VR2 Cover Front 070809 - Verco Deck · able uniform loads due to stress and deflection are on page...

VERCOVERCO

Featuring ... The Innovative®PunchLok System

STEEL ROOF DECKS

VERCO DECKING, INC.a companyNUCOR

I n n o v a t i o n . . .

The field-tested PunchLok® system reduces construction costs:• Higher shear values through high quality sidelap connections• Reduced installation time as well as labor and inspection costs• Elimination of field painting if roof deck is left exposed to view• No touch up painting• Deck attachment to supports with welds or pins and PunchLok® sidelap connections

Painted deck attached to supports with pins and sidelaps connected with the PunchLok® tool offers the most cost effective steel roof deck system currently available.

This catalog shows the complete line of Verco Roof Deck products for galvanized or painted deck. It lists diaphragm values for various attachments to the steel frame and various sidelap connections.

is the key to Verco’s success since it’sfounding in 1964. Verco engineershave developed many original prod-ucts like the shear restrainingShearTranz® system. Now contrac-tors and owners are reducing con-struction costs with another provenproduct - the innovative VercoPunchLok® system.

Catalog VR2

IFC 9/6/07 8:28 AM Page 1

Copyright © Verco Decking, Inc. 2003, 2007 All Rights Reserved

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Catalog VR2 VERCO DECKING, INC.

PROFILES AND PROPERTIES . . . . . . . . . . . . . 2

TECHNICAL GUIDELINES . . . . . . . . . . . . . . . . . 4

PROPERTIES AND VERTICAL LOADS . . . . . 26

PLB™-36 DECK–PNEUTEK FASTENERS . . . 30Sidelaps Connected with PunchLok® Tool

PLB™-36 DECK–HILTI FASTENERS . . . . . . . 36Sidelaps Connected with PunchLok® Tool

PLB™-36 DECK–WELDS. . . . . . . . . . . . . . . . . 42Sidelaps Connected with PunchLok® Tool

HSB®-36 DECK–WELDS . . . . . . . . . . . . . . . . . 48Sidelaps Connected with BP or TSW

SHEARTRANZ® SYSTEMS . . . . . . . . . . . . . . . 54Sidelaps Connected with PunchLok® Tool, BP, or TSW

PLN™-24 or N-24 DECK . . . . . . . . . . . . . . . . . 66Sidelaps Connected with PunchLok® Tool, BP, or TSW

DEEP VERCOR™ DECK . . . . . . . . . . . . . . . . . 68

CELLULAR ROOF DECK. . . . . . . . . . . . . . . . . 79

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2 VERCO DECKING, INC. Catalog VR2

TypeProfile

(dimensions in inches) Gage

Weight Section Propertiesper ft (m) of width

Galvpsf

N/m2

Paintedpsf

N/m2

Iin.4

mm4

+ Sin.3

mm3

– Sin.3

mm3

PL

B™

-36

HS

B®-3

6

221.9 1.8 0.175 0.187 0.198

91.0 86.2 238,978 10,054 10,645

202.3 2.2 0.216 0.235 0.248

110.1 105.3 294,967 12,634 13,333

182.9 2.8 0.302 0.322 0.335

138.9 134.1 412,408 17,312 18,011

163.5 3.4 0.377 0.411 0.417

167.6 162.8 514,827 22,097 22,419

PL

N™

-24

N-2

4

222.2 2.1 0.655 0.394 0.454

105.3 100.5 894,460 21,183 24,408

202.6 2.5 0.837 0.508 0.562

124.5 119.7 1,142,997 27,312 30,215

183.5 3.4 1.223 0.731 0.776

167.6 162.8 1,670,114 39,301 41,720

164.2 4.1 1.647 0.950 1.005

201.1 196.3 2,249,123 51,075 54,032

DE

EP

VE

RC

OR

™

261.1 0.073 0.099 0.10352.7 99,688 5,323 5,538

241.4 0.098 0.138 0.14067.0 133,828 7,419 7,527

221.7 0.123 0.175 0.17481.4 167,967 9,409 9,355

202.1 0.143 0.207 0.206

100.5 195,279 11,129 11,075

36"

11-w"

13-r"

31-w" 21-w" 6"

3"

24"

53-i" 25-i" 8"

17-i"

15-qy" 41-w"31-w"1"

36"1"

1. Section properties have been computed in accordance with the “Specification for the Design of Cold-Formed Steel Structural Members” published by AISI. The section properties are based on the following steel strengths:

2. Section properties and values shown apply to all available widths.

3. Material thickness is subject to AISI tolerances. See ICBO ES Report ER-2078P for decimal thickness of material.

4. Weights shown are approximations for design purposes.

5. All dimensions are nominal and are subject to manufacturing tolerances.

Profile Minimum Yield Strength (Fy) Bending Strength (Fb)

PLB™-36 or HSB®-36 38 ksi (262,000 kPa ) 22.8 ksi (157,200 kPa)

PLN™-24 or N-24 33 ksi (227,527 kPa)

Deep VERCOR™ 80 ksi (551,581 kPa) 36.0 ksi (248,211 kPa)

Metric Conversions

in. mm in. mm in. mm in. mm in. mm

1 25 13-r 44 25-i 67 4 1-w 114 8 203

15-qy 33 17-i 48 3 76 53-i 137 24 610

11-w 38 2 1-w 64 3 1-w 89 6 152 36 914

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20.0 ksi (137, 895 kPa)

Catalog VR2 VERCO DECKING, INC.

Profile Designations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4Roof Deck Vertical Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4

Uniform Load Tables. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4Bearing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4Design Formulas. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5Concentrated Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5Suspended Loads. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5Cantilevered Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5Factory Mutual . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6Wind Uplift . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6

Roof Deck Diaphragms. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6Diaphragm Load Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6Composite Deck Diaphragms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7Axial Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7

Attachment Of Roof Deck. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7Support Fastening . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7

Welds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7Pneutek Pins . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7Hilti Pins . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8ShearTranz® Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9

Sidelap Connections. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10PunchLok® System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10Top Seam Welds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11Button Punches . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11Screws . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11

Parallel Collectors. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11Arc Spot Welds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11Fillet Welds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11Pneutek Pins . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12Hilti Pins . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12

Verco Roof Deck Finishes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12Primer Painted . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12Galvanized . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12Galvanized with Primer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12Exposed Product Appearance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13Packaging . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13

Roof Deck Product Selection. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13Spans . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13Roofing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13Fire-Rated Verco Roof Deck. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13Venting Verco Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13Acoustical Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14

Roof Deck Design Example . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14Design Goals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14Span Options . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15Diaphragm Attachment Options . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15Finish Options. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17Specification Considerations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17Architectural Considerations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17Fire Ratings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17

Roof Deck Fire Resistance Ratings. . . . . . . . . . . . . . . . . . . . . . . . . . . . .18Roof Deck Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19Specification 05311 Steel Roof Deck. . . . . . . . . . . . . . . . . . . . . . . . . . . .20Metric (SI) Conversions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24Using the Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .25


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VERCO ROOF DECK TECHNICAL GUIDELINESVerco Decking, Inc., is noted for its innovative development of steel roof decks including the use of shear restraining elements (the ShearTranz® systems) and mechanical sidelap connections (the PunchLok® system). In this catalog Verco features a complete range of systems utilizing the revolutionary PunchLok system for sidelap connections: 1½”deep PLB™-36 deck with welds to the supports, PLB™-36 deck with pins to the supports, PLB-36 deck with ShearTranz II-42, and 3" deep PLN™-24 deck with welds to the supports. With the PunchLok system, Verco continues our industry leading history of improvement and innovation to serve the construction community.

Profile Designations Deck for PunchLok® Systems: • PLB-36• PLB-36 with ShearTranz II-42 system• PLN-24

Deck for Button Punch and Top Seam Weld Sidelaps: • HSB-36• HSB-36 with ShearTranz or ShearTranz II systems• N-24• N-24 with ShearTranz system

ROOF DECK VERTICAL LOADS

Uniform Load Tables The tables on pages 27 and 29 list allowable uniform loads. These are the total uniform loads which can be applied to the roof deck. Values are based on the allowable bending stress and limiting deflection to L/240. The symbol indicates that the allowable uniform load based on deflection exceeds the allowable load based on stress. Stress for the PLB-36 and HSB-36 profiles is limited to 22,800 psi (157,200 kPa) based on Fy = 38,000 psi (262,000 kPa) minimum. Stress for the PLN-24 and N-24 profiles is limited to 20,000 psi (137,895 kPa) based on Fy = 33,000 psi (227,527 kPa) minimum. The formulas used to determine the allow-able uniform loads due to stress and deflection are on page 5.

Note: Vertical loads, such as allowable uniform loads and deck weights, are converted to N/m2 for ease of use.

Bearing Verco recommends 2 inches (51 mm) minimum bearing on perpendicular supports for Verco roof deck. The required bearing should be verified based on specific span conditions. Adequate bearing is required to prevent web crippling of the deck and to allow proper attachment of the deck. The allowable reactions for uniform loads are shown in the section properties tables.

Web crippling due to concentrated loads, such as curbs, located directly over supports should also be evaluated. Contact the Verco Engineering department for additional information.

Catalog VR2 VERCO DECKING, INC. 5

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Adequate bearing at parallel supports should be provided to make the specified connections.

Design Formulas +M= Positive Bending Moment in ft-lb (Nm)–M= Negative Bending Moment in ft-lb (Nm)∆= Deflection in inches (mm)E= 29,500,000 psi (2.03 x 10 8 kPa)Cd= 1728 (SI = 1), Deflection Constantw =Allowable uniform live load in psf (N/m2)L=Span length in feet (mm). Span lengths shown in tables are center-to-center spans.Re=End reaction in lb/ft (N/m)Ri=Interior reaction in lb/ft (N/m)

Concentrated Loads Concentrated loads, such as those due to construction or maintenance workers, should be evaluated based on the deck section properties and material strengths.

Suspended Loads The engineer of record should evaluate suspended or hanging loads attached directly to the roof deck on the basis of the project conditions. The specific method of attachment will determine the load distribution or effective width of deck to be used in the evaluation.

Cantilevered Deck The length of Verco roof deck cantilevers can be determined by evaluat-ing section properties and material strengths. Consider construction or maintenance workers and materials attached to the deck, particularly with regard to deflection. Attach cantilevers to supports prior to load-ing. See Figure 1.

Span Bending Moment Deflection Bearing

Simple

Double

Triple

+M 0.125 w L⋅ ⋅ 2= ∆ 0.013 w L4 Cd⋅ ⋅ ⋅

E I⋅--------------------------------------------------= Re 0.5 w L⋅ ⋅=

M– 0.125 w L⋅ ⋅ 2= ∆ 0.0054 w L4 Cd⋅ ⋅ ⋅

E I⋅--------------------------------------------------=

Re 0.375 w L ⋅ ⋅=

Ri 1.25 w L ⋅ ⋅=

M– 0.1 w L⋅ ⋅ 2= ∆ 0.0069 w L4 Cd⋅ ⋅ ⋅

E I⋅--------------------------------------------------=

Re 0.4 w L ⋅ ⋅=

Ri 1.1 w L ⋅ ⋅=

Allowable roof deck cantilevers can be determined based on section properties

and material strengths using stressand/or deflection as limits.

