DIVISION: METALS SECTION: METAL FASTENINGS SECTION: STEEL DECKING REPORT HOLDER: PNEUTEK, INC.

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1 ICC ES Report ICC ES () 7 () es.org Most Widely Accepted and Trusted ESR 1 Reissued /1 This report is subject to renewal /. DIVISION: METALS SECTION: METAL FASTENINGS SECTION: 1 STEEL ING REPORT HOLDER: PNEUTEK, INC. 17 FRIARS DRIVE HUDSON, NEW HAMPSHIRE 1 EVALUATION SUBJECT: STEEL DIAPHRAGMS ATTACHED WITH PNEUTEK K, K7, K, K7, SDK7 AND SDK17 FRAME Look for the trusted marks of Conformity! 1 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 1 ICC Evaluation Service, LLC. All rights reserved.

2 ICC-ES Evaluation Report ESR-1 Reissued August 1 This report is subject to renewal August. () -7 () - A Subsidiary of the International Code Council DIVISION: METALS Section: Metal Fastenings Section: 1 Steel Decking REPORT HOLDER: PNEUTEK, INC. 17 FRIARS DRIVE HUDSON, NEW HAMPSHIRE 1 () 1- EVALUATION SUBJECT: STEEL DIAPHRAGMS ATTACHED WITH PNEUTEK K, K7, K, K7, SDK7, AND SDK17 FRAME 1. EVALUATION SCOPE Compliance with the following code:, and International Building Code (IBC) 1 Abu Dhabi International Building Code (ADIBC) The ADIBC is based on the IBC. IBC code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural. USES The Pneutek K, K7, K, K7, SDK7 and SDK17 fasteners attach steel deck panels to supporting steel framing (support) members for use as horizontal diaphragms.. DESCRIPTION.1 Pneutek Fasteners: Pneutek fasteners are power-driven fasteners manufactured from carbon steel and heat-treated to a Rockwell C hardness of - and a minimum tensile strength of, psi (1 kpa). The fasteners have a nominal head diameter of 1 / inch and are coated with mechanically deposited zinc per ASTM B- (). See Table for Pneutek fastener properties.. Steel Roof Deck Diaphragms:..1 Steel Deck: Steel decks must be 1-gage [. inch (1. mm)], -gage [.7 (1. mm)], -gage [. (. mm)], or -gage [. (. mm)] B Deck-Standing Seams, B Deck-Nestable Seams, N Deck-Standing Seams, or N Deck-Nestable Seams. The steel decks must be cold-formed from ASTM A or ASTM A1 SS Grade steel. The steel decks must have dimensions in accordance with Figure 1... Structural Steel Supports: Structural steel supports (panel ends, interior supports, and framing members) must be minimum ASTM A grade steel... Structural Steel Support Connections: Connections of steel deck to supporting structural steel must be accomplished by the Pneutek fasteners. See Figure for Pneutek Support Fastener Details... Sidelap Connections of Steel Decks: Connections of steel deck sidelaps must be accomplished by using either button punches or No. 1 self-drilling screws. The No. 1 screws must be minimum / -inch-long (1.1 mm), self-drilling, hex-washer head steel screws conforming to ASTM C11 requirements and recognized in a current ICC-ES evaluation report. See Figure for sidelap fastener details.. Concrete-filled Steel Deck Diaphragms:..1 Concrete-filled Steel Deck: The concrete-filled steel decks must be 1-gage (. inch) [1. mm], -gage (.7) [1. mm], -gage (.) [. mm], or -gage (.) [. mm] B Deck-Standing Seam, B Deck-Nestable Seam, N Deck-Standing Seam, N Deck- Nestable Seam, 1 1 / -inch Deep Deck, -inch Deep Deck, or -inch Deep Deck. The steel decks must be cold-formed from ASTM A Grade steel with a minimum G- galvanized coating designation complying with ASTM A, or ASTM A1 SS Grade steel with a painted or phosphatized finish. The concrete-filled decks must have dimensions as noted in Figure 1... Structural Steel Supports: Structural steel supports (panel ends, interior supports, and framing members) must be minimum ASTM A grade steel... Structural Steel Support Connections: Connections of steel deck to supporting structural steel must be accomplished by the Pneutek fasteners. See Figure for Pneutek Support Fastener Details... Sidelap Connections of Steel Decks: Connections of steel deck sidelaps must be accomplished by using either button punches, No. 1 self-drilling screws, or 1 1 / -inch-long (.1 mm) top seam welds. The No. 1 screws must be minimum / -inch-long (1.1 mm), selfdrilling, hex-washer head steel screws conforming to ASTM C11 requirements and recognized in a current ICC-ES evaluation report. See Figure for sidelap fastener details... Concrete Fill: Concrete fill must be either normalweight or lightweight and have a minimum compressive strength (f c ) of, psi (, kpa). Concrete fill must 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 1 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 1

