaphragm Shear (plf) ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S * 12" S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S * 12" S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S G' G' " S * 12" S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

65 ESR-1169 Most Widely Accepted and Trusted Page 64 of 134 TABLE 52 B-DEK ES INTERLOCKING & B80-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

66 ESR-1169 Most Widely Accepted and Trusted Page 65 of 134 TABLE 53 B-DEK ES INTERLOCKING & B80-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) SUPPORT CONNECTION: Hilti X-HSN 24 (0.125 steel substrate thickness ) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws S = Allowable Diaphragm Shear (plf) ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

67 ESR-1169 Most Widely Accepted and Trusted Page 66 of 134 TABLE 54 B80-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

68 ESR-1169 Most Widely Accepted and Trusted Page 67 of 134 TABLE 55 B80-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 922* 762* 640* 6" S * 922* 762* 640* G' G' " S * 640* 12" S * 762* 640* G' G' " S * 18" S * 640* 22 G' G' " 24" S " 24" S * G' G' " S " S G' G' " S " S G' G' " S * 1118* 924* 776* 6" S * 1118* 924* 776* G' G' " S * 776* 12" S * 924* 776* G' G' " S * 18" S * 776* 20 G' G' " 24" S " 24" S * G' G' " S " S G' G' " S " S G' G' " S * 1478* 1221* 1026* 6" S * 1478* 1221* 1026* G' G' " S * 1026* 12" S * 1221* 1026* G' G' " S * 18" S * 1026* 18 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1861* 1538* 1293* 6" S * 1861* 1538* 1293* G' G' " S * 1293* 12" S * 1538* 1293* G' G' " S * 18" S * 1293* 16 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

69 ESR-1169 Most Widely Accepted and Trusted Page 68 of 134 TABLE 56 B80-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S * 922* 762* 640* G' G' " S " S * 762* 640* G' G' " S " S * 640* 22 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1118* 924* 776* G' G' " S " S * 924* 776* G' G' " S " S * 776* 20 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1478* 1221* 1026* G' G' " S " S * 1221* 1026* G' G' " S " S * 18 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1861* 1538* 1293* G' G' " S " S * 1538* 1293* G' G' " S " S * 16 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

70 ESR-1169 Most Widely Accepted and Trusted Page 69 of 134 TABLE 57 N-DEK ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

71 ESR-1169 Most Widely Accepted and Trusted Page 70 of 134 TABLE 58 N-DEK ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

72 ESR-1169 Most Widely Accepted and Trusted Page 71 of 134 TABLE 59 N-DEK ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

73 ESR-1169 Most Widely Accepted and Trusted Page 72 of 134 TABLE 60 N-DEK INTERLOCKING & N-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

74 ESR-1169 Most Widely Accepted and Trusted Page 73 of 134 TABLE 61 N-DEK INTERLOCKING & N-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

75 ESR-1169 Most Widely Accepted and Trusted Page 74 of 134 TABLE 62 N-DEK INTERLOCKING & N-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

76 ESR-1169 Most Widely Accepted and Trusted Page 75 of 134 TABLE 63 N-DEK INTERLOCKING & N-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

77 ESR-1169 Most Widely Accepted and Trusted Page 76 of 134 TABLE 64 N-DEK INTERLOCKING & N-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: #12 Screws S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

78 ESR-1169 Most Widely Accepted and Trusted Page 77 of 134 TABLE 65 N-DEK INTERLOCKING & N-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

79 ESR-1169 Most Widely Accepted and Trusted Page 78 of 134 TABLE 66 N-DEK INTERLOCKING & N-DEK ES INTERLOCKING ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

80 ESR-1169 Most Widely Accepted and Trusted Page 79 of 134 TABLE 67 B-DEK ACOUSTICAL & B-DEK ES ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