Verco Roof Deck

FIGURE 1


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Factory Mutual Verco PLBFM and HSBFM Roof Decks are Factory Mutual approved as: STEEL ROOF DECKS, Class I fire and I-60 or I-90 Windstorm Rated (minimum). See Table 1 for Factory Mutual approved spans. Approved spans are measured center-to-center. See “Factory Mutual Approval Guide” for additional information.

Wind Uplift Determine allowable spans to resist uplift forces based on the deck sec-tion properties and material strengths. Evaluation may be warranted on specific projects.

Tension strength of arc spot welds should be determined in accordance with the AISI “Specification for the Design of Cold-Formed Steel Struc-tural Members.”

Allowable tension strength of Pneutek and Hilti fasteners is based on the specific combination of fastener, substrate thickness, and deck gage. Allowable tension strengths are shown in ICBO ES Report ER-2078P.

ROOF DECK DIAPHRAGMSThe diaphragm shear values in the tables for Verco roof decks are based on attachment of the deck to the perpendicular supports with puddle welds or mechanical fasteners. The attachment patterns for each profile are shown in the illustrations included with the tables.

Diaphragm Load Tables Designers should observe the following notes when working with these tables:

• Diaphragm shear strengths (q) are the allowable strengths and are not to be increased one-third.

• The flexibility factor (F) is the number of microinches a diaphragm web will deflect in a span of 1 ft (305 mm) under a shear load of 1 pound per ft (14.6 N/m).

• R is the vertical load span (spacing between supports) (L v) of the deck divided by the length (Ls) of the deck sheet: R = Lv / L s.

• The flexibility limitations in ICBO ES Report ER-2078P may be used as a guide instead of a rational analysis of the anticipated deflections.

• VSC = Verco Sidelap Connection made with the Verco PunchLok tool on PLB-36 or PLN-24 deck.

• BP = Button punched sidelap connection.• TSW = 11-w in. (38 mm) long top seam weld sidelap connection.• See Sidelap Connections topic on page 10 for information regarding

connection spacing.

Table 1: Factory Mutual Approved Spans (c-c) for PLBFM and HSBFM Roof Decks

Gage 22 20 18

Span(ft-in., mm)

6'-1" 6'-7" 7'-9"

1,854 mm 2,007 mm 2,362 mm


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• Interpolation of diaphragm strength between adjacent spans is per-missible. For interpolated span lengths, use the diaphragm flexibil-ity of the closest span length.

• The ends of PLB-36, HSB-36, PLN-24, and N-24 deck are to be lapped a minimum of 2 inches (51 mm).

Composite Deck Diaphragms

Refer to ICBO ES Report ER-2078P for PunchLok system diaphragm values for PLW2-36 and PLW3-36 Formlok composite deck without concrete fill.

Axial Loads Axial load strength of steel deck can be evaluated in accordance with the AISI “Specification for the Design of Cold-Formed Steel Structural Members.”

ATTACHMENT OF ROOF DECK

Support Fastening The diaphragm shear tables of this catalog include two methods of attaching deck to the supports: welds and mechanical fasteners (pins).

• PLB-36, HSB-36, PLN-24 and N-24 decks are attached to the supports with welds, or

• PLB-36 roof deck is attached to supports with either Pneutek or Hilti fasteners. Fastener selection is based on substrate thickness. Allowable diaphragm shear capacities are determined by the fastener and substrate thickness. See Table 2 on page 8 and Table 3 on page 9 for fastener selection.

Welds: When Verco roof deck is to be welded to supports, the effective fusion area is to be at least 1-w in. (13 mm) diameter arc spot (puddle) weld (Figure 2) or at least 3-i in. x 1 in. long (10 mm x 25 mm) arc seam weld. Welds are to be spaced as described in the appropriate tables.

Weld washers are not required or recommended for arc spot welds in PLB-36, HSB-36, PLN-24 and N-24 roof deck.

Pneutek Pins: When PLB-36 deck is attached to structural supports with Pneutek K66062, K66075, K64062, SDK63075, or SDK61075 fasteners, they are to be installed as shown in Figure 3. The Pneutek fasteners have 1-w inch (12.7 mm) diameter heads. See ICBO ES Report ER-3829 for additional information on the fasteners.

Fasteners must be driven with the Pneutek® Air/Safe® fasten-ing system to ensure tight contact between the fastener head and the attached deck as shown in Figure 4. Fasteners shall be located not less than 1 inch (25 mm) from the end of the sheets.

FIGURE 2

Arc Spot Weld

FIGURE 3

Pneutek Fastener


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Select the appropriate fastener based on the actual substrate thickness. This will determine the allowable diaphragm shears and flexibility fac-tors for PLB-36 roof deck attached to supports with Pneutek fasteners. Note that K66075 pins are to be used for attachment of four layers of 20 gage deck or three or four layers of 18 or 16 gage deck.

Hilti Pins: When PLB-36 deck is fastened to the structural supports with Hilti X-EDN19-THQ12 or X-EDNK22-THQ12 fasteners, they are to be installed as shown in Figure 5. Hilti fasteners have a dome style head and a 15-ew inch (11.8 mm) diameter steel flat washer and a steel top hat washer. See ICC ES Report ESR-2197 or ESR-2199 for additional information on the fasteners. Proper penetration of the Hilti fasteners into structural supports is shown in Figure 5. Fasteners shall be located not less than 1 inch (25 mm) from the end of the sheets.

Table 2: Pneutek Fastener Selection

Substrate Thicknessin. (mm)

Pneutek Fastener

Designation

Allowable Diaphragm Shear Values (q) and Flexibility

Factors (F)

0.281 and thicker(7.1 and thicker) K66062 or K66075

See Pages 30 and 310.187 to 0.312

(4.7 to 7.9) K64062

0.155 to 0.250(3.9 to 6.4) SDK63075 See Pages 32 and 33

0.113 to 0.155(2.9 to 3.9) SDK61075 See Pages 34 and 35

K66062 orK66075

Structural Steel Supports

FIGURE 4

SDK63075 orSDK61075

K64062

Verco Deck(typical) Structural Steel

Support

3/16" – 3/8" (5–9 mm)

Verco Deck

X - EDN19 THQ12 orX - EDNK22 THQ12

Structural Steel Supports

Hilti FastenerFIGURE 5


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Select the appropriate fastener based on the actual substrate thickness. This will determine the allowable diaphragm shears and flexibility factors for PLB-36 roof deck attached to supports with Hilti fasteners.

ShearTranz® Systems: Verco introduced the use of restraining ele-ments to increase roof deck diaphragm strength and rigidity with the ShearTranz system. The ShearTranz family of products now includes the following:

• 14 gage ShearTranz II-42 elements are used with PLB-36 deck with sidelaps connected using the PunchLok system.

• 16 gage ShearTranz II elements are used with HSB-36 deck with sidelaps connected using button punches or top seam welds.

• 16 gage original ShearTranz system is used with HSB-36 deck with sidelaps connected using button punches or top seam welds. The original ShearTranz elements are also used in System 80 in con-junction with HSB-36 deck and insulating fill.

• 16 gage ShearTranz II-42 elements are used with HSB-36 andHSB-36-SS deck attached to supports using Hilti pins. See ICCES Report ESR-2199 for information.

The ShearTranz elements are used at shear collecting support elements perpendicular to the deck corrugations. When ShearTranz II-42 or ShearTranz II elements are used, the deck does not need to terminate at the support as it may be cantilevered.

End laps at supports must be at least 2 inches (51 mm) and fastened to supports with arc spot puddle welds. ShearTranz system installation details are shown on pages 58 and 59. See page 63 for System 80 details.

Table 3: Hilti Fastener Selection

Substrate Thicknessin. (mm)

Hilti Fastener Designation

Allowable Diaphragm Shear Values (q) and Flexibility Factors (F)

0.313 to 3-i(8.0 to 9.5) X-EDN19 THQ12 Pages 36 and 37

0.250 to 0.313(6.4 to 8.0) X-EDN19 THQ12 Pages 38 and 39

0.188 to 0.250(4.8 to 6.4) X-EDNK22 THQ12 Pages 36 and 37

1-i to 0.188(3.2 to 4.8) X-EDNK22 THQ12 Pages 40 and 41


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Sidelap Connections Verco roof decks are to be fastened at the sidelap by one of four methods: the PunchLok tool, 11-w"(38 mm) long top seam welds, button punches, or #10 x 3-r in. (19 mm) long screws. Spacing of sidelap connections shall be as specified.

The dimension from the centerline of the supports to the first and last sidelap connection within each span is to be no more than one half the specified spacing as shown in Figure 6. The number of connections per span based on spacing are noted in Table 4.

PunchLok® System: Connect sidelaps of the PLB-36 and PLN-24 roof decks with the Verco PunchLok tool. The PunchLok tool creates a positive connection between the male and female lips of the PLB-36 or PLN-24 roof deck. The connection made by the PunchLok tool is referred to as the VSC (Verco Sidelap Con-nection). An acceptable VSC connection has been made when the sidelap material has been sheared and offset so the sheared surface of the male leg is visible (Figure 7).

The VSC connection may be made in either direction.

Sidelap Connection(typical) ≤ Spacing

2-----------------------

FIGURE 6

Spacing Spacing Spacing

Span

≤ Spacing2

-----------------------

Table 4: Number of Sidelap Connections per Span Based on Spacing

Spacing in. (mm)

Span (ft-in., mm)

4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0" 16'-0"1,220 1,520 1,830 2,130 2,440 2,740 3,050 3,350 3,660 3,960 4,270 4,570 4,880

24 (610) 2 3 3 4 4 5 5 6 6 7 7 8 8

18 (457) 3 4 4 5 6 6 7 8 8 9 10 10 11

12 (305) 4 5 6 7 8 9 10 11 12 13 14 15 16

8 (203) 6 8 9 11 12 14 15 17 18 20 21 23 24

6 (152) 8 10 12 14 16 18 20 22 24 26 28 30 32

4 (102) 12 15 18 21 24 27 30 33 36 39 42 45 48

FIGURE 7

Verco Sidelap Connection (VSC)


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Top Seam Welds: When sidelaps of the HSB-36 and N-24 roof deck are connected with top seam welds (TSW) (Figure 8), the 11-w in. (38 mm) long weld must engage the top of the inner (male) leg. Clinch the joint before welding to create contact between the lips.

Button Punches: When sidelaps of the HSB-36 and N-24 roof deck are connected with button punches (Figure 8), an average-sized person should be able to stand (not jump) on the flute adjacent to the attach-ment without the joint separating.

Screws: When self-drilling, self-tapping screws are used to connect the sidelaps of HSB-36-SS and N-24-SS roof decks, they are to be minimum #10 x 3-r in. (19 mm) long. The diaphragm shear values and flexibility factors for deck fastened with screws are the same as those shown for button punched sidelaps. The screws are to be placed at the same spacing as the button punch spacing. The “SS” designation indicates deck provided with extended female lip for screw fastening.

Parallel Collectors Spacing of the attachments at collectors parallel to the deck ribs is based on the type of attachment being used. The maximum spacing of attachments at parallel collectors is 3 ft (914 mm).

Arc Spot Welds: Spacing of arc spot welds at collectors parallel to the deck ribs should be based on the shear to be transferred. Table 5 lists allowable shear strength in pounds (newtons) for 1-w in. (13 mm) effective diameter welds.