3 ESR-1 Most Widely Accepted and Trusted Page of be specified in accordance with the applicable code. Lightweight concrete must be 11 pcf (17 kg/m ) and normal-weight concrete must be 1 pcf ( kg/m )... Welded Shear Stud Connectors: Welded shear stud connectors must be / inch in diameter (1.1 mm) and have lengths complying with Figure. Shear studs must conform to the requirements of the Structural Welding Code Steel, AWS D1.1, and have minimum tensile strength of, psi...7 Welded Connections: Welded connections must use E or E7 filler metal and comply with AWS D1... DESIGN AND INSTALLATION.1 Design: Design information can be found in the general notes and table notes. However, the diaphragm design must also take into account the following considerations: 1. Diaphragm classification (flexible or rigid) must comply with Section 1 of the IBC and the diaphragm deflection ( ) must be calculated using the equations noted in the Diaphragm Flexibility Limitations Table (Table 1).. Diaphragm flexibility limitation must comply with Table 1.. Diaphragm deflection limits must comply with Sections.1.1 and.. of ASCE 7.. Horizontal shears must be distributed in accordance with Section.. of ASCE 7.. The allowable diaphragm shears may be adjusted based on the following: DESIGN METHOD ASD LRFD FOR Roof (bare) deck diaphragms subjected to wind loads or load combinations which include wind loads Roof (bare) deck diaphragms subject to all other load combinations Roof (bare) deck diaphragms subjected to earthquake loads or load combinations which include earthquake loads Roof (bare) deck diaphragms subjected to wind loads or load combinations which include wind loads Roof (bare) deck diaphragms subject to all other load combinations Floor (concrete-filled) deck diaphragms subjected to wind, earthquake or other combinations MULTIPLY ALLOWABLE DIAPHRAGM SHEARS IN THE FOLLOWING TABLES BY Installation: The steel roof deck and concrete-filled deck diaphragms must be installed using the materials described in Sections. and., respectively, and in accordance with the tables and table notes of this report. Pneutek fasteners must be placed not less than. inch (.7 mm) from the panel ends and not less than / 1 inch (7. mm) from panel edges parallel to corrugations at sidelaps, and must be spaced in accordance with the appropriate table. The distance between the last sidelap connection of a span to the perpendicular support member and from the perpendicular support member to the first sidelap connection of the next span must not be greater than onehalf of the specified spacing. The sidelap connection spacing must not exceed inches (1 mm) on center.. CONDITIONS OF USE Steel deck panels attached to framing with Pneutek K, K7, K, K7, SDK7, and SDK17 fasteners described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1. of this report, subject to the following conditions:.1 The fasteners are manufactured, identified and installed in accordance with this report, the manufacturer s instructions and the approved construction documents. If there is a conflict, this report governs.. Allowable vertical loads must be limited by the steel deck panel section properties and allowable stresses for the specific steel deck panel and the uplift connection values. Composite design values are beyond the scope of this report.. Calculations demonstrating that the applied loads do not exceed the capacities in this report must be submitted to the code official for approval. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed.. A one-third stress increase must not be permitted for Allowable Stress Design (ASD), nor can a.7 reduction of resulting forces be permitted for Load Resistance Factor Design (LRFD) for load combinations containing wind or seismic forces, for shear values in diaphragm tables.. Steel deck diaphragms may be zoned by varying steel deck panel gage and/or connections across a diaphragm to meet varying shear and flexibility demands.. Pneutek fasteners may be used for attachment of steel deck roof and floor systems temporarily exposed to the exterior during construction prior to application of a built-up roof covering system or concrete fill. The fasteners on permanently exposed steel deck roof coverings must be covered with a corrosion-resistant paint or sealant. For permanently exposed steel deck roof covering installations, the roof covering system s compliance with IBC Chapter 1 must be justified to the satisfaction of the code official.. EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Steel Deck Roof and Floor Systems (AC), dated October 1 (Editorially revised September 1). 7. IDENTIFICATION All Pneutek K, K7, K, K7, SDK7 and SDK17 fasteners are identified by an stamped on the fastener head. Fasteners are packaged in containers noting the fastener type, the Pneutek, Inc., name and address, and the evaluation report number (ESR-1).

4 ESR-1 Most Widely Accepted and Trusted Page of TABLE NOTES The notes below apply to all of the accompanying tables unless noted otherwise: 1. The steel deck panel length is assumed to equal the span length times the number of spans.. Interpolation of allowable diaphragm shear values, Q, between adjacent spans is permissible. For interpolated lengths, use diaphragm flexibility factor, F, for the closest span length.. For spacing of attachments to collector elements parallel to flutes: Pneutek fasteners may be used to attach the diaphragm to parallel members such as diaphragm chords, struts, ties or other collector elements, with spacing based on the allowable shear values shown in Table.. For bare deck diaphragms, the diaphragm capacity must consider Table.. For attachments at interior lines of shear transfer perpendicular to deck flutes: The shear transfer from a diaphragm to interior collector elements perpendicular to deck corrugations must not exceed the shear values indicated in the tables. Two lines of Pneutek fasteners are permitted to develop the actual shear transfer to these collector elements.. Where individual deck panels are cut, the partial panel must be fastened to fully transfer the shears at the point of the diaphragm to the adjacent full panels for the values specified in the tables. 7. Q = Allowable diaphragm shear in pounds per linear foot. Q LRFD = LRFD diaphragm shear strength in pounds per linear foot. F = Flexibility Factor deflection in microinches of 1 foot element under a shear of 1 pound per foot.. For SI dimensions: 1 inch =. mm, 1 inch =.1 mm, 1 inch = 1. x 1 mm, 1 inch = 1. x 1 mm, 1 plf = 1. N/m, 1 psf =. kg/m, 1 pcf = 1. kg/m, 1 inch-kip =.11 kn-m, 1 kip =. kn, 1 ksi =. MPa, 1 foot =. mm.