81 ESR-1169 Most Widely Accepted and Trusted Page 80 of 134 TABLE 68 B-DEK ACOUSTICAL & B-DEK ES ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 713* 599* 6" S * 862* 713* 599* G' G' " S * 12" S * 599* G' G' " S " S * 22 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 864* 726* 6" S * 1046* 864* 726* G' G' " S * 12" S * 726* G' G' " S " S * 20 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1144* 961* 6" S * 1384* 1144* 961* G' G' " S * 12" S * 961* G' G' " S " S * 18 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1211* 6" S * 1744* 1442* 1211* G' G' " S * 12" S * 1211* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

82 ESR-1169 Most Widely Accepted and Trusted Page 81 of 134 TABLE 69 B-DEK ACOUSTICAL & B-DEK ES ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S * 862* 713* 599* G' G' " S " S * 599* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1046* 864* 726* G' G' " S " S * 726* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1384* 1144* 961* G' G' " S " S * 961* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1744* 1442* 1211* G' G' " S " S * 1211* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

83 ESR-1169 Most Widely Accepted and Trusted Page 82 of 134 TABLE 70 B-DEK ACOUSTICAL, B-DEK ES ACOUSTICAL, B80-DEK ACOUSTICAL & B80-DEK ES ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

84 ESR-1169 Most Widely Accepted and Trusted Page 83 of 134 TABLE 71 B-DEK ACOUSTICAL, B-DEK ES ACOUSTICAL, B80-DEK ACOUSTICAL & B80-DEK ES ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-HSN 24 (0.125 steel substrate thickness ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

85 ESR-1169 Most Widely Accepted and Trusted Page 84 of 134 TABLE 72 B-DEK ACOUSTICAL, B-DEK ES ACOUSTICAL, B80-DEK ACOUSTICAL, & B80-DEK ES ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) SUPPORT CONNECTION: Hilti X-HSN 24 (0.125 steel substrate thickness ) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws S = Allowable Diaphragm Shear (plf) ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

86 ESR-1169 Most Widely Accepted and Trusted Page 85 of 134 TABLE 73 B80-DEK ACOUSTICAL & B80-DEK ES ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

87 ESR-1169 Most Widely Accepted and Trusted Page 86 of 134 TABLE 74 B80-DEK ACOUSTICAL & B80-DEK ES ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 713* 599* 6" S * 1064* 862* 713* 599* G' G' " S * 599* 12" S * 713* 599* G' G' " S " S * 22 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 864* 726* 6" S * 1291* 1046* 864* 726* G' G' " S * 726* 12" S * 864* 726* G' G' " S " S * 20 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1144* 961* 6" S * 1708* 1384* 1144* 961* G' G' " S * 961* 12" S * 1144* 961* G' G' " S " S * 18 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1442* 1211* 6" S * 2153* 1744* 1442* 1211* G' G' " S * 1211* 12" S * 1442* 1211* G' G' " S " S * 16 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

88 ESR-1169 Most Widely Accepted and Trusted Page 87 of 134 TABLE 75 B80-DEK ACOUSTICAL & B80-DEK ES ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S * 1064* 862* 713* 599* G' G' " S " S * 713* 599* G' G' " S " S * 22 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1291* 1046* 864* 726* G' G' " S " S * 864* 726* G' G' " S " S * 20 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1384* 1144* 961* G' G' " S " S * 1144* 961* G' G' " S " S * 18 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1744* 1442* 1211* G' G' " S " S * 1442* 1211* G' G' " S " S * 16 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

89 ESR-1169 Most Widely Accepted and Trusted Page 88 of 134 TABLE 76 B-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

90 ESR-1169 Most Widely Accepted and Trusted Page 89 of 134 TABLE 77 B-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 740* 622* 6" S * 895* 740* 622* G' G' " S * 622* 12" S * 740* 622* G' G' " S " S * 22 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 897* 754* 6" S * 1086* 897* 754* G' G' " S * 754* 12" S * 897* 754* G' G' " S " S * 20 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1187* 997* 6" S * 1436* 1187* 997* G' G' " S * 997* 12" S * 1187* 997* G' G' " S " S * 18 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1496* 1257* 6" S * 1810* 1496* 1257* G' G' " S * 1257* 12" S * 1496* 1257* G' G' " S " S * 16 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