Fillet Welds: Spacing of fillet welds used at collectors parallel to the deck flutes should be based on the shear to be transferred. Allowable strength of fillet welds is determined in accordance with AWS D1.3.

TopSeamWeld

Button Punch

FIGURE 8

FIGURE 9

Screw

Table 5: Allowable Shear Strength per Weld

Deck Gage lb N

22 1047 4,657

20 1257 5,591

18 1673 7,442

16 2093 9,310


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Pneutek Pins: Spacing of Pneutek fasteners at collectors parallel to the deck ribs should be based on the shear to be transferred. Table 6 lists allowable strengths in pounds (newtons) for Pneutek fasteners. Shear capacity is based on the specific combination of fastener, substrate thickness, and deck gage.

Hilti Pins: The spacing of Hilti fasteners at all collectors parallel to deck flutes is to be the same as the spacing of the sidelap connections. If the required shear transfer between the deck and an interior collector ele-ment parallel to the deck flutes exceeds the shear strength of the dia-phragm, space two Hilti fasteners the same as the sidelap fasteners.

VERCO ROOF DECK FINISHESVerco roof decks are offered in various finishes:

Primer Painted Acrylic primer is applied to cold rolled steel (ASTM A 1008, formerly ASTM A 611) that has been cleaned and chemically pre-treated. The gray acrylic primer is applied by a roller coat process and oven cured. Verco gray primer is approved by UL for use in fire-rated assemblies. Refer to page 18 for specific listings.

Primer paint is intended to protect steel deck for a short period of expo-sure in ordinary atmospheric conditions. It should be considered as an impermanent and provisional coating.

Galvanized Cold rolled zinc coated steel (ASTM A 653) with coating designation G60 (Z180) is the standard zinc coated material of the deck industry. Coating designation G90 (Z275) is a heavier, more costly zinc coating often specified for exposed exterior applications or other project specific requirements.

Galvanized with Primer Galvanized roof deck is available with factory gray or double white (double thickness for better coverage and whiter white) primer applied to the side of the deck exposed to view. Primed galvanized deck is suit-able for applications where the deck will be field-painted (eliminates the need for field priming) or must meet other specific requirements. You have the option to leave the primer paint exposed and eliminate finish paint.

Custom color primers are available. Contact your Verco representative regarding availability.

Table 6: Allowable Shear Strengths for Pneutek Fasteners (lb, N)

Substrate Thickness

in. (mm)

Pneutek Fastener

Designation

Deck Gage

22 20 18 16

0.281 and thicker(7.1 and thicker) K66062 or K66075

7333,261

8803,914

11715,209

14656,517

0.187 to 0.312(4.7 to 7.9) K64062

0.155 to 0.250(3.9 to 6.4 ) SDK63075

0.113 to 0.155(2.9 to 3.9 ) SDK61075 477

2,122573

2,549763

3,394954

4,244


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Exposed Product Appearance

Roof deck is a structural product. Minor dents and scratches which do not affect the structural capacity of the deck are acceptable.

Packaging Deck to be exposed to view should be identified on the contract draw-ings so it can be appropriately packaged and handled.

ROOF DECK PRODUCT SELECTION

Spans Span length is one of the key factors in determining an appropriate roof deck profile. Determine logical span lengths (three span minimum if possible) based on the bay size. Contact your Verco representative regarding the availability of deck lengths greater than 40 ft (12,190 mm). Consider handling the weight of the deck during installation when eval-uating long deck lengths, especially heavier gages. Also see the Roof Deck Design Example on page 14.

Roofing Verco roof deck is a structural product resisting horizontal and vertical loads. Normally, insulation and roofing is applied over Verco roof deck. However, it can be used for walkways, canopies, sunshades, or other structures which do not require a watertight roof.

Fire-Rated Verco Roof Deck

Verco roof decks may be used in assemblies which are required to meet hourly fire ratings. Hourly fire ratings may be obtained by:

• Placing insulating concrete fill, with or without insulation board, over the top of the deck;

• Applying fireproofing to the underside of the deck; or • Installing a fire-rated ceiling system. Refer to page 18 for a listing of UL fire-rated assemblies utilizing Verco roof deck profiles. Refer to the particular UL assembly being considered for full details of construction, including specific information about fill or fireproofing thicknesses and span limitations.

Venting Verco Roof Deck Verco roof deck is available with factory punched vent tabs to provide positive venting (see Figure 10). Determine venting requirements based on the specific materials installed over the deck. Some leakage during insulating fill placement should be anticipated with vented deck. Vent tabs projecting upwards are staggered in interior low flutes at approxi-mately 6 in. (152 mm) on center:

• 5 rows in PLB-36 and HSB-36.• 2 rows in PLN-24 and N-24.

FIGURE 10


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Acoustical Roof Deck PLB-36, HSB-36, PLN-24, and N-24 roof decks are available as acousti-cal deck. Acoustical deck can provide sound attenuation in buildings where the deck is exposed to the interior. Acoustical uses are limited to non-fire-resistive assemblies. The roofing contractor should install the acoustical insulation furnished with the deck before placement of roof insulation as shown in Figure 11. Noise reduction coefficient (NRC) values in Table 7 were determined by tests in accordance with ANSI/ASTM C423 conducted by Riverbank Acoustical Laboratory. Test reports furnished upon request.

ROOF DECK DESIGN EXAMPLEThis design example illustrates the basic issues involved in the design and selection of Verco roof deck. Various choices are outlined for each point to be considered. This example illustrates the issues, not all of the possible options. If you have additional questions, please contact the Verco Engineering Department.

Design Goals The design goals for this example are as follows:

• Resist specified uniform vertical loads• Resist specified horizontal diaphragm loads• Select an economical roof deck system

Table 7: Noise Reduction Coefficients of Acoustical Deck

Profile

Absorption Coefficients Noise Reduction Coefficient 125 250 500 1000 2000 4000

PLB-36 or HSB-36 0.60 0.99 0.92 0.79 0.43 0.23 0.80

PLN-24 or N–24 0.58 1.00 0.94 0.85 0.54 0.27 0.85

B Acoustical Deck

N Acoustical Deck FIGURE 11


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Given: 40'-0" x 30'-0" (12,190 mm x 9,140 mm) bay size –deck oriented parallel to 40 ft (12,190 mm) dimension

Perimeter walls provide lateral restraintFire rating not requiredUnderside of deck exposed to view from interiorLoads:

Dead Load . . . . . . . . . . . . . . . . . . . . . . . 15 psf (718 N/m2 )Live Load. . . . . . . . . . . . . . . . . . . . . . . . 20 psf (958 N/m2 )Total Vertical Load. . . . . . . . . . . . . . . . 35 psf (1,676 N/m2)

Maximum diaphragm shear . . . . . . . . . 565 plf (8.25 kN/m)Average flexibility factor required . . . . . 24.0 (137.0)

Span Options Spacing between the beams or joists will suggest the deck profile options. Refer to “Spans” on page 13 for more information. Based on the profile options, determine the minimum gages to meet vertical load requirements.

1. 10'-0" (3,050 mm) c-c spans

Choices: 22 gage PLN-24 roof deck or 18 gage PLB-36 roof deck

2. 8'-0" (2,440 mm) c-c spansChoice: 20 gage PLB-36 roof deck

3. 6'-8" (2,030 mm) c-c spansChoices: 22 gage PLB-36 roof deck

Diaphragm Attachment Options

Determine the minimum deck gage and minimum attachments neces-sary to meet the specified requirements for maximum horizontal dia-phragm strength (q). Verify that the horizontal deflection of the diaphragm is within acceptable limits. For purposes of this example, the average required F has been defined to allow a comparison of the options presented, all of which meet the average required F.

In general, using a lighter gage deck with more attachments is more economical than using a heavier gage deck with fewer attachments. When considering attachments, sidelap connections are generally the most expensive aspect of an attachment system. Therefore, choose the PunchLok system, which minimizes installation time as well as labor and inspection costs of the sidelap attachments, compared to top seam welds.

Selection: Option 1 is the most expensive deck choice, but minimizes the number of supports. Option 2 optimizes deck gage based on span. Option 3 minimizes the deck cost but requires the most supports.


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1. 10'-0" (3,050 mm) c-c spansAttachment Choices:

2. 8'-0" (2,440 mm) c-c spansAttachment Choices:

3. 6'-8" (2,030 mm) c-c spans (Values shown for 7'-0" [2,130 mm] spans.)Attachment Choices:

Notes:

• F is based on R = 1-e for 3 span sheets.• Pneutek values listed assume a substrate thickness of 0.187 in. (4.7

mm) and thicker. Hilti values listed assume a substrate thickness of 0.188 – 0.250 in. (4.8 – 6.4 mm) or 0.313 – 3-i in. (8.0 – 9.5 mm).

Deck

Supports Sidelaps

q FType Pattern Type Spacing

3" Deep Roof Deck

22 ga PLN-24 Weld 24/4 VSC 6" O.C.(152 mm)

596(8.70)

6.7+39R=19.7(38.3+223R=112.6)

20 ga PLN-24 Weld 24/4 VSC 18" O.C.(457 mm)

576(8.41)

15.2+26R=23.9(86.8+148R=136.1)

11-w" Deep Roof Deck

18 ga PLB-36 Pneutek 36/7 VSC 24" O.C.(610 mm)

866(12.64)

11.6+2R=12.3(66.2+11R=69.9)

18 ga PLB-36 Hilti 36/7 VSC 12" O.C.(305 mm)

742(10.83)

11.8+10R=15.1(67.4+57R=86.4)

18 ga PLB-36 Weld 36/4 VSC 24" O.C.(610 mm)

796(11.62)

17.5+16R=22.8(99.9+91R=130.2)

Deck

Supports Sidelaps




720(10.51)

12.5+6R=14.5(71.4+34R=82.7)


606(8.84)

15.3+21R=22.3(87.4+120R=127.4)


650(9.49)

15.1+19R=21.4(86.2+108R=122.2)

Deck

Supports Sidelaps




653(9.53)

12.1+14R=16.8(69.1+80R=95.8)


609(8.89)

9.2+35R=20.9(52.5+200R=119.2)


694(10.13)

12.6+34R=23.9(71.9+194R=136.6)


592(8.64)

8.8+12R=12.8(50.2+69R=73.2)


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• Values shown are those necessary to meet the maximum shear (q) and average Flexibility Factor (F) specified. Maximum economy can be achieved by zoning the diaphragm, reducing deck gage and/or attachments as shear requirements diminish across the building.

• Gages shown meet minimum gages noted above for vertical loads even though lighter gages may meet shear requirements.

• Attachment of deck to parallel chords is required but not shown.

Finish Options Options are listed in order of increasing deck cost. The total installed cost, including field painting, should be used to determine the deck fin-ish choice.

1. Painted.2. Galvanized.3. Galvanized and painted underside.

Specification Considerations

Specifications should indicate deck is exposed so that proper packaging can be provided.

Architectural Considerations

The end use or aesthetics of the structure may influence the roof deck system selection and should be considered in addition to vertical and horizontal load requirements. Since the deck is exposed, consideration of the benefits of acoustical deck compared to the added costs may be appropriate.