5 ESR-1 Most Widely Accepted and Trusted Page of TABLE OF CONTENTS TABLE 1 DIAPHRAGM FLEXIBILITY LIMITATIONS TABLE PNEUTEK FASTENER PROPERTIES TABLE ALLOWABLE SHEAR AND TENSION LOADS FOR THE PNEUTEK INSTALLED IN B AND N ALLOWABLE SHEAR (Q) AND FLEXIBILITY (F) VALUES FOR STEEL ROOF DIAPHRAGMS TABLE PNEUTEK SUPPORT AND PATTERN SIDELAP B - STANDING SEAM (1,,, gage) A K, K7, K, K7, OR SDK7 /, /7, /, /11 BUTTON PUNCHES " & " O.C. B K, K7, K, K7, OR SDK7 /, /7, /, /11 #1 SELF-DRILLING SCREWS " & " O.C. C SDK17 /, /7, /, /11 BUTTON PUNCHES " & " O.C. D SDK17 /, /7, /, /11 #1 SELF-DRILLING SCREWS " & " O.C. B - NESTABLE SEAM (1,,, gage) A K, K7, K, K7, OR SDK7 /, /, /7, /, /11 #1 SELF-DRILLING SCREWS # BETWEEN SUPPORTS,,,,, 1, B SDK17 /, /, /7, /, /11 #1 SELF- DRILLING SCREWS # BETWEEN SUPPORTS,,,,, 1, N - STANDING SEAM (1,,, gage) A K, K7, K, K7, OR SDK7 /, /, / BUTTON PUNCHES " & " O.C. B K, K7, K, K7, OR SDK7 /, /, / #1 SELF-DRILLING SCREWS " & " O.C. C SDK17 /, /, / BUTTON PUNCHES " & " O.C. D SDK17 /, /, / #1 SELF- DRILLING SCREWS " & " O.C. N - NESTABLE SEAM (1,,, gage) 7A K, K7, K, K7, OR SDK7 /, /, / #1 SELF- DRILLING SCREWS # BETWEEN SUPPORTS, 1,,,,,,, 1 7B SDK17 /, /, / #1 SELF- DRILLING SCREWS #BETWEEN SUPPORTS, 1,,,,,,, 1. ALLOWABLE SHEAR (Q) BASED ON BUCKLING LIMITS TABLE A B TYPE B (STANDING AND NESTABLE SEAMS - 1,,, gage) N (STANDING AND NESTABLE SEAMS - 1,,, gage) (continued)

6 ESR-1 Most Widely Accepted and Trusted Page of TABLE OF CONTENTS (continued) ALLOWABLE SHEAR (Q) AND FLEXIBILITY (F) VALUES FOR CONCRETE FILL AND SHEAR STUD CONNECTOR IN CONCRETE FILLED FLOOR DIAPHRAGMS TABLE CONCRETE TYPE NORMAL WEIGHT AND LIGHTWEIGHT ALLOWABLE SHEAR (Q) AND FLEXIBILITY (F) VALUES FOR CONCRETE FILLED FLOOR DIAPHRAGMS TABLE CONCRETE FILL PNEUTEK SUPPORT AND PATTERN SIDELAP B - STANDING SEAM OR NESTABLE SEAM 1A Normal Weight K, K7, K, K7, OR SDK7 / BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. 1B Normal Weight SDK17 / BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. 1C Lightweight K, K7, K, K7, OR SDK7 / BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. 1D Lightweight SDK17 / BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. 11A Normal Weight K, K7, K, K7, OR SDK7 /7 BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. 11B Normal Weight SDK17 /7 BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. 11C Lightweight K, K7, K, K7, OR SDK7 /7 BUTTON PUNCHES, #1 by / SELF- DRILLING SCREWS, OR O.C. 11D Lightweight SDK17 /7 BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. & DEEP A Normal Weight K, K7, K, K7, OR SDK7 /, / BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. B Normal Weight SDK17 /, / BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. C Lightweight K, K7, K, K7, OR SDK7 /, / BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. D Lightweight SDK17 /, / BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. N - STANDING SEAM OR NESTABLE SEAM 1A Normal Weight K, K7, K, K7, OR SDK7 / BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. 1B Normal Weight SDK17 / BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. 1C Lightweight K, K7, K, K7, OR SDK7 / BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C. 1D Lightweight SDK17 / BUTTON PUNCHES, #1 by / " SELF- DRILLING SCREWS, OR O.C.

7 ESR-1 Most Widely Accepted and Trusted Page of F Maximum Diaphragm Span for Masonry or Concrete Walls (feet) TABLE 1 DIAPHRAGM FLEXIBILITY LIMITATIONS Rotation Not Considered in Diaphragm Masonry or Concrete Walls Diaphragm Span-Depth Limitations Flexible Walls Rotation considered in Diaphragm Masonry or Concrete Walls Flexible Walls > 1 not used not used :1 not used 1 1 / :1 7-1 :1 or as required for deflection :1 not used : / :1 or as required for deflection :1 as required for deflection 1 / :1 1-1 no limitation :1 or as required for deflection :1 as required for deflection :1 < 1 no limitation as required for deflection no limitation as required for deflection 1 / :1 1 Diaphragms are to be investigated regarding their flexibility and recommended span-depth limitations. Diaphragms supporting masonry or concrete walls are to have their deflection limited to the following amount: H f.1 E t where: H = Unsupported height of wall (feet). t = Thickness of wall (inch). E = Modulus of elasticity of wall material for deflection determination (psi). fc = Allowable compression strength of wall material in flexure (psi) For concrete, fc =. f'c For masonry, fc = Fb =. f'm The total deflection of the diaphragm may be computed from the following equation: where: flexural = Flexural deflection of the diaphragm determined in the same manner as the deflection of beams (inch). web = The web deflection may be determined by the equation (inch): q L F 1 where: L = Distance between vertical resisting element (such as shear wall) and the point to which the deflection is to be determined (feet). qave = Average shear in diaphragm (pounds per foot over length L) F = Flexibility Factor: The average micro inches ( m) a diaphragm web will deflect in a span of 1 foot under a shear of 1 pound per foot. When applying these limitation to cantilevered diaphragms, the allowable span-depth ratio will be half that shown. Diaphragm classification (flexible or rigid) and deflection limits must comply with the Diaphragm Design Consideration listed in this evaluation report.