91 ESR-1169 Most Widely Accepted and Trusted Page 90 of 134 TABLE 78 B-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S * 895* 740* 622* G' G' " S " S * 740* 622* G' G' " S " S * 22 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1086* 897* 754* G' G' " S " S * 897* 754* G' G' " S " S * 20 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1436* 1187* 997* G' G' " S " S * 1187* 997* G' G' " S " S * 18 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1810* 1496* 1257* G' G' " S " S * 1257* G' G' " S " S * 16 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

92 ESR-1169 Most Widely Accepted and Trusted Page 91 of 134 TABLE 79 B-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

93 ESR-1169 Most Widely Accepted and Trusted Page 92 of 134 TABLE 80 B-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 622* 6" S * 740* 622* G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 897* 754* 6" S * 1086* 897* 754* G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1187* 997* 6" S * 1436* 1187* 997* G' G' " S * 12" S * 997* G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 1496* 1257* 6" S * 1810* 1496* 1257* G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

94 ESR-1169 Most Widely Accepted and Trusted Page 93 of 134 TABLE 81 B-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S * 740* 622* G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1086* 897* 754* G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1436* 1187* 997* G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1810* 1496* 1257* G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

95 ESR-1169 Most Widely Accepted and Trusted Page 94 of 134 TABLE 82 B-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: #12 Screws S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

96 ESR-1169 Most Widely Accepted and Trusted Page 95 of 134 TABLE 83 B-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: #12 Screws S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

97 ESR-1169 Most Widely Accepted and Trusted Page 96 of 134 TABLE 84 B-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

98 ESR-1169 Most Widely Accepted and Trusted Page 97 of 134 TABLE 85 B-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-HSN 24 (0.125 steel substrate thickness ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * G' G' " S " S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

99 ESR-1169 Most Widely Accepted and Trusted Page 98 of 134 TABLE 86 B-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) SUPPORT CONNECTION: Hilti X-HSN 24 (0.125 steel substrate thickness ) SIDELAP CONNECTION: Inter-Knek Connection S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection S = Allowable Diaphragm Shear (plf) ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S * 12" S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S * 12" S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S * 12" S * G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

100 ESR-1169 Most Widely Accepted and Trusted Page 99 of 134 TABLE 87 B-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP-19-L15 (steel substrate thickness 0.25 ) or Hilti X-HSN 24 (0.125 steel substrate thickness ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

101 ESR-1169 Most Widely Accepted and Trusted Page 100 of 134 TABLE 88 B-DEK ES INTERLOCKING ACOUSTICAL & B80-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

102 ESR-1169 Most Widely Accepted and Trusted Page 101 of 134 TABLE 89 B-DEK ES INTERLOCKING ACOUSTICAL & B80-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-HSN 24 (0.125 steel substrate thickness ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

103 ESR-1169 Most Widely Accepted and Trusted Page 102 of 134 TABLE 90 B-DEK ES INTERLOCKING ACOUSTICAL & B80-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) SUPPORT CONNECTION: Hilti X-HSN 24 (0.125 steel substrate thickness ) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws S = Allowable Diaphragm Shear (plf) ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

104 ESR-1169 Most Widely Accepted and Trusted Page 103 of 134 TABLE 91 B80-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