Fire Ratings Hourly fire ratings, if required, may affect the maximum allowable deck span and/or minimum deck gage. Refer to the UL Fire Resistance Direc-tory or ICBO ES Report ER-2078P for Verco Steel Decks for further information. Finish Option 1. Painted or 2. Galvanized should be selected for fire-rated systems.

Selection: Given the various considerations, the 20 gage 11-w in. (38 mm) deep PLB-36 deck on 8'-0" (2,440 mm) spans would pro-vide the optimal roof system. When selecting the attachment system, consider the use of mechanical fasteners (pins) in con-junction with the PunchLok system to minimize installation labor and inspection costs, and minimize or eliminate the need for touch-up of the deck and support structure. Together, these benefits offer an economical deck system which can be installed in a minimum amount of time.

Selection: Since deck underside is exposed to view, the costs of field painting make Options 1 and 2 more expensive. Therefore choose Option 3 with Verco Double White primer left exposed to view.


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Roof Deck Fire Resistance RatingsTable 8

RE

ST

RA

INE

DA

SS

EM

BLY

RA

TIN

G (

HR

)

UL # FRAME SYSTEM

DECK1

GA

LVA

NIZ

ED

PAIN

TE

D

PR

OT

EC

TE

D2

B N W2 W3 VE

RC

OR

SY

ST

EM

80

3-r–2 P701 Beam/Joist Deck/Board Yes Yes CEM1–2 P711 Beam/Joist Deck/Board Yes Yes CEM1–2 P717 Beam/Joist Deck/Board Yes Yes CEM1–3 P719 Beam/Joist Deck/Board Yes Yes CEM3-r–2 P726 Beam/Joist Deck/Board Yes No CEM1-3 P732 Beam/Joist Deck/Board Yes Yes CEM3-r–2 P734 Beam/Joist Deck/Board Yes Yes CEM1–2 P736 Beam/Joist Deck/Board Yes Yes CEM1–2 P739 Beam/Joist Deck/Board Yes Yes CEM1–2 P740 Beam/Joist Deck/Board Yes Yes CEM1-2 P741 Beam/Joist Deck/Board Yes Yes CEM1–2 P742 Beam/Joist Deck/Board Yes Yes CEM1–2 P815 Beam/Joist Deck/Board Yes Yes SF1–2 P816 Beam/Joist Deck/Board Yes Yes SF1–2 P907 Beam/Joist Insulating Concrete Yes No No1–2 P908 Beam/Joist Insulating Concrete Yes No No1–2 P920 Beam/Joist Insulating Concrete Yes No No1–2 P921 Beam/Joist Insulating Concrete Yes No No1–2 P922 Beam/Joist Insulating Concrete Yes No No1–2 P923 Beam/Joist Insulating Concrete Yes No No1–2 P925 Beam/Joist Insulating Concrete Yes No No1–2 P926 Beam/Joist Insulating Concrete Yes No No1–2 P927 Beam/Joist Insulating Concrete Yes No No1–2 P928 Beam/Joist Insulating Concrete Yes No No1–2 P929 Beam/Joist Insulating Concrete Yes No No1–2 P930 Beam/Joist Insulating Concrete Yes No No1–2 P936 Beam/Joist Insulating Concrete Yes No No1–2 P937 Beam/Joist Insulating Concrete Yes No No

1 “B”= PLB and HSB; PLB and B FORMLOK; “N”= PLN and N; PLN and N FORMLOK; “W2”= PLW2 and W2 FORMLOK “W3” = PLW3 and W3 FORMLOK; “VERCOR”= 15-qy Deep VERCOR

2 Spray-applied fire resistive materials: Cementitious (CEM), Sprayed Fiber (SF)

References:

UL Fire Resistance Directory (2007 edition used above)ICBO ES Report ER-2078P for Verco Steel DeckCity of Los Angeles Research Report RR23789

Notes:1. Refer to UL Fire Resistance Directory, ICBO ES Report ER-2078P for Verco Steel Deck, or municipality requirements for

full details of construction, including usage limitations and mesh requirements.2. Code compliant VERCO gray primer paint is formulated for compatibility with spray-applied fireproofing.3. Also see various UL assemblies for “unclassified” listings that may apply to VERCO decks.4. Verco Decking, Inc., assumes no responsibility for adhesion of any spray-applied fireproofing material, nor for any treat-

ment, cleaning, or surface preparation of the deck surface required for adhesion of fire protection material.5. Protected assemblies have spray-applied fireproofing applied directly to the underside of the deck.

Unprotected (D9XX Series) assemblies do not require spray-applied fireproofing applied to the underside of the deck.6. Sidelap fastening with the PunchLok® tool, button punches, or seam welds is required for fluted decks except for P717,

P719, P732, P739, P741, P923, and P929 which also allow screws.


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Roof Deck Accessories

Neoprene Closures • Individual plugs 1 in. (25 mm) thick

Steel Profile Closures • 22 gage

Sump Pan • 14 gage• Flat recessed

Topside Closure

Underside Closure

Topside Closure – Sidelap

Topside Closure

Underside Closure



Underside Profile Closure

Topside Profile Closure

Underside Profile Closure

1½" (38 mm)

30"(762 mm)

34" (864 mm)

PLB-36 or HSB-36

PLN-24 or N-24

PLB-36 or HSB-36

PLN-24 or N-24


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Specification 05311 Steel Roof DeckShort Form

Steel Roof Deck shall be manufactured and labeled by Verco in depths and gages shown on the struc-tural drawings. Deck and accessories shall be formed of either (select one) galvanized or primer painted steel conforming to current ASTM criteria. Interlocking sidelaps are formed with standing seam allowing connection with PunchLok® tool (insert Top Seam Welds **OR** Button Punches **OR** Screws, if the PunchLok® system is not utilized). Attachments to comply with diaphragm shear requirements shown on structural drawings and in accordance with ICBO ES Report ER-2078P of the International Conference of Building Officials.

Standard Form CSI 3-Part Section Format

PART 1 -- GENERAL1.01 WORK INCLUDED

A. The extent of steel decking is shown on the drawings, including basic layout, types of deck units, and attach-ment required.

1.02 RELATED WORK SPECIFIED ELSEWHEREA. Structural Steel Framing: Section 05100.B. Rigid Insulation: Section 07240.

**OR**B. Insulating Concrete: Section 03341.C. Roofing: Section 07500.D. Painting: Section 09900.E. Flashing and Sheet Metal: Section 07600.F. Fireproofing: Section 07250.

1.03 WORK FURNISHED BUT NOT INSTALLEDA. Acoustical batts: Section 07500.

1.04 QUALITY ASSURANCEA. Codes and Standards:

1. AISI, “Specification for the Design of Cold-Formed Steel Structural Members.”

2. AWS D1.3, “Structural Welding Code – Sheet Steel.”

3. ASTM, designations as specified.4. ICBO ES Report ER-2078P.5. Factory Mutual Approval Guide.6. 1997 Uniform Building Code, Chapter 22, Divi-

sion VII, Chapter 22, or 2000 International Building Code, Chapter 22, Specification for the Design of Cold-Formed Steel Structural Mem-bers.

1.05 PERFORMANCE REQUIREMENTSA. Diaphragm Shear Capacity:

The gage, attachment to supports, and PunchLok® sidelap connections (VSC) of the deck are designed to provide a diaphragm shear capacity and flexibility in accordance with ICBO ES Report ER-2078P. Other ICBO approved systems will be acceptable as an equal only if they meet the required diaphragm shear capacity and flexibility shown on the struc-tural drawings. The proposed sidelap connection shall be hazard-free with no exposed sharp edges that can cut cables or hoses, and shall allow mea-surement-free visual inspection.

Notes To Specifier

For installation over roof deck.

For field painting of deck if factory primer painted deck is to be finish painted after installation.

For installation by roofing contractor. Delete if not acoustical deck.

American Iron & Steel Institute.

American Welding Society

American Society for Testing & Materials.International Conference of Building Officials.Delete if not PLBFM or HSBFM deck or if

Factory Mutual approval is not required.

Delete if PunchLok® system not utilized.VSC = Verco Sidelap Connection made with

the PunchLok® tool.


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Standard Form CSI 3-Part Section Format (cont.)

B. Factory Mutual Listing:Provide PLBFM or HSBFM Roof Deck units which have been evaluated by Factory Mutual and are listed in the Factory Mutual Approval Guide for “Class 1” fire rated construction.

1.06 SUBMITTALSA. Shop Drawings:

1. Deck layout, framing, and supports, with dimen-sions, and sections.

2. Type and location of attachments.3. PunchLok® sidelap connection spacing.4. Details of accessories.5. Deck manufacturer with profiles, properties, ver-

tical loads, shear capacities, and flexibility fac-tors.

1.07 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Steel Deck1. Do not bend or mar decking.2. Store off ground with one end elevated for drain-

age.3. Cover with waterproof material, ventilated to

avoid condensation.4. Architecturally exposed deck shall be appropri-

ately packaged or protected to minimize damage during shipment.

B. Acoustic Insulation1. Store in enclosed area protected from weather.

PART 2 – PRODUCTS2.01 MATERIALS

A. Cold Rolled Steel: ASTM A 611, Grade C, or ASTM A 1008, SS, Grade 33 minimum, minimum yield 38 ksi.

1. Primer painted finish: Acrylic primer applied to steel which has been cleaned and chemically pre-treated. The gray primer is applied by a roller coat process and oven cured having a 0.3 mil nominal dry film thickness each side.

** OR **A. Galvanized Steel: ASTM A 653, SS, Grade 33, mini-

mum yield 38 ksi.1. Zinc coated per ASTM A653, G60.2. Factory Primer Painted Gray: The gray primer is

applied by a roller coat process and oven cured having a 0.3 mil nominal dry film thickness on side exposed to view.

** OR **2. Factory Primer Painted Double White: The dou-

ble thickness white primer is applied by a roller coat process and oven cured having a 0.6 mil nominal thickness on side exposed to view.

** OR **A. Galvanized Steel: ASTM A 653, SS, Grade 80

1. Zinc coated per ASTM A653, G90.

Notes to Specifier (cont.)

Delete if Factory Mutual approval is not required.

Delete if the PunchLok® system is not utilized and insert Top Seam Welds **OR** Button Punches **OR** Screws.

Delete if deck is used for normal structural applications not requiring special packaging and handling.

Delete if not acoustical deck.

For primer painted deck.Delete if PLN™-24 or N-24.

For galvanized deck.Delete if PLN™-24 or N-24.

Select if gray primer over galvanized.

Select if double white primer over galvanized.

For galvanized Deep VERCOR™ deck.


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B. Acoustical Insulation Batts: Glass fiber strips cut to proper width.

2.02 FABRICATIONA. General: Form deck units in lengths to span 3 or more

supports, with 2" minimum end laps and interlocking sidelaps formed with standing seam allowing connec-tion with PunchLok® tool.