8 ESR-1 Most Widely Accepted and Trusted Page 7 of TABLE PNEUTEK FASTENER PROPERTIES PNEUTEK FASTENER NO. NOMINAL HEAD DIAMETER NOMINAL SHANK DIAMETER NOMINAL SHANK LENGTH inch mm inch mm inch mm K /. K SHANK STYLE SDK stepped SDK down K K straight SHANK SURFACE diamond knurled helical knurled TABLE ALLOWABLE SHEAR AND TENSION LOADS FOR PNEUTEK INSTALLED IN B AND N 1 SPECIFIED YIELD STRENGTH OF B AND N S (ksi) ASTM A STEEL SPECIFIED SUBSTRATE THICKNESS RANGE (inches).1 and up.7 to. PNEUTEK FASTENER PART NUMBER K K7 K K7 ALLOWABLE SHEAR STREGNTH, (lbs) Deck Gauge & Thickness ALLOWABLE TENSION (UPLIFT) STRENGTH, (lbs) Deck Gauge & Thickness to. SDK to.1 SDK NOTES: 1. Pneutek fastener penetration must be through supporting steel or a minimum of.7 inch.. Allowable shear strengths are based on fasteners installed parallel to deck flutes.. Allowable tension strengths are based on the lesser of the allowable pullover or pullout strengths for deck gage, fastener and substrate thickness combination.. Allowable shear strength = Nominal shear strength/ω, where Ω =... Allowable tension strength = Nominal tension loads / Ω, where Ω =. for pullover and Ω =. for pullout.

9 ESR-1 Most Widely Accepted and Trusted Page of TABLE A & F (1x1 - inches), B (STANDING SEAM), F y = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 TO. inch substrate); or SDK7 (.1 TO. inch substrate) SIDELAP Button Punches GAGE 1 NUMBER OF SUPPORT SPACING OF SIDELAP (inches) F (1 - in) '-" '-" '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" Q 7 F Q F Q F Q 7 7 F Q 7 F Q F Q F Q F Q F Q 7 F Q F Q F Q 1 7 F Q 1 F Q F Q 7 F Q F Q F Q F Q 1 7 F Q F Q F Q F Q 71 7 F Q F Q F Q F Q F Q F Q F Q F Q 7 F

10 ESR-1 Most Widely Accepted and Trusted Page of TABLE B & F (1x1 - inches), B (STANDING SEAM), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 TO. inch substrate); or SDK7 (.1 TO. inch substrate) SIDELAP - #1 by / " Self-Drilling Screws GAGE 1 NUMBER OF SUPPORT SPACING OF SIDELAP (inches) F (1 - in) '-" '-" '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" Q F Q F Q F Q F Q F Q 1 7 F Q 1 F Q F Q F Q F Q F Q F Q F Q F Q F Q 1 1 F Q F Q F Q F Q F Q F Q 1 7 F Q F Q 7 F Q F Q F Q F Q F Q F Q F Q F Q F

11 ESR-1 Most Widely Accepted and Trusted Page 1 of TABLE C & F (1x1 - inches), B (STANDING SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate) SIDELAP Button Punches SPACING NUMBER OF OF SIDELAP SUPPORT GAGE F (1 - '-" '-" '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" (inches) in) Q F Q 1 1 F Q 1 7 F Q F Q 7 F Q F Q F Q F Q F Q 7 F Q F Q 7 7 F Q 7 1 F Q F Q 7 1 F Q F Q F Q F Q F Q 7 7 F Q F Q 7 1 F Q 7 F Q F Q F Q F Q F Q F Q F Q F Q F Q 1 7 F

12 ESR-1 Most Widely Accepted and Trusted Page 11 of TABLE D & F (1x1 - inches), B (STANDING SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate) SIDELAP - #1 by / Self-Drilling Screws SPACING NUMBER OF OF SIDELAP SUPPORT GAGE F (1 - '-" '-" '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" (inches) in) Q F Q F Q F Q F Q 1 F Q F Q 7 F Q 1 F Q F Q F Q F Q F Q 7 1 F Q F Q 1 1 F Q 7 7 F Q F Q F Q F Q 1 7 F Q F Q 71 1 F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F

13 ESR-1 Most Widely Accepted and Trusted Page of TABLE A & F (1x1 - inches), B (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch substrate); or SDK7 (.1 TO. inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). GAGE NUMBER OF SUPPORT 11 7 NO. OF SIDELAP PER SPAN F (1 - in) '-" '-" '-" '-" 7'-" '-" '-" 1'- 11'- '- " " " Q F Q 7 1 F Q 7 1 F Q 1 7 F Q F Q F Q F Q F Q 7 1 F Q 7 F Q F Q 7 1 F Q F Q F Q F Q F Q F Q 71 7 F Q 7 1 F Q 7 F Q 7 F Q F Q F Q 7 17 F Q 7 1 F Q 7 F Q F Q F Q F Q F Q F Q F Q 1 7 F Q F Q 7 F

14 ESR-1 Most Widely Accepted and Trusted Page 1 of TABLE A & F (1x1 - inches), B (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch substrate); or SDK7 (.1 to. inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). GAGE NUMBER OF SUPPORT 11 7 NO. OF SIDELAP PER SPAN F (1 - in) '-" '-" '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" Q 7 1 F Q F Q F Q 11 7 F Q F Q F Q F Q F Q 7 7 F Q F Q F Q F Q F Q F Q F Q F Q F Q 71 1 F Q 1 1 F Q F Q F Q F Q F Q 7 F Q F Q 7 7 F Q F Q F Q F Q F Q F Q 7 F Q F Q 1 1 F Q 7 F