105 ESR-1169 Most Widely Accepted and Trusted Page 104 of 134 TABLE 92 B80-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36 / 4 ATTACHMENT PATTERN: 36 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 895* 740* 622* 6" S * 1105* 895* 740* 622* G' G' " S * 740* 622* 12" S * 740* 622* G' G' " S * 18" S * 622* 22 G' G' " 24" S " 24" S * G' G' " S " S G' G' " S " S G' G' " S * 1086* 897* 754* 6" S * 1340* 1086* 897* 754* G' G' " S * 754* 12" S * 897* 754* G' G' " S * 18" S * 754* 20 G' G' " 24" S " 24" S * G' G' " S " S G' G' " S " S G' G' " S * 1436* 1187* 997* 6" S * 1773* 1436* 1187* 997* G' G' " S * 997* 12" S * 1187* 997* G' G' " S * 18" S * 997* 18 G' G' " 24" S " 24" S * G' G' " S " S G' G' " S " S G' G' " S * 1810* 1496* 1257* 6" S * 1810* 1496* 1257* G' G' " S * 1257* 12" S * 1496* 1257* G' G' " S * 18" S * 1257* 16 G' G' " 24" S " 24" S * G' G' " S " S G' G' " S " S G' G'

106 ESR-1169 Most Widely Accepted and Trusted Page 105 of 134 TABLE 93 B80-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36/7/4 ATTACHMENT PATTERN: 36/7/4 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S * 895* 740* 622* G' G' " S " S * 740* 622* G' G' " S " S * 622* 22 G' G' " 24" S " 24" S * G' G' " S " S G' G' " S " S G' G' " S " S * 1086* 897* 754* G' G' " S " S * 897* 754* G' G' " S " S * 754* 20 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1436* 1187* 997* G' G' " S " S * 1187* 997* G' G' " S " S * 997* 18 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S * 1810* 1496* 1257* G' G' " S " S * 1496* 1257* G' G' " S " S * 1257* 16 G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

107 ESR-1169 Most Widely Accepted and Trusted Page 106 of 134 TABLE 94 N-DEK ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

108 ESR-1169 Most Widely Accepted and Trusted Page 107 of 134 TABLE 95 N-DEK ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

109 ESR-1169 Most Widely Accepted and Trusted Page 108 of 134 TABLE 96 N-DEK ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

110 ESR-1169 Most Widely Accepted and Trusted Page 109 of 134 TABLE 97 N-DEK ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-HSN 24 (0.125 steel substrate thickness ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

111 ESR-1169 Most Widely Accepted and Trusted Page 110 of 134 TABLE 98 N-DEK INTERLOCKING ACOUSTICAL & N-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

112 ESR-1169 Most Widely Accepted and Trusted Page 111 of 134 TABLE 99 N-DEK INTERLOCKING ACOUSTICAL & N-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S * 6" S * G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

113 ESR-1169 Most Widely Accepted and Trusted Page 112 of 134 TABLE 100 N-DEK INTERLOCKING ACOUSTICAL & N-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Button Punch ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

114 ESR-1169 Most Widely Accepted and Trusted Page 113 of 134 TABLE 101 N-DEK INTERLOCKING ACOUSTICAL & N-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

115 ESR-1169 Most Widely Accepted and Trusted Page 114 of 134 TABLE 102 N-DEK INTERLOCKING ACOUSTICAL & N-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: #12 Screws S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

116 ESR-1169 Most Widely Accepted and Trusted Page 115 of 134 TABLE 103 N-DEK INTERLOCKING ACOUSTICAL & N-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

117 ESR-1169 Most Widely Accepted and Trusted Page 116 of 134 TABLE 104 N-DEK INTERLOCKING ACOUSTICAL & N-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-HSN 24 (0.125 steel substrate thickness ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Inter-Knek Connection ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

118 ESR-1169 Most Widely Accepted and Trusted Page 117 of 134 TABLE 105 N-DEK INTERLOCKING ACOUSTICAL & N-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP-19-L15 (steel substrate thickness 0.25 ) or Hilti X-HSN 24 (0.125 steel substrate thickness ) SIDELAP CONNECTION: Button Punch S = Allowable Diaphragm Shear (plf) ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

119 ESR-1169 Most Widely Accepted and Trusted Page 118 of 134 TABLE 106 N-DEK INTERLOCKING ACOUSTICAL & N-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR 1-6 SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