B. Roof Deck Units: Provide deck configurations manufac-tured and labeled by Verco as follows:

1. Type PLB™-36, __ gage, 36” wide, 1½" deep, having minimum I = __ in4, S =__ in3 with ShearTranz® II-42.

** OR **1. Type HSB®-36, ___ gage, 36”wide, 1½" deep,

having minimum I = ___ in4 and S = ___ in3

with ShearTranz® II ** OR ** ShearTranz®. ** OR **

1. Type HSB®-36-SS, ___ gage, 36”wide, 1½" deep, having minimum I = ____ in4 and S = ____ in3

with ShearTranz® II ** OR ** ShearTranz®. ** OR **

1. Type PLN™-24, ___ gage, 24" wide, 3” deep, having minimum I = ____ in4 and S = ____ in3.

** OR **1. Type N-24, ___ gage, 24" wide, 3" deep, having

minimum I = ____ in4 and S = ____ in3 with ShearTranz®.

** OR **1. System 80, ____ gage, 36" wide, 1½" deep, having

minimum I = ___ in4 and S = ___ in3. Provide fac-tory punched vent tabs projecting upwards in interior bottom flanges at approximately 6" on center and ShearTranz® at shear collectors.

** OR **1. Deep VERCOR™, ___ gage, 36” wide, 15-qy" deep,

having minimum I = ____ in4 and S = ____ in3

with VentLok louvers in each web **OR** side-lap vents at approximately 10" on center.

C. Acoustical Deck1. Type ____ deck.

Vertical webs except at side joint perforated with 5-ew" diameter holes on staggered 7-qy" centers to provide ___ Noise Reduction Coefficient. NRC of completed assembly shall be as determined by tests in accordance with ASTM designation C423 conducted by Riverbank Acoustical Laboratories.

2.03 ACCESSORIESA. Metal Accessories: Same gage as decking except

where noted on drawings.B. Steel profile closures.


Delete if not acoustical decking.

Delete if Deep VERCOR™ Deck.Delete if PunchLok® system not utilized.

Designate gage: 22, 20, 18, or 16.Designate I & S values.Delete if not required.

Designate gage: 22, 20, 18, or 16.Designate I & S values.Select ShearTranz® system. Delete if not

required.For screw fastened sidelaps. Designate gage:

22, 20, 18, or 16. Designate I & S values.Select ShearTranz® system. Delete if not

required.Designate gage: 22, 20, 18, or 16.Designate I & S values.

Designate gage: 22, 20, 18, or 16.Designate I & S values.Delete if not required.

Designate gage: 22, 20, or 18.Designate I & S values.

Designate gage: 26, 24, 22, or 20.Designate I & S values.Select type of venting. Delete if not required.

26 gage VentLok not available.Delete if not acoustical deck.Select PLB™-36, HSB®-36, PLN™-24, or N-24. Delete if PLN™-24 or N-24.

Designate 0.80 NRC for PLB™-36 and HSB®-36 or 0.85 for PLN™-24 and N-24.

Delete if not required.


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PART 3 – EXECUTION3.01 INSPECTION

A. Check supporting members for correct layout and alignment.

B. Verify that surfaces to receive roof deck are free of debris.

C. Do not proceed with installation until defects are cor-rected.

D. Verify deck is labeled for PunchLok® System use.3.02 INSTALLATION

A. General: Install roof deck units and accessories in accordance with approved shop drawings.

B. Placing Roof Deck Units:1. Position on supporting steel framework and

adjust to final position with ends bearing a mini-mum of 2 in.

2. Ends of units shall be lapped a minimum of 2 in. over supports.

3. Mark supports at regular intervals to maintain alignment and proper spacing.

C. Fastening Deck Units To Supports:1. Secure with 1/2 in. effective diameter arc spot

welds. ** OR **

1. Secure with Pneutek fasteners. ** OR **

1. Secure with Hilti fasteners. ** OR **

1. Secure with Buildex screws. ** OR **

1. Secure to supporting members with plug welds through 3-i" diameter hole in 14 gage weld washer.

D. Connecting Sidelaps:1. Use Verco PunchLok® tool to create interlocking

VSC connection at spacing designated on the shop/erection drawings. VSC’s may be made in either direction.

** OR **1. Connect sidelap as shown on approved shop/erec-

tion drawings.3.03 PROTECTION

A. Do not use deck units for storage or working platforms until permanently secured in position.

B. Construction loads must not exceed carrying capacity of deck.

** End of Section **


Delete if PunchLok® system not utilized.

PLB™-36 deck only.

PLB™-36 deck only.

Deep VERCOR™ only.

Deep VERCOR™ only.

Delete if PunchLok® system not utilized.VSC = Verco Sidelap Connection made with

the PunchLok® tool.


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Metric (SI) Conversions

Note: “Metric” is the common term used to refer to measurements denoted by the formal term“Standard International” or “SI.”

Conversion factors and notation as per IEEE/ASTM SI 10-1997 and common mathematical practices. The values in this catalog were determined in standard US units and soft converted to SI units. Soft conversion denotes the mathematical conversion of standard US units to metric units with little or no rounding.

Allowable uniform loads as well as deck weights are converted to N/m2 for ease of use in calcu-lations and comparisons. A pascal is equivalent to N/m2.

US Multiplied by = Metric US Multiplied by = Metric

Length

in. x 25.4 = mm

Mass

oz x 28.34952 = g

in. x 2.54 = cm lb x 0.4535924 = kg

ft x 304.8 = mm plf x 1.488164 = kg/m

ft x 30.48 = cm psf x 4.882428 = kg/m2

ft x 0.3048 = m pcf x 16.01846 = kg/m3

Area

in.2 x 645.16 = mm2

Force

lb x 4.448222 = N

in.2 x 6.4516 = cm2 plf x 14.5939 = N/m

ft2 x 0.09290304 = m2 psi x 6.894757 = kN/m2

Volume

in.3 x 16,387.06 = mm3 psf x 47.88026 = N/m2

in.3 x 16.38706 = cm3in.-lb x 0.1129848 = Nm (kNm)

ft3 x 0.02831685 = m3 (in.-kips)

Moments of Inertia

in.4 x 416231.4 = mm4in.-lb/ft x 0.3706850 = Nm/m

in.4 x 41.62314 = cm4 (in.-kips/ft) (kNm/m)

in.4/ft x 1365588 = mm4/m Flexibility in./lb x 106 x 5.71015 = mm/N x 106

in.4/ft x 136.5588 = cm4/m Galvanizing oz/ft2 x 305.15169 = g/m 2

Section Modulus

in.3/ft x 53763 = mm3/m Paint mil x 0.0254 = mm

in.3/ft x 53.763 = cm3/m

Metric Definitions

m meter

cm centimeter

mm millimeter

g gram

kg kilogram

N Newton

Pa Pascal


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Using the Tables These illustrations highlight important considerations for using the deck tables. The values in the tables were determined in standard US units and soft converted to SI units. Allowable uniform loads as well as deck weights were converted to N/m2 for ease of use in calculations and comparisons.

ALLOWABLE UNIFORM LOADS (psf, N/m2)

SPAN GAGE

SPAN (ft-in., mm)

4’-0” 5’-0” 5’-6” 6’-0” 6’-6” 7’-0” 7’-6” 8’-0” 8’-6” 9'-0” 9’-61,220 1,520 1,680 1,830 1,980 2,130 2,290 2,440 2,590 2,740 2,90

SIN

GL

E 22STRESS

178 114 94 79 67 58 51 44 39 35 318,523 5,458 4,501 3,783 3,208 2,777 2,442 2,107 1,867 1,676 1,48

L/240 92 69 53 42 34 27 22 19 16 13

4,405 3,304 2,538 2,011 1,628 1,293 1,053 910 766 622

20STRESS

223 143 118 99 85 73 64 56 49 44 4010,677 6,847 5,650 4,740 4,070 3,495 3,064 2,681 2,346 2,107 1,91

Type PLB™-36 or HSB®-36 11-w" (38 mm) Deep Roof Deck Primer Painted or Galvanized

Allowable Uniform Load due to stress

Allowable Uniform Load due to deflection

How to use the uniform load tables:

1. Determine the total load and the live load for the roof deck.

2. Using the total load, select the gage and the span with equal or greater value for stress.

3. Using the live load, select the gage and the span with equal or greater value for L/240 deflection.

4. Select the gage and the span for the roof deck that meets the criteria of both steps 2 and 3.

Allowable Diaphragm Shear Values, q (plf, kN/m) and Flexibility Factors, F ((in./lb)x106, (mm/N)x106)

GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"

1,220 1,520 1,830 2,130 2,440 2,740 3,050

22

VSC @ 24"q

792 707 620 592 544 535 50511.56 10.32 9.05 8.64 7.94 7.81 7.37

F 8.1+22R 7.8+17R 9.2+15R 8.8+12R 10.0+11R 9.5+10R 10.5+9R46.3+126R 44.5+97R 52.5+86R 50.2+69R 57.1+63R 54.2+57R 60.0+51R

VSC @ 18"q

836 743 655 621 599 561 55412.20 10.84 9.56 9.06 8.74 8.19 8.09


q873 774 713 673 646 628 616

12.74 11.30 10.41 9.82 9.16 8.99

Type PLB™-36 7 Weld Pattern at Supports Sidelaps Connected with PunchLok® Tool Primer Painted or Galvanized

Sidelap Attachment Type and Spacing (VSC = Verco Sidelap Connection made

with PunchLok® tool)

Diaphragm Shear Capacity (q) and Flexibility Factors (F) based on sidelaps attached with VSC’s at 24" oc and 36/7 weld pattern

at supports

(Examples above are from the tables on pages 27 and 46.)


Type PLB™-36 or HSB®-36 1½" (38 mm) Deep Roof Deck Primer Painted or Galvanized

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Dimensions

Deck Weight and Section Properties

Attachment Patterns to Supports

Gage

Weight (psf, N/m2) Properties per ft (m) of Width Allowable Reactions per ft (m) of Width (lb, N)

GalvG60Z180 Painted

I in.4mm4

+Sin. 3

mm3

–Sin. 3

mm3

End Bearing Interior Bearing

2"51 mm

3"76 mm

4"102 mm

3"76 mm

4"102 mm

22 1.9 1.8 0.175 0.187 0.198 487 585 683 1250 149891.0 86.2 238,978 10,054 10,645 7,107 8,537 9,968 18,242 21,862

20 2.3 2.2 0.216 0.235 0.248 665 784 903 1790 2118110.1 105.3 294,967 12,634 13,333 9,705 11,442 13,178 26,123 30,910

18 2.9 2.8 0.302 0.322 0.335 1226 1407 1588 3062 3551138.9 134.1 412,408 17,312 18,011 17,892 20,534 23,175 44,687 51,823

16 3.5 3.4 0.377 0.411 0.417 2208 2484 2761 4789 5266167.6 162.8 514,827 22,097 22,419 32,223 36,251 40,294 69,890 76,851

Note: Bending strength limited to 22,800 psi (157,200 kPa).