15 ESR-1 Most Widely Accepted and Trusted Page 1 of TABLE A & F (1x1 - inches), B (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch substrate); or SDK7 (.1 TO. inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). GAGE NUMBER OF SUPPORT 11 7 NO. OF SIDELAP PER SPAN F (1 - in) '-" '-" '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" Q F Q F Q F Q F Q F Q F Q F Q F Q 1 7 F Q F Q F Q F Q F Q F Q F Q 7 1 F Q 1 F Q F Q F Q F Q F Q F Q F Q 7 7 F Q F Q F Q F Q F Q F Q F Q 1 F Q 7 7 F Q F Q F Q 7 7 F

16 ESR-1 Most Widely Accepted and Trusted Page 1 of TABLE A & F (1x1 - inches), B (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch substrate); or SDK7 (.1 to. inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). GAGE 1 NUMBER OF SUPPORT 11 7 NO. OF SIDELAP PER SPAN F (1 - in) '-" '-" '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" Q F Q F Q F Q F Q F Q F Q F Q 11 7 F Q F Q F Q F Q F Q F Q F Q 7 F Q F Q F Q F Q F Q F Q F Q 7 17 F Q F Q F Q F Q F Q F Q F Q F Q F Q 7 F Q 7 1 F Q F Q F Q F

17 ESR-1 Most Widely Accepted and Trusted Page 1 of TABLE B & F (1x1 - inches), B (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). NO. OF NUMBER OF SIDELAP SUPPORT GAGE F (1 - '-" '-" '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" PER SPAN in) Q F Q F Q 7 F Q 7 F Q F Q 7 1 F Q 71 1 F Q F Q F Q F Q F Q F Q 7 1 F Q 7 F Q F Q F Q F Q 7 1 F Q 1 F Q F Q 7 F Q F Q F Q F Q F Q F Q 7 7 F Q 7 7 F Q F Q F Q F Q F Q 1 1 F Q 7 1 F Q 7 F

18 ESR-1 Most Widely Accepted and Trusted Page 17 of TABLE B & F (1x1 - inches), B (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). NO. OF NUMBER OF SIDELAP SUPPORT GAGE F (1 - '-" '-" '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" PER SPAN in) Q F Q F Q 7 F Q 1 7 F Q F Q F Q F Q F Q 17 F Q 7 7 F Q F Q F Q F Q F Q F Q F Q F Q F Q 71 7 F Q F Q F Q F Q F Q 7 17 F Q F Q 1 7 F Q 1 1 F Q F Q F Q F Q F Q F Q 7 F Q F Q 7 F

19 ESR-1 Most Widely Accepted and Trusted Page of TABLE B & F (1x1 - inches), B (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). NO. OF NUMBER OF SIDELAP SUPPORT GAGE F (1 - '-" '-" '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" PER SPAN in) Q 7 7 F Q F Q 1 7 F Q F Q F Q F Q F Q F Q 7 F Q 77 1 F Q F Q F Q F Q F Q F Q 7 1 F Q 7 1 F Q 7 F Q F Q 1 71 F Q F Q F Q F Q 1 F Q 7 F Q 71 F Q F Q F Q F Q F Q 1 1 F Q F Q 7 F Q 7 1 F Q 1 F

20 ESR-1 Most Widely Accepted and Trusted Page 1 of TABLE B & F (1x1 - inches), B (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). NO. OF NUMBER OF SIDELAP SUPPORT GAGE F (1 - '-" '-" '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" PER SPAN in) Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q 7 1 F Q 7 F Q F Q F Q F Q F Q F Q 1 F Q F Q 7 1 F Q 7 7 F Q 7 F Q F Q F Q 17 F Q 7 F Q F Q 7 7 F Q F Q F

21 ESR-1 Most Widely Accepted and Trusted Page of TABLE A & F (1x1 - inches), N (STANDING SEAM), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch substrate); or SDK7 (.1 to. inch substrate) SIDELAP Button Punches GAGE 1 NUMBER OF SUPPORT SPACING OF SIDELAP (inches) F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q F Q F Q 1 7 F Q F Q 7 1 F Q F Q 1 7 F Q 1 7 F Q 7 7 F Q F Q 1 1 F Q F Q F Q F Q F Q F Q F Q 1 F Q F Q F Q F Q F Q F Q F

22 ESR-1 Most Widely Accepted and Trusted Page 1 of TABLE B & F (1x1 - inches), N (STANDING SEAM), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch substrate); or SDK7 (.1 to. inch substrate) SIDELAP - #1 by / Self-Drilling Screws GAGE 1 NUMBER OF SUPPORT SPACING OF SIDELAP (inches) F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q F Q 1 7 F Q F Q 7 7 F Q F Q F Q F Q F Q F Q F Q 1 F Q F Q F / Q F Q F Q F Q 7 1 F Q F Q F Q F Q F Q F Q F Q F

23 ESR-1 Most Widely Accepted and Trusted Page of TABLE C & F (1x1 - inches), N (STANDING SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate) SIDELAP - Button Punches SPACING NUMBER OF OF SIDELAP SUPPORT GAGE '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" F (1 (inches) in) Q 7 F Q F Q 1 F Q F Q F Q F Q 7 1 F Q F Q F Q F Q 1 7 F Q F Q 7 F Q 1 F Q 7 F Q F Q F Q F Q 1 7 F Q F Q F Q 1 7 F Q F Q F