120 ESR-1169 Most Widely Accepted and Trusted Page 119 of 134 TABLE 107 N-DEK INTERLOCKING ACOUSTICAL & N-DEK ES INTERLOCKING ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-HSN 24 (0.125 steel substrate thickness ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 24 / 4 ATTACHMENT PATTERN: 24 / 6 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 6" S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " S " S G' G' " 24" S " 24" S G' G' " S " S G' G' " S " S G' G'

121 ESR-1169 Most Widely Accepted and Trusted Page 120 of 134 TABLE 108 B-DEK CELLULAR, B-DEK ES CELLULAR, B-DEK CELLULAR ACOUSTICAL & B-DEK ES CELLULAR ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 24.5 / 3 ATTACHMENT PATTERN: 24.5 / 5 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /14 G' /14 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G'

122 ESR-1169 Most Widely Accepted and Trusted Page 121 of 134 TABLE 109 B-DEK CELLULAR, B-DEK ES CELLULAR, B-DEK CELLULAR ACOUSTICAL & B-DEK ES CELLULAR ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 24.5 / 3 ATTACHMENT PATTERN: 24.5 / 5 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 1454* 6" S * 1454* G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S * 1602* 6" S * 1906* 1602* G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S * 6" S * G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S * 6" S * 1948* G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S * 2115* 6" S * 2517* 2115* G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S * 6" S * G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S * 6" S * 2489* G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S * 6" S * G' G' " S " S /14 G' /14 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G'

123 ESR-1169 Most Widely Accepted and Trusted Page 122 of 134 TABLE 110 B-DEK CELLULAR, B-DEK ES CELLULAR, B-DEK CELLULAR ACOUSTICAL & B-DEK ES CELLULAR ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 24.5 / 3 ATTACHMENT PATTERN: 24.5 / 5 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /14 G' /14 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G'

124 ESR-1169 Most Widely Accepted and Trusted Page 123 of 134 TABLE 111 B-DEK ES CELLULAR & B-DEK ES CELLULAR ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 36.5 / 4 ATTACHMENT PATTERN: 36.5 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /14 G' /14 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G'

125 ESR-1169 Most Widely Accepted and Trusted Page 124 of 134 TABLE 112 B-DEK ES CELLULAR & B-DEK ES CELLULAR ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 36.5 / 4 ATTACHMENT PATTERN: 36.5 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S * 6" S * 1560* G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S * 1736* 6" S * 2066* 1736* G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S * G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S * 6" S * 2087* G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S * 6" S * 2285* G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S * G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S * 2663* G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S * G' G' " S " S /14 G' /14 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G'

126 ESR-1169 Most Widely Accepted and Trusted Page 125 of 134 TABLE 113 B-DEK ES CELLULAR & B-DEK ES CELLULAR ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 36.5 / 4 ATTACHMENT PATTERN: 36.5 / 7 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 6" S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /14 G' /14 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G'

127 ESR-1169 Most Widely Accepted and Trusted Page 126 of 134 TABLE 114 N-DEK CELLULAR, N-DEK ES CELLULAR, N-DEK CELLULAR ACOUSTICAL & N-DEK ES CELLULAR ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: #10 Screws ATTACHMENT PATTERN: 24.5 / 4 ATTACHMENT PATTERN: 24.5 / 6 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 6" S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /14 G' /14 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G'

128 ESR-1169 Most Widely Accepted and Trusted Page 127 of 134 TABLE 115 N-DEK CELLULAR, N-DEK ES CELLULAR, N-DEK CELLULAR ACOUSTICAL & N-DEK ES CELLULAR ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: 1-1/2" Long Fillet Welds or 1-1/2" Seam Welds ATTACHMENT PATTERN: 24.5 / 4 ATTACHMENT PATTERN: 24.5 / 6 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 6" S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /14 G' /14 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G'