36/4

36/5

36/6

36/7

Metric Conversions

11-w” 38 mm

13-r” 44 mm

21-w” 64 mm

3” 76 mm

31-w” 89 mm

6” 152 mm

36” 914 mm

Overlapping Sidelap Available 30" Wide –

Special Order

13-r”36”

6”21-w”31-w”

11-w”

PLB-36 or HSB-36 HSB-SS-36

Standard Interlocking Sidelap

Screw Fastened Sidelap

HSB-30 NESTABLE


Type PLB™-36 or HSB®-361½" (38 mm) Deep Roof Deck

Primer Painted or Galvanized

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ALLOWABLE UNIFORM LOADS (psf, N/m2)

SPAN GAGE

SPAN (ft-in., mm)

4'-0" 5'-0" 5'-6" 6'-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"1,220 1,520 1,680 1,830 1,980 2,130 2,290 2,440 2,590 2,740 2,900 3,050 3,200 3,350 3,500 3,660

SIN

GL

E

22STRESS

178 114 94 79 67 58 51 44 39 35 31 288,523 5,458 4,501 3,783 3,208 2,777 2,442 2,107 1,867 1,676 1,484 1,341

L/240 92 69 53 42 34 27 22 19 16 13 11

4,405 3,304 2,538 2,011 1,628 1,293 1,053 910 766 622 527

20STRESS

223 143 118 99 85 73 64 56 49 44 40 36 32 30 27 2510,677 6,847 5,650 4,740 4,070 3,495 3,064 2,681 2,346 2,107 1,915 1,724 1,532 1,436 1,293 1,197

L/240222 113 85 66 52 41 34 28 23 19 17 14 12 11 9 8

10,629 5,410 4,070 3,160 2,490 1,963 1,628 1,341 1,101 910 814 670 575 527 431 383

18STRESS

300 196 162 136 116 100 87 76 68 60 54 49 44 40 37 3414,364 9,385 7,757 6,512 5,554 4,788 4,166 3,639 3,256 2,873 2,586 2,346 2,107 1,915 1,772 1,628

L/240 159 119 92 72 58 47 39 32 27 23 20 17 15 13 11

7,613 5,698 4,405 3,447 2,777 2,250 1,867 1,532 1,293 1,101 958 814 718 622 527

16STRESS

300 250 207 174 148 127 111 98 86 77 69 62 57 52 47 4314,364 11,970 9,911 8,331 7,086 6,081 5,315 4,692 4,118 3,687 3,304 2,969 2,729 2,490 2,250 2,059

L/240 198 149 115 90 72 59 48 40 34 29 25 21 19 16 14

9,480 7,134 5,506 4,309 3,447 2,825 2,298 1,915 1,628 1,389 1,197 1,005 910 766 670

DO

UB

LE

22STRESS

188 120 99 84 71 61 54 47 42 37 33 309,001 5,746 4,740 4,022 3,399 2,921 2,586 2,250 2,011 1,772 1,580 1,436

L/240 32 28

1,532 1,341

20STRESS

236 151 125 105 89 77 67 59 52 47 42 38 34 31 29 2611,300 7,230 5,985 5,027 4,261 3,687 3,208 2,825 2,490 2,250 2,011 1,819 1,628 1,484 1,389 1,245

L/240 47 40 34 29 26 22 20

2,250 1,915 1,628 1,389 1,245 1,053 958

18STRESS

300 204 168 141 121 104 91 80 70 63 56 51 46 42 39 3514,364 9,768 8,044 6,751 5,794 4,980 4,357 3,830 3,352 3,016 2,681 2,442 2,202 2,011 1,867 1,676

L/240 56 48 41 36 31 28

2,681 2,298 1,963 1,724 1,484 1,341

16STRESS

300 254 210 176 150 129 113 99 88 78 70 63 57 52 48 4414,364 12,162 10,055 8,427 7,182 6,177 5,410 4,740 4,213 3,735 3,352 3,016 2,729 2,490 2,298 2,107

L/240 70 60 51 45 39 34

3,352 2,873 2,442 2,155 1,867 1,628

TR

IPL

E

22STRESS

235 150 124 105 89 77 67 59 52 46 42 3811,252 7,182 5,937 5,027 4,261 3,687 3,208 2,825 2,490 2,202 2,011 1,819

L/240 100 79 63 51 42 35 30 25 22

4,788 3,783 3,016 2,442 2,011 1,676 1,436 1,197 1,053

20STRESS

295 188 156 131 112 96 84 74 65 58 52 47 43 39 36 3314,125 9,001 7,469 6,272 5,363 4,597 4,022 3,543 3,112 2,777 2,490 2,250 2,059 1,867 1,724 1,580

L/240 124 97 78 63 52 44 37 31 27 23 20 18 15

5,937 4,644 3,735 3,016 2,490 2,107 1,772 1,484 1,293 1,101 958 862 718

18STRESS

300 255 210 177 151 130 113 99 88 79 71 64 58 53 48 4414,364 12,209 10,055 8,475 7,230 6,224 5,410 4,740 4,213 3,783 3,399 3,064 2,777 2,538 2,298 2,107

L/240 173 136 109 89 73 61 51 44 37 32 28 25 22

8,283 6,512 5,219 4,261 3,495 2,921 2,442 2,107 1,772 1,532 1,341 1,197 1,053

16STRESS

300 300 262 220 188 162 141 124 110 98 88 79 72 65 60 5514,364 14,364 12,545 10,534 9,001 7,757 6,751 5,937 5,267 4,692 4,213 3,783 3,447 3,112 2,873 2,633

L/240 216 170 136 111 91 76 64 54 47 40 35 31 27

10,342 8,140 6,512 5,315 4,357 3,639 3,064 2,586 2,250 1,915 1,676 1,484 1,293


Type PLN™-24 or N-24 3" (76 mm) Deep Roof Deck Primer Painted or Galvanized

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Dimensions


Attachment Patterns to Supports

Gage

Weight (psf, N/m2) Properties per ft (m) of Width Allowable Reactions per ft (m) of Width (lb, N)

GalvG60Z180 Painted

I in.4mm4

+Sin. 3

mm3

–Sin. 3

mm3

End Bearing Interior Bearing

2"51 mm

3"76 mm

4"102 mm

4"102 mm

5"127 mm

22 2.2 2.1 0.655 0.394 0.454 349 419 489 1104 1287105.3 100.5 894,460 21,183 24,408 5,093 6,115 7,136 16,112 18,782

20 2.6 2.5 0.837 0.508 0.562 486 572 659 1582 1828124.5 119.7 1,142,997 27,312 30,215 7,093 8,348 9,617 23,088 26,678

18 3.5 3.4 1.223 0.731 0.776 916 1051 1186 2695 3066167.6 162.8 1,670,114 39,301 41,720 13,368 15,338 17,308 39,331 44,745

16 4.2 4.1 1.647 0.950 1.005 1670 1879 2088 4033 4532201.1 196.3 2,249,123 51,075 54,032 24,372 27,422 30,472 58,857 66,140

Note: Bending strength limited to 20,000 psi (137,895 kPa).

24/4

Metric Conversions

17-i" 48 mm

25-i” 67 mm

3” 76 mm

53-i” 137 mm

8” 203 mm

24” 610 mm

24”17-i"

8”25-i”53-i”

PLN-24 or N-24 N-24-SS

Standard Interlocking Sidelap

Screw Fastened Sidelap

3”

Type PLN™-24 or N-243" (76 mm) Deep Roof Deck



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ALLOWABLE UNIFORM LOADS (psf, N/m 2 )

SPAN GAGE

SPAN (ft-in., mm)6'-0" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 13'-0" 14'-0" 15'-0" 16'-0"1,830 2,130 2,290 2,440 2,590 2,740 2,900 3,050 3,200 3,350 3,500 3,660 3,960 4,270 4,570 4,880

SIN

GL

E

22STRESS

146 107 93 82 73 65 58 53 48 43 40 36 31 27 23 216,991 5,123 4,453 3,926 3,495 3,112 2,777 2,538 2,298 2,059 1,915 1,724 1,484 1,293 1,101 1,005

L/240 70 59 50 43 37 32 28 25 20 16 13 10

3,352 2,825 2,394 2,059 1,772 1,532 1,341 1,197 958 766 622 479

20STRESS

188 138 120 106 94 84 75 68 61 56 51 47 40 35 30 269,001 6,607 5,746 5,075 4,501 4,022 3,591 3,256 2,921 2,681 2,442 2,250 1,915 1,676 1,436 1,245

L/240 89 75 64 55 47 41 36 32 25 20 16 13

4,261 3,591 3,064 2,633 2,250 1,963 1,724 1,532 1,197 958 766 622

18STRESS

271 199 173 152 135 120 108 97 88 81 74 68 58 50 43 3812,976 9,528 8,283 7,278 6,464 5,746 5,171 4,644 4,213 3,878 3,543 3,256 2,777 2,394 2,059 1,819

L/240 131 110 94 80 69 60 53 46 37 29 24 20

6,272 5,267 4,501 3,830 3,304 2,873 2,538 2,202 1,772 1,389 1,149 958

16STRESS

300 259 225 198 175 156 140 127 115 105 96 88 75 65 56 4914,364 12,401 10,773 9,480 8,379 7,469 6,703 6,081 5,506 5,027 4,597 4,213 3,591 3,112 2,681 2,346

L/240 148 126 108 93 81 71 63 49 39 32 26

7,086 6,033 5,171 4,453 3,878 3,399 3,016 2,346 1,867 1,532 1,245

DO

UB

LE

22STRESS

168 124 108 95 84 75 67 61 55 50 46 42 36 31 27 248,044 5,937 5,171 4,549 4,022 3,591 3,208 2,921 2,633 2,394 2,202 2,011 1,724 1,484 1,293 1,149

L/240

20STRESS

208 153 133 117 104 93 83 75 68 62 57 52 44 38 33 299,959 7,326 6,368 5,602 4,980 4,453 3,974 3,591 3,256 2,969 2,729 2,490 2,107 1,819 1,580 1,389

L/240

18STRESS

287 211 184 162 143 128 115 103 94 86 78 72 61 53 46 4013,742 10,103 8,810 7,757 6,847 6,129 5,506 4,932 4,501 4,118 3,735 3,447 2,921 2,538 2,202 1,915

L/240

16STRESS

300 273 238 209 185 165 148 134 122 111 101 93 79 68 60 5214,364 13,071 11,396 10,007 8,858 7,900 7,086 6,416 5,841 5,315 4,836 4,453 3,783 3,256 2,873 2,490

L/240

TR

IPL

E

22STRESS

210 154 135 118 105 93 84 76 69 63 57 53 45 39 34 3010,055 7,374 6,464 5,650 5,027 4,453 4,022 3,639 3,304 3,016 2,729 2,538 2,155 1,867 1,628 1,436

L/240 61 53 47 37 30 24 20

2,921 2,538 2,250 1,772 1,436 1,149 958

20STRESS

260 191 167 146 130 116 104 94 85 77 71 65 55 48 42 3712,449 9,145 7,996 6,991 6,224 5,554 4,980 4,501 4,070 3,687 3,399 3,112 2,633 2,298 2,011 1,772

L/240 68 60 47 38 31 25

3,256 2,873 2,250 1,819 1,484 1,197

18STRESS

300 264 230 202 179 160 143 129 117 107 98 90 77 66 57 5114,364 12,640 11,012 9,672 8,571 7,661 6,847 6,177 5,602 5,123 4,692 4,309 3,687 3,160 2,729 2,442

L/240 88 69 55 45 37

4,213 3,304 2,633 2,155 1,772

16STRESS

300 300 298 262 232 207 186 168 152 138 127 116 99 85 74 6514,364 14,364 14,268 12,545 11,108 9,911 8,906 8,044 7,278 6,607 6,081 5,554 4,740 4,070 3,543 3,112