24 ESR-1 Most Widely Accepted and Trusted Page of TABLE D & F (1x1 - inches), N (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate) SIDELAP - #1 by / " Self-Drilling Screws SPACING NUMBER OF OF SIDELAP SUPPORT GAGE '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" F (1 (inches) in) Q F Q F Q 7 1 F Q 1 1 F Q 7 7 F Q F Q F Q 1 F Q 7 7 F Q 1 7 F Q 7 F Q 7 F Q F Q F Q 1 F Q 1 F Q F Q 7 7 F Q F Q F Q F Q F Q 1 1 F Q F

25 ESR-1 Most Widely Accepted and Trusted Page of TABLE 7A & F (1x1 - inches), N (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch substrate); or SDK7 (.1 to. inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). GAGE NUMBER OF SUPPORT NO. OF SIDELAP PER SPAN F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q F Q F Q F Q F Q F Q F Q F Q 7 1 F Q 7 F Q F Q F Q F Q F Q F Q 1 F Q F Q 7 7 F Q F Q F Q F Q F Q F Q F Q F Q 7 1 F Q 7 F Q 7 F

26 ESR-1 Most Widely Accepted and Trusted Page of TABLE 7A & F (1x1 - inches), N (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch substrate); or SDK7 (.1 to. inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). GAGE NUMBER OF SUPPORT NO. OF SIDELAP PER SPAN F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q F Q F Q F Q F Q 7 1 F Q 1 F Q F Q F Q F Q F Q F Q F Q F Q 1 F Q 7 F Q 1 7 F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q 7 1 F

27 ESR-1 Most Widely Accepted and Trusted Page of TABLE 7A & F (1x1 - inches), N (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch substrate); or SDK7 (.1 to. inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). GAGE NUMBER OF SUPPORT NO. OF SIDELAP PER SPAN F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q F Q F Q F Q 1 F Q F Q 7 F Q F Q F Q F Q F Q 1 1 F Q 1 1 F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q 7 1 F Q 1 F Q F Q 7 7 F Q 7 7 F

28 ESR-1 Most Widely Accepted and Trusted Page 7 of TABLE 7A & F (1x1 - inches), N (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch substrate); or SDK7 (.1 to. inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). GAGE 1 NUMBER OF SUPPORT NO. OF SIDELAP PER SPAN F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q F Q 7 F Q F Q F Q 7 1 F Q F Q 1 7 F Q F Q F Q 7 1 F Q F Q 7 F Q F Q F Q 7 7 F Q F Q F Q F Q F Q F Q F Q 1 1 F Q 1 7 F Q F Q F Q F Q F

29 ESR-1 Most Widely Accepted and Trusted Page of TABLE 7B & F (1x1 - inches), N (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). NO. OF NUMBER OF SIDELAP SUPPORT GAGE '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" F (1 PER SPAN in) Q F Q F Q F Q F Q F Q F Q 1 7 F Q 7 1 F Q F Q F Q F Q F Q F Q F Q F Q 1 F Q F Q 7 F Q 7 F Q F Q F Q F Q F Q F Q 1 17 F Q 1 1 F Q F

30 ESR-1 Most Widely Accepted and Trusted Page of TABLE 7B & F (1x1 - inches), N (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). NO. OF NUMBER OF SIDELAP SUPPORT GAGE '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" F (1 PER SPAN in) Q F Q F Q F Q F Q F Q 7 1 F Q 1 F Q F Q 7 7 F Q F Q F Q F Q F Q F Q 7 1 F Q 7 F Q F Q 1 F Q 1 7 F Q F Q F Q F Q F Q F Q 1 1 F Q 7 F Q 1 1 F

31 ESR-1 Most Widely Accepted and Trusted Page of TABLE 7B & F (1x1 - inches), N (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). NO. OF NUMBER OF SIDELAP SUPPORT GAGE '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" F (1 PER SPAN in) Q F Q F Q F Q F Q F Q 7 1 F Q F Q 7 F Q F Q F Q F Q F Q F Q 1 1 F Q F Q 7 7 F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q 1 F Q F

32 ESR-1 Most Widely Accepted and Trusted Page 1 of TABLE 7B & F (1x1 - inches), N (NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate) SIDELAP - #1 by / " Self-Drilling Screws (THE SPACING OF SIDELAP MUST NOT EXCEED " O.C., INCREASE THE NUMBER OF INSTALLED PER SPAN AS REQUIRED). NO. OF NUMBER OF SIDELAP SUPPORT GAGE '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" F (1 PER SPAN in) Q F Q F Q F Q 7 F Q F Q 7 1 F Q F Q F Q F Q F Q F Q 1 F Q 1 1 F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q 1 F Q 1 F Q F Q F Q F

33 ESR-1 Most Widely Accepted and Trusted Page of TABLE A BUCKLING LIMIT FOR ALLOWABLE DIAPHRAGM SHEAR STEEL TYPE B (STANDING SEAM) B (NESTABLE SEAM) B (STANDING SEAM) B (NESTABLE SEAM) GAGE SPAN (ft) '-" '-" '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" Q LRFD (plf) TABLE B BUCKLING LIMIT FOR ALLOWABLE DIAPHRAGM SHEAR STEEL TYPE N (STANDING SEAM) N (NESTABLE SEAM) N (STANDING SEAM) N (NESTABLE SEAM) GAGE SPAN (ft) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q LRFD (plf)