129 ESR-1169 Most Widely Accepted and Trusted Page 128 of 134 TABLE 116 N-DEK CELLULAR, N-DEK ES CELLULAR, N-DEK CELLULAR ACOUSTICAL & N-DEK ES CELLULAR ACOUSTICAL ALLOWABLE DIAPHRAGM SHEAR SUPPORT CONNECTION: Hilti X-ENP19-L15 (steel substrate thickness 0.25 ) S = Allowable Diaphragm Shear (plf) SIDELAP CONNECTION: Hilti S-SLC01 M HWH, S-SLC02 M HWH, #12 or #10 Screws ATTACHMENT PATTERN: 24.5 / 4 ATTACHMENT PATTERN: 24.5 / 6 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 15' - 0" 6" S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /20 G' /20 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /18 G' /18 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /16 G' /16 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G' " S " S G' G' " S " S /14 G' /14 G' "/ " 24" S "/ " 24" S G' G' " S " S G' G'

130 ESR-1169 Most Widely Accepted and Trusted Pages 129 of 134 TABLE 117 ALLOWABLE DIAPHRAGM SHEAR VALUES (PLF) FOR DECKS WITH CONCRETE FILL AND 3 / 4 " DIAMETER STUD SHEAR CONNECTORS 1-9 CONCRETE TYPE 10 CONCRETE THICKNESS 11 OF STUD SHEAR CONNECTORS 12" 16" 18" 24" 30" 32" 36" Normal Weight (145 pcf) Lightweight (110 pcf) Normal Weight (145 pcf) Lightweight (110 pcf) Normal Weight (145 pcf) Lightweight (110 pcf) MINIMUM CONCRETE REINFORCEMENT OF TIMES THE AREA OF FILL ABOVE THE DECK 2" /2" " /2" " /2" /4" " " /2" " /4" " /4" /4" " MINIMUM CONCRETE REINFORCEMENT OF TIMES THE AREA OF FILL ABOVE THE DECK 2" /2" " /2" " /2" /4" " " /2" " /4" " /4" /4" " MINIMUM CONCRETE REINFORCEMENT OF TIMES THE AREA OF FILL ABOVE THE DECK 2" /2" " /2" " /2" /4" " " /2" " /4" " /4" /4" " Notes: 1.) The allowable diaphragm shear values are based on concrete slab reinforcement with a minimum area as stated in the table below. The bars and fabric required cover limits must comply with ACI 318. The reinforcement must have a minimum yield strength of 60,000 psi and meet the requirements ACI 318 for ASTM standard reinforcing bars or WRI standard welded wire reinforcement. Minimum Reinforcement for Tabulated Shear Values Concrete Thicknes s Reinforcement = times area of fill above deck Area of Steel Required (in. 2 /ft) Suggested Reinforcement 13 Reinforcement = times area of fill above deck Area of Steel Required (in. 2 /ft) Suggested Fabric 13 Reinforcement = times area of fill above deck Area of Steel Required (in. 2 /ft) F 12 Suggested Fabric 13 2" #4@18"O.C. (both ways) x4 - W2.0 x x6 - W1.4 x /2" #4@14"O.C. (both ways) x4 - W2.5 x x6 - W1.4 x 1.4 3" #4@12"O.C. (both ways) x6 - W4.5 x x6 - W1.4 x /4" #5@16"O.C. (both ways) x6 - W5.0 x x6 - W2.0 x /2" #5@16"O.C. (both ways) x4 - W3.5 x x6 - W2.0 x 2.0 4" #5@14"O.C. (both ways) x4 - W4.0 x x6 - W2.0 x /4" #4@10"O.C. (both ways) x6 - W6.5 x x6 - W2.0 x /2" #4@8"O.C. (both ways) x4 - W4.5 x x4 - W1.4 x /4" #5@10"O.C. (both ways) x4 - W5.5 x x6 - W2.9 x 2.9 6" #4@6"O.C. (both ways) x4 - W6.0 x x6 - W2.9 x ) The supporting structural steel member must not be less than 0.30 inch thick unless the welded stud shear connector is welded over the web of the supporting member. Reference AISC Section I ) See Figure 6 for stud shear connector details. The wide flange beams are shown in Figure 6 for illustration purposes only. The allowable diaphragm shear values can be used for the slabs supported by any structural steel supports, including but not limited to W-, M-, S-, HP-, C-, MC-, WT-, MT-, ST-, HSS-shapes, and angles. 4.) Tabulated values are based on a single shear stud connector installed in "weak stud position" per rib, as described in AISC 360. The tabulated values may be used when the deck is either perpendicular or parallel to supports and when more than one stud shear connectors are installed in each decking rib. 5.) The minimum tensile strength of the stud must be 65,000 psi. 6.) The maximum spacing of welded stud shear connector must not exceed 8 times the total slab thickness or 36 inches. Reference AISC Section I8.2d. 7.) Sidelap connections must be spaced at 36" on center maximum with either button punch, screws, welds or Inter-Knek as described in Section 3.6 of this evaluation report. 8.) Multiply the allowable diaphragm shear values by 1.5 to obtain factored (LRFD) diaphragm strengths. 9.) See Section of ACI 318 for possible reductions of the diaphragm shear capacity dependent on the vertical components of the primary lateral-force-resisting system. Tabulated values may be multiplied by /0.75, where is modified in accordance with Section of ACI ) Concrete must have a minimum compressive strength (f c) of 3000 psi. 11.) Concrete thickness is measured above the top flute of the steel deck. 12.) Flexibility factor (F) indicates deflection in micro inches of 1 foot element under a shear of 1 pound per foot. See Table 3 for flexibility limitations. 13.) Laps of reinforcing bars and welded wire fabric must be in accordance with ACI 318.