L/240 93 74 60 50

4,453 3,543 2,873 2,394


Type PLB™-36 7 Pneutek® Fastener Pattern at Supports

K66 at Supports 0.281" (7.1 mm) thick and thickerK64 at Supports 0.187-0.312" (4.7-7.9 mm) thick

Sidelaps Connected with PunchLok® Tool Primer Painted or Galvanized

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GAGE

SIDELAP ATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0" 2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

22

VSC @ 24"q 823 781 678 653 592 582 540

12.01 11.40 9.89 9.53 8.64 8.49 7.88


VSC @ 18"q 933 843 733 698 671 617 604

13.62 12.30 10.70 10.19 9.79 9.00 8.81


VSC @ 12"q 1003 897 826 776 738 708 684

14.64 13.09 12.05 11.32 10.77 10.33 9.98


VSC @ 8"q 1121 1033 940 903 850 830 753

16.36 15.08 13.72 13.18 12.40 12.11 10.99


VSC @ 6"q 1220 1110 1036 984 944 913 753

17.80 16.20 15.12 14.36 13.78 13.32 10.99


VSC @ 4"q 1387 1273 1197 1143 1102 929 753

20.24 18.58 17.47 16.68 16.08 13.56 10.99


20

VSC @ 24"q 981 1008 810 843 720 751 665 693 627

14.32 14.71 11.82 12.30 10.51 10.96 9.70 10.11 9.15

F 6.3+13R 7.0+10R 9.3+8R 10.0+7R 12.5+6R 13.3+6R 16.0+5R 16.7+5R 19.6+4R36.0+74R 40.0+57R 53.1+46R 57.1+40R 71.4+34R 75.9+34R 91.4+29R 95.4+29R 111.9+23R

VSC @ 18"q 1203 1088 947 902 867 798 781 767 688

17.56 15.88 13.82 13.16 12.65 11.65 11.40 11.19 10.04


VSC @ 12"q 1295 1158 1068 1003 954 916 885 818 688

18.90 16.90 15.59 14.64 13.92 13.37 12.92 11.94 10.04


VSC @ 8"q 1447 1335 1215 1168 1099 1075 990 818 688

21.12 19.48 17.73 17.05 16.04 15.69 14.45 11.94 10.04


VSC @ 6"q 1576 1435 1340 1272 1222 1182 990 818 688

23.00 20.94 19.56 18.56 17.83 17.25 14.45 11.94 10.04


VSC @ 4"q 1793 1647 1549 1479 1427 1223 990 818 688

26.17 24.04 22.61 21.58 20.83 17.85 14.45 11.94 10.04


K66 = Pneutek K66062 or K66075 fastenersK64 = Pneutek K64062 fastenerVSC = Verco Sidelap Connection


Type PLB™-367 Pneutek® Fastener Pattern at Supports

K66 at Supports 0.281" (7.1 mm) thick and thickerK64 at Supports 0.187-0.312" (4.7-7.9 mm) thickSidelaps Connected with PunchLok® Tool


PL

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GAGE

SIDELAP ATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0" 2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

18

VSC @ 24"q 1260 1302 1047 1094 935 978 866 904 819

18.39 19.00 15.28 15.97 13.65 14.27 12.64 13.19 11.95


VSC @ 18"q 1678 1523 1311 1267 1221 1124 1102 1084 1023

24.49 22.23 19.13 18.49 17.82 16.40 16.08 15.82 14.93


VSC @ 12"q 1809 1624 1500 1412 1346 1294 1253 1219 1057

26.40 23.70 21.89 20.61 19.64 18.88 18.29 17.79 15.43


VSC @ 8"q 2029 1878 1713 1650 1555 1523 1460 1257 1057

29.61 27.41 25.00 24.08 22.69 22.23 21.31 18.34 15.43


VSC @ 6"q 2215 2022 1893 1801 1731 1678 1521 1257 1057

32.33 29.51 27.63 26.28 25.26 24.49 22.20 18.34 15.43


VSC @ 4"q 2526 2327 2194 2099 2027 1878 1521 1257 1057

36.86 33.96 32.02 30.63 29.58 27.41 22.20 18.34 15.43


16

VSC @ 24"q 1518 1576 1269 1331 1139 1194 1058 1107 1003

22.15 23.00 18.52 19.42 16.62 17.43 15.44 16.16 14.64


VSC @ 18"q 2057 1926 1594 1596 1555 1392 1407 1386 1287

30.02 28.11 23.26 23.29 22.69 20.31 20.53 20.23 18.78


VSC @ 12"q 2284 2058 1907 1799 1717 1654 1604 1562 1478

33.33 30.03 27.83 26.25 25.06 24.14 23.41 22.80 21.57


VSC @ 8"q 2571 2390 2184 2109 1990 1953 1874 1759 1478

37.52 34.88 31.87 30.78 29.04 28.50 27.35 25.67 21.57


VSC @ 6"q 2813 2577 2418 2305 2220 2154 2101 1759 1478

41.05 37.61 35.29 33.64 32.40 31.44 30.66 25.67 21.57


VSC @ 4"q 3219 2975 2811 2694 2606 2538 2129 1759 1478

46.98 43.42 41.02 39.32 38.03 37.04 31.07 25.67 21.57


K66 = Pneutek K66062 or K66075 fastenersK64 = Pneutek K64062 fastenerVSC = Verco Sidelap Connection



SDK63 at Supports 0.155-0.250" (3.9-6.4 mm) thick Sidelaps Connected with PunchLok® Tool Primer Painted or Galvanized

PL

B™

PN

EU

TE

K


GAGE

SIDELAP ATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0" 2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

22

VSC @ 24"q 782 742 644 621 562 553 513

11.41 10.83 9.40 9.06 8.20 8.07 7.49


VSC @ 18"q 887 801 697 663 637 586 574

12.94 11.69 10.17 9.68 9.30 8.55 8.38


VSC @ 12"q 953 852 785 737 701 673 650

13.91 12.43 11.46 10.76 10.23 9.82 9.49


VSC @ 8"q 1065 982 893 858 807 789 753

15.54 14.33 13.03 12.52 11.78 11.51 10.99


VSC @ 6"q 1159 1055 985 934 897 867 753

16.91 15.40 14.37 13.63 13.09 12.65 10.99


VSC @ 4"q 1318 1210 1138 1086 1047 929 753

19.23 17.66 16.61 15.85 15.28 13.56 10.99


20

VSC @ 24"q 932 958 770 801 684 714 632 658 596

13.60 13.98 11.24 11.69 9.98 10.42 9.22 9.60 8.70


VSC @ 18"q 1143 1034 899 857 824 758 742 728 687

16.68 15.09 13.12 12.51 12.03 11.06 10.83 10.62 10.03


VSC @ 12"q 1230 1101 1014 952 906 870 841 817 688

17.95 16.07 14.80 13.89 13.22 12.70 12.27 11.92 10.04


VSC @ 8"q 1375 1268 1155 1109 1044 1021 978 818 688

20.07 18.51 16.86 16.18 15.24 14.90 14.27 11.94 10.04


VSC @ 6"q 1498 1363 1273 1209 1160 1123 990 818 688

21.86 19.89 18.58 17.64 16.93 16.39 14.45 11.94 10.04


VSC @ 4"q 1703 1564 1472 1405 1356 1223 990 818 688

24.85 22.82 21.48 20.50 19.79 17.85 14.45 11.94 10.04


SDK63 = Pneutek SDK63075 fastenerVSC = Verco Sidelap Connection



SDK63 at Supports 0.155-0.250" (3.9-6.4 mm) thickSidelaps Connected with PunchLok® Tool


PL

B™

PN

EU

TE

K


GAGE

SIDELAP ATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0" 2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

18

VSC @ 24"q 1197 1237 995 1039 888 929 822 859 778

17.47 18.05 14.52 15.16 12.96 13.56 12.00 12.54 11.35


VSC @ 18"q 1594 1446 1246 1203 1160 1068 1047 1030 972

23.26 21.10 18.18 17.56 16.93 15.59 15.28 15.03 14.19


VSC @ 12"q 1718 1543 1425 1341 1278 1229 1190 1158 1057

25.07 22.52 20.80 19.57 18.65 17.94 17.37 16.90 15.43


VSC @ 8"q 1928 1784 1628 1567 1477 1447 1387 1257 1057

28.14 26.04 23.76 22.87 21.56 21.12 20.24 18.34 15.43


VSC @ 6"q 2104 1921 1798 1711 1645 1594 1521 1257 1057

30.71 28.03 26.24 24.97 24.01 23.26 22.20 18.34 15.43


VSC @ 4"q 2400 2211 2084 1994 1926 1873 1521 1257 1057

35.03 32.27 30.41 29.10 28.11 27.33 22.20 18.34 15.43


16

VSC @ 24"q 1442 1498 1206 1264 1082 1134 1005 1052 953

21.04 21.86 17.60 18.45 15.79 16.55 14.67 15.35 13.91


VSC @ 18"q 1954 1829 1514 1516 1477 1322 1337 1317 1222

28.52 26.69 22.10 22.12 21.56 19.29 19.51 19.22 17.83


VSC @ 12"q 2170 1955 1811 1709 1632 1572 1523 1484 1451

31.67 28.53 26.43 24.94 23.82 22.94 22.23 21.66 21.18


VSC @ 8"q 2443 2270 2075 2003 1891 1855 1780 1759 1478

35.65 33.13 30.28 29.23 27.60 27.07 25.98 25.67 21.57


VSC @ 6"q 2673 2448 2297 2190 2109 2046 1996 1759 1478

39.01 35.73 33.52 31.96 30.78 29.86 29.13 25.67 21.57


VSC @ 4"q 3058 2826 2670 2559 2476 2411 2129 1759 1478

44.63 41.24 38.97 37.35 36.13 35.19 31.07 25.67 21.57





SDK61 at Supports 0.113-0.155" (2.9-3.9 mm) thick Sidelaps Connected with PunchLok® Tool Primer Painted or Galvanized

PL

B™

PN

EU

TE

K


GAGE

SIDELAP ATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0" 2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

22

VSC @ 24"q 535 508 441 425 385 378 351

7.81 7.41 6.44 6.20 5.62 5.52 5.12


VSC @ 18"q 607 548 477 454 436 401 393

8.86 8.00 6.96 6.63 6.36 5.85 5.74


VSC @ 12"q 652 583 537 504 480 460 445

9.52 8.51 7.84 7.36 7.01 6.71 6.49


VSC @ 8"q 729 672 611 587 552 540 517

10.64 9.81 8.92 8.57 8.06 7.88 7.55


VSC @ 6"q 793 722 674 639 614 594 577

11.57 10.54 9.84 9.33 8.96 8.67 8.42


VSC @ 4"q 901 828 778 743 716 696 679

13.15 12.08 11.35 10.84 10.45 10.16 9.91


20

VSC @ 24"q 638 655 527 548 468 488 432 451 408

9.31 9.56 7.69 8.00 6.83 7.12 6.30 6.58 5.95


VSC @ 18"q 782 707 615 586 564 519 508 498 470

11.41 10.32 8.98 8.55 8.23 7.57 7.41 7.27 6.86


VSC @ 12"q 841 753 694 652 620 595 575 559 546

12.27 10.99 10.13 9.52 9.05 8.68 8.39 8.16 7.97


VSC @ 8"q 941 868 790 759 714 699 669 660 639

13.73 12.67 11.53 11.08 10.42 10.20 9.76 9.63 9.33


VSC @ 6"q 1025 933 871 827 794 768 748 731 688

14.96 13.62 12.71 12.07 11.59 11.21 10.92 10.67 10.04


VSC @ 4"q 1165 1070 1007 962 928 901 880 818 688

17.00 15.62 14.70 14.04 13.54 13.15 12.84 11.94 10.04





SDK61 at Supports 0.113-0.155" (2.9-3.9 mm) thickSidelaps Connected with PunchLok® Tool