34 ESR-1 Most Widely Accepted and Trusted Page of TABLE AND F (1x1 - inches), 1 1 /, OR -INCH DEEP WITH / " WELDED SHEAR STUD CONNECTORS 1-1 CONCRETE TYPE 1 THICKNESS ABOVE (inches) 1 / 1 / 1 / 1 / 1 / 1 / 1 / SPACING OF STUD SHEAR CONNECTORS (inches o.c.) 1 71 () 1 () () () (7) (1) 7 (17) () () () (1) () 7 () 11 (1) 1 () 7 () 7 () 7 () 7 (7) 7 () 11 (1) (1) 1 (17) 1 () 1 () 1 () 1 () () () (1) (7) () (1) (17) () () () () (1) () () (1) (7) () (1) (17) () () () () 1 (1) 1 () 1 () 1 (1) 1 (7) 1 (1) 7 (1) 7 (1) 7 (17) 7 () 7 () 7 (7) 7 (7) (1) (1) () () (1) (7) () Notes: 1. Thickness above deck is measured from the top of steel deck to the top of concrete.. Reinforcing must have minimum yield strength of, psi and meet the requirements of ACI for ASTM standard reinforcing bars or WRI standard welded wire reinforcement.. Reinforcement in each direction must have an area of. times the gross area of the concrete above the top of steel deck to use the tabulated values. x-wxw wire mesh meets this requirement for " and." thick slabs. x-wxw wire mesh meets this requirement for ",." and." thick slabs, x-w.xw. wire mesh meets this requirement for." and." thick slabs, x-wxw wire mesh meets this requirement for " thick slab.. For the values in (parenthesis) - reinforcement in each direction must have an area of.7 times the area of concrete fill above the top of steel deck to use the tabulated values in parenthesis. x-w1.xw1. wire mesh meets this requirement for ",.", and " thick slabs. x-w.1xw.1 wire mesh meets this requirement for.",.",." and." thick slabs. x-w.xw. meets this requirement for " thick slabs.. See Figure 1 for qualified floor deck types.. Welded shear stud diameter must be less than or equal to. times the steel support thickness unless connector is located directly over the support web. 7. The maximum center-to-center spacing of stud shear connectors must not exceed eight times the total slab thickness h (see Figure ) nor inches.. For local shear transfer within the field of the diaphragm to members parallel to deck flute; / " diameter welded shear studs must have an allowable shear value of 11. kips per stud for normal weight concrete fills and 1. kips per stud for lightweight concrete fills;. Tabulated values must be multiplied by ɸ/.7 per Section..(b) of ACI -, where ɸ For LRFD diaphragm shear strength, multiply tabulated values by 1.. F

35 ESR-1 Most Widely Accepted and Trusted Page of TABLE 1A & F (1x1 - inches), B (STANDING OR NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch SUBSTRATE); or SDK7 (.1 to. inch substrate), / pattern SIDELAP Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL Normal Weight (1 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF (inches) 1 / 1 / 1 / 1 / GAGE F (1 - in) '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q 1 1 F Q 7 1 F Q F Q 1 1 F Q F Q F Q 7 F Q F Q 7 F Q 1 7 F Q 1 1 F Q F

36 ESR-1 Most Widely Accepted and Trusted Page of TABLE 1B & F (1x1 - inches), B (STANDING OR NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 TO.1 inch SUBSTRATE), / PATTERN SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL Normal Weight (1 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF GAGE (inches) F (1 - in) '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" Q F Q F Q F Q F Q F / Q F Q F Q F Q F Q F Q F Q F Q F / Q 1 1 F Q 1 7 F Q F Q F / Q F Q 1 F Q F Q 7 F / Q F Q 1 7 F Q 7 F

37 ESR-1 Most Widely Accepted and Trusted Page of TABLE 1C & F (1x1 - inches), B (STANDING OR NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK K OR K7 (.1 inch AND UP SUBSTRATE); K OR K7 (.7 TO. inch SUBSTRATE); OR SDK7 (.1 TO. inch SUBSTRATE), / PATTERN SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL - Lightweight (11 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF (inches) 1 / 1 / 1 / GAGE F (1 - in) '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" Q F Q 1 1 F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F

38 ESR-1 Most Widely Accepted and Trusted Page 7 of TABLE 1D & F (1x1 - inches), B (STANDING OR NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 TO.1 inch SUBSTRATE), / PATTERN SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL - Lightweight (11 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF GAGE (inches) F (1 - in) '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" Q 7 F Q F Q 1 1 F Q F Q F / Q F Q F Q F Q F / Q F Q F Q F Q F / Q F Q 1 1 F Q F

39 ESR-1 Most Widely Accepted and Trusted Page of TABLE 11A & F (1x1 - inches), B (STANDING OR NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK K OR K7 (.1 inch AND UP SUBSTRATE); K OR K7 (.7 TO. inch SUBSTRATE); OR SDK7 (.1 TO. inch SUBSTRATE), /7 PATTERN SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL Normal Weight (1 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF (inches) 1 / 1 / 1 / 1 / GAGE F (1 - in) '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q 7 F Q 7 7 F Q F Q F Q 1 7 F Q F Q 7 7 F Q F Q 1 7 F Q F

40 ESR-1 Most Widely Accepted and Trusted Page of TABLE 11B & F (1x1 - inches), B (STANDING OR NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 TO.1 inch SUBSTRATE), /7 PATTERN SIDELAP Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL Normal Weight (1 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF GAGE (inches) F (1 - in) '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" Q F Q F Q F Q F Q F / Q F Q F Q F Q F Q F Q F Q F Q F / Q 1 1 F Q F Q 1 F Q F / Q 1 F Q F Q 1 F Q 1 F / Q F Q 7 1 F Q 1 7 F

41 ESR-1 Most Widely Accepted and Trusted Page of TABLE 11C & F (1x1 - inches), B (STANDING OR NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK K OR K7 (.1 inch AND UP SUBSTRATE); K OR K7 (.7 TO. inch SUBSTRATE); OR SDK7 (.1 TO. inch SUBSTRATE), /7 PATTERN SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL - Lightweight (11 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF (inches) 1 / 1 / 1 / GAGE F (1 - in) '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" Q F Q F Q F Q F Q F Q F Q F Q F ` Q F Q F Q F Q F Q F Q F Q F Q F