131 ESR-1169 Most Widely Accepted and Trusted Pages 130 of 134

132 ESR-1169 Most Widely Accepted and Trusted Pages 131 of 134

133 ESR-1169 Most Widely Accepted and Trusted Pages 132 of 134 DECK TYPE PERFORATION DIAMETER (in.) PERFORATION, a B-Dek Acoustical, B80-Dek Acoustical " = " B-Dek ES Acoustical, B80-Dek ES Acoustical, B-Dek ES Interlocking Acoustical, " = " B80-Dek ES Interlocking Acoustical N-Dek Acoustical, N-Dek Interlocking Acoustical " = " N-Dek ES Interlocking Acoustical " = " All Acoustical B-Dek & N-Dek Profiles B-Dek Acoustical, B80-Dek Acoustical, N-Dek Acoustical, N-Dek Interlocking Acoustical B-Dek ES Acoustical, B80-Dek ES Acoustical, B-Dek ES Interlocking Acoustical, B80-Dek ES Interlocking Acoustical, N-Dek ES Interlocking Acoustical All Acoustical B-Dek Profiles All Acoustical N-Dek Profiles FIGURE 4A PERFORATION PATTERNS OF ACOUSTICAL B-DEK & N-DEK

134 ESR-1169 Most Widely Accepted and Trusted Pages 133 of 134 DECK TYPE B-Dek ES Cellular Acoustical B-Dek Cellular Acoustical N-Dek ES Cellular Acoustical N-Dek Cellular Acoustical PERFORATION DIAMETER (in.) PERFORATION, a " = 3.411" " = 3.375" " = 5.306" " = 5.250" B-Dek Cellular Acoustical, and N-Dek Cellular Acoustical B-Dek ESS Cellular Acoustical, and N-Dek ES Cellular Acoustical All N-Dek Cellular Acoustical All 24.5 B-Dek Cellular Acoustical All 36.5 B-Dek Cellular Acoustical FIGURE 4B PERFORATION PATTERNS OF B-DEK & N-DEK CELLULAR ACOUSTICAL

135 ESR-1169 Most Widely Accepted and Trusted Pages 134 of 134 FIGURE 6 STUD SHEAR CONNECTOR DETAILS