42 ESR-1 Most Widely Accepted and Trusted Page 1 of TABLE 11D & F (1x1 - inches), B (STANDING OR NESTABLE SEAM), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 TO.1 inch SUBSTRATE), /7 PATTERN SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL - Lightweight (11 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF GAGE (inches) F (1 - in) '-" '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" Q F Q 7 F Q F Q F Q F / Q F Q F Q F Q F / Q F Q F Q F Q F / Q F Q F Q F

43 ESR-1 Most Widely Accepted and Trusted Page of TABLE A & F (1x1 - inches), AND INCH DEEP, Fy = ksi SUPPORT - PNEUTEK K OR K7 (.1 inch AND UP SUBSTRATE); K OR K7 (.7 TO. inch SUBSTRATE); OR SDK7 (.1 TO. inch SUBSTRATE), / AND / PATTERN SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL Normal Weight (1 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF (inches) 1 / 1 / 1 / 1 / GAGE F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q 7 F Q F Q 7 F Q 1 7 F Q 1 1 F Q F

44 ESR-1 Most Widely Accepted and Trusted Page of TABLE B & F (1x1 - inches), AND INCH DEEP, Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 TO.1 inch SUBSTRATE), / AND / PATTERN SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL Normal Weight (1 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF GAGE (inches) F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q F Q F Q F Q F Q F / Q F Q F Q F Q F Q F Q F Q F Q F / Q F Q 1 F Q F Q F / Q F Q 1 F Q 7 7 F Q F / Q F Q F Q 7 1 F

45 ESR-1 Most Widely Accepted and Trusted Page of TABLE C & F (1x1 - inches), AND INCH DEEP, Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch substrate); or SDK7 (.1 to. inch substrate), / and / pattern SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL - Lightweight (11 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF (inches) 1 / 1 / 1 / GAGE F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q F Q 1 1 F Q 1 11 F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q 1 11 F Q F Q F Q F Q F Q 1 1 F

46 ESR-1 Most Widely Accepted and Trusted Page of TABLE D & F (1x1 - inches), AND INCH DEEP, Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 TO.1 inch substrate), / and / pattern SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL - Lightweight (11 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF GAGE (inches) F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q 7 F Q F Q 1 1 F Q F Q F / Q F Q F Q F Q F Q F F Q Q F Q F / Q F Q F Q F Q 7 F Q F F Q Q F

47 ESR-1 Most Widely Accepted and Trusted Page of TABLE 1A & F (1x1 - inches), N (STANDING OR NESTABLE), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch substrate); or SDK7 (.1 to. inch substrate), / pattern SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL - Normal Weight (1 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF (inches) 1 / 1 / 1 / 1 / GAGE F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q 1 1 F Q 7 7 F Q F Q F Q F Q F Q 1 F Q 7 F Q 1 7 F Q 1 F Q 7 F

48 ESR-1 Most Widely Accepted and Trusted Page 7 of TABLE 1B & F (1x1 - inches), N (STANDING OR NESTABLE), Fy = ksi, SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate), / pattern SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL - Normal Weight (1 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF GAGE (inches) F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q F Q F Q F Q F Q F / Q F Q F Q F Q F Q F Q F Q F Q F / Q F Q F Q 1 7 F Q F / Q F Q 1 F Q 1 7 F Q F / Q 7 F Q F Q 1 F

49 ESR-1 Most Widely Accepted and Trusted Page of TABLE 1C & F (1x1 - inches), N (STANDING OR NESTABLE), Fy = ksi SUPPORT - PNEUTEK K or K7 (.1 inch and up substrate); K or K7 (.7 to. inch substrate); or SDK7 (.1 to. inch substrate), / Pattern SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL - Lightweight (11 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF (inches) 1 / 1 / 1 / GAGE F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q F Q 1 1 F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F Q F

50 ESR-1 Most Widely Accepted and Trusted Page of TABLE 1D & F (1x1 - inches), N (STANDING OR NESTABLE), Fy = ksi SUPPORT - PNEUTEK SDK17 (.11 to.1 inch substrate), / pattern SIDELAP - Button Punches, #1 by / " Self-Drilling Screws, or o.c. CONCRETE FILL - Lightweight (11 pcf), f'c =, psi DEPTH OF FILL ABOVE TOP OF GAGE (inches) F (1 - in) '-" 7'-" '-" '-" 1'-" 11'-" '-" 1'-" 1'-" 1'-" Q 7 F Q F Q 1 1 F Q F Q F / Q F Q F Q F Q F Q F F Q Q F Q F / Q F Q F Q F

51 ESR-1 Most Widely Accepted and Trusted Page of FIGURE 1 PNEUTEK SUPPORT FASTENER PATTERNS AND PROFILES

52 ESR-1 Most Widely Accepted and Trusted Page 1 of FIGURE PNEUTEK FRAME (SUPPORT)) FASTENER DETAILS FIGURE SIDELAP FASTENER DETAILS

53 ESR-1 Most Widely Accepted and Trusted Page of WELDED SHEAR STUD CONNECTORS AT SUPPORTS PARRELLEL TO FLUTES WELDED SHEAR STUD CONNECTOR AT SUPPORTSS PERPENDICUALR TO FLUTES t d (inch) 1 1/ MINIMUM STUD LENGTH (inch) 1/ 1/ TYPICAL STUD SHEAR CONNECTOR LENGTH FIGURE STUD SHEAR CONNECTOR DETAILS