PL

B™

PN

EU

TE

K


GAGE

SIDELAP ATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0" 2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

18

VSC @ 24"q 819 846 680 711 608 636 563 588 532

11.95 12.35 9.92 10.38 8.87 9.28 8.22 8.58 7.76


VSC @ 18"q 1090 990 852 823 794 731 717 705 665

15.91 14.45 12.43 12.01 11.59 10.67 10.46 10.29 9.70


VSC @ 12"q 1176 1056 975 918 875 841 814 792 774

17.16 15.41 14.23 13.40 12.77 12.27 11.88 11.56 11.30


VSC @ 8"q 1319 1221 1114 1072 1011 990 949 937 908

19.25 17.82 16.26 15.64 14.75 14.45 13.85 13.67 13.25


VSC @ 6"q 1440 1314 1230 1170 1125 1090 1062 1039 1020

21.02 19.18 17.95 17.07 16.42 15.91 15.50 15.16 14.89


VSC @ 4"q 1642 1513 1426 1364 1318 1282 1253 1229 1057

23.96 22.08 20.81 19.91 19.23 18.71 18.29 17.94 15.43


16

VSC @ 24"q 987 1025 825 865 740 776 688 720 652

14.40 14.96 12.04 12.62 10.80 11.32 10.04 10.51 9.52


VSC @ 18"q 1337 1252 1036 1037 1011 904 915 901 836

19.51 18.27 15.12 15.13 14.75 13.19 13.35 13.15 12.20


VSC @ 12"q 1485 1338 1239 1169 1116 1075 1042 1015 993

21.67 19.53 18.08 17.06 16.29 15.69 15.21 14.81 14.49


VSC @ 8"q 1671 1553 1420 1371 1294 1269 1218 1204 1167

24.39 22.66 20.72 20.01 18.88 18.52 17.78 17.57 17.03


VSC @ 6"q 1829 1675 1572 1498 1443 1400 1366 1337 1314

26.69 24.44 22.94 21.86 21.06 20.43 19.94 19.51 19.18


VSC @ 4"q 2092 1933 1827 1751 1694 1649 1614 1585 1478

30.53 28.21 26.66 25.55 24.72 24.07 23.55 23.13 21.57




Type PLB™-36 7 Hilti Fastener Pattern at Supports

X-EDN19 at Supports 0.313-3-i" (8.0-9.5 mm) thickX-EDNK22 at Supports 0.188-0.250" (4.8-6.4 mm) thick

Sidelaps Connected with PunchLok® Tool Primer Painted or Galvanized

PL

B™

HIL

TI


GAGE

SIDELAP ATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0" 2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

22

VSC @ 24"q 687 627 527 501 442 428 388

10.03 9.15 7.69 7.31 6.45 6.25 5.66


VSC @ 18"q 777 689 579 540 509 456 438

11.34 10.06 8.45 7.88 7.43 6.65 6.39


VSC @ 12"q 853 743 666 609 565 530 501

12.45 10.84 9.72 8.89 8.25 7.73 7.31


VSC @ 8"q 980 878 773 722 660 629 588

14.30 12.81 11.28 10.54 9.63 9.18 8.58


VSC @ 6"q 1087 955 862 793 740 697 661

15.86 13.94 12.58 11.57 10.80 10.17 9.65


VSC @ 4"q 1267 1118 1013 935 874 824 753

18.49 16.32 14.78 13.65 12.76 12.03 10.99


20

VSC @ 24"q 826 750 631 598 528 511 464 453 419

12.05 10.95 9.21 8.73 7.71 7.46 6.77 6.61 6.11

F 10.1+13R 10.7+15R 18.5+17R 19.2+19R 29.7+21R 30.3+23R 43.6+25R 44.2+27R 60.0 +29R57.7+74R 61.1+86R 105.6+97R 109.6+108R 169.6+120R 173.0+131R 249.0+143R 252.4+154R 342.6+166R

VSC @ 18"q 929 821 691 644 606 544 522 503 465

13.56 11.98 10.08 9.40 8.84 7.94 7.62 7.34 6.79


VSC @ 12"q 1016 883 791 723 671 629 595 566 542

14.83 12.89 11.54 10.55 9.79 9.18 8.68 8.26 7.91


VSC @ 8"q 1161 1039 913 853 780 744 695 672 637

16.94 15.16 13.32 12.45 11.38 10.86 10.14 9.81 9.30


VSC @ 6"q 1284 1126 1017 935 872 822 780 745 688

18.74 16.43 14.84 13.65 12.73 12.00 11.38 10.87 10.04


VSC @ 4"q 1489 1313 1190 1098 1027 969 922 818 688

21.73 19.16 17.37 16.02 14.99 14.14 13.46 11.94 10.04


X-EDN19 = Hilti X-EDN19 THQ12 fastenerX-EDNK22 = Hilti X-EDNK22 THQ12 fastenerVSC = Verco Sidelap Connection


Type PLB™-367 Hilti Fastener Pattern at Supports

X-EDN19 at Supports 0.313-3-i" (8.0-9.5 mm) thickX-EDNK22 at Supports 0.188-0.250" (4.8-6.4 mm) thick

Sidelaps Connected with PunchLok® Tool


PL

B™

HILT

I


GAGE

SIDELAP ATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0" 2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

18

VSC @ 24"q 1040 941 793 750 663 640 583 569 528

15.18 13.73 11.57 10.95 9.68 9.34 8.51 8.30 7.71


VSC @ 18"q 1162 1025 864 804 757 680 653 630 584

16.96 14.96 12.61 11.73 11.05 9.92 9.53 9.19 8.52


VSC @ 12"q 1265 1099 984 900 835 784 742 707 678

18.46 16.04 14.36 13.13 12.19 11.44 10.83 10.32 9.89


VSC @ 8"q 1438 1285 1131 1056 967 923 864 835 793

20.99 18.75 16.51 15.41 14.11 13.47 12.61 12.19 11.57


VSC @ 6"q 1583 1389 1254 1155 1078 1017 967 925 890

23.10 20.27 18.30 16.86 15.73 14.84 14.11 13.50 12.99


VSC @ 4"q 1827 1612 1462 1350 1264 1195 1139 1092 1052

26.66 23.53 21.34 19.70 18.45 17.44 16.62 15.94 15.35


16

VSC @ 24"q 1215 1096 926 874 775 748 682 667 619

17.73 15.99 13.51 12.76 11.31 10.92 9.95 9.73 9.03


VSC @ 18"q 1352 1191 1007 937 881 794 763 736 683

19.73 17.38 14.70 13.67 12.86 11.59 11.14 10.74 9.97


VSC @ 12"q 1468 1275 1142 1045 971 912 864 825 791

21.42 18.61 16.67 15.25 14.17 13.31 12.61 12.04 11.54


VSC @ 8"q 1662 1485 1309 1223 1121 1071 1004 972 924

24.26 21.67 19.10 17.85 16.36 15.63 14.65 14.19 13.48


VSC @ 6"q 1826 1603 1449 1335 1248 1179 1122 1075 1036

26.65 23.39 21.15 19.48 18.21 17.21 16.37 15.69 15.12


VSC @ 4"q 2100 1854 1684 1558 1461 1383 1320 1268 1223

30.65 27.06 24.58 22.74 21.32 20.18 19.26 18.51 17.85


X-EDN19 = Hilti X-EDN19 THQ12 fastenerX-EDNK22 = Hilti X-EDNK22 THQ12 fastenerVSC = Verco Sidelap Connection



X-EDN19 at Supports 0.250-0.313" (6.4-8.0 mm) thick Sidelaps Connected with PunchLok® Tool Primer Painted or Galvanized

PL

B™

HIL

TI


GAGE

SIDELAP ATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0" 2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

22

VSC @ 24"q 563 514 432 411 362 351 318

8.22 7.50 6.30 6.00 5.28 5.12 4.64


VSC @ 18"q 637 565 475 443 417 374 359

9.30 8.25 6.93 6.47 6.09 5.46 5.24


VSC @ 12"q 699 609 546 499 463 435 411

10.20 8.89 7.97 7.28 6.76 6.35 6.00


VSC @ 8"q 804 720 634 592 541 516 482

11.73 10.51 9.25 8.64 7.90 7.53 7.03


VSC @ 6"q 891 783 707 650 607 572 542

13.00 11.43 10.32 9.49 8.86 8.35 7.91


VSC @ 4"q 1039 917 831 767 717 676 617

15.16 13.38 12.13 11.19 10.46 9.87 9.00


20

VSC @ 24"q 677 615 517 490 433 419 380 371 344

9.88 8.98 7.55 7.15 6.32 6.11 5.55 5.41 5.02


VSC @ 18"q 762 673 567 528 497 446 428 412 381

11.12 9.82 8.27 7.71 7.25 6.51 6.25 6.01 5.56


VSC @ 12"q 833 724 649 593 550 516 488 464 444

12.16 10.57 9.47 8.65 8.03 7.53 7.12 6.77 6.48


VSC @ 8"q 952 852 749 699 640 610 570 551 522

13.89 12.43 10.93 10.20 9.34 8.90 8.32 8.04 7.62


VSC @ 6"q 1053 923 834 767 715 674 640 611 564

15.37 13.47 12.17 11.19 10.43 9.84 9.34 8.92 8.23


VSC @ 4"q 1221 1077 976 900 842 795 756 671 564

17.82 15.72 14.24 13.13 12.29 11.60 11.03 9.79 8.23


X-EDN19 = Hilti X-EDN19 THQ12 fastenerVSC = Verco Sidelap Connection



X-EDN19 at Supports 0.250-0.313" (6.4-8.0 mm) thickSidelaps Connected with PunchLok® Tool


PL

B™

HILT

I


GAGE

SIDELAP ATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0" 2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

18

VSC @ 24"q 853 772 650 615 544 525 478 467 433

12.45 11.27 9.49 8.98 7.94 7.66 6.98 6.82 6.32


VSC @ 18"q 953 841 708 659 621 558 535 517 479

13.91 12.27 10.33 9.62 9.06 8.14 7.81 7.55 6.99


VSC @ 12"q 1037 901 807 738 685 643 608 580 556

15.13 13.15 11.78 10.77 10.00 9.38 8.87 8.46 8.11


VSC @ 8"q 1179 1054 927 866 793 757 708 685 650

17.21 15.38 13.53 12.64 11.57 11.05 10.33 10.00 9.49


VSC @ 6"q 1298 1139 1028 947 884 834 793 759 730

18.94 16.62 15.00 13.82 12.90 12.17 11.57 11.08 10.65


VSC @ 4"q 1498 1322 1199 1107 1036 980 934 895 863

21.86 19.29 17.50 16.16 15.12 14.30 13.63 13.06 12.59


16

VSC @ 24"q 996 899 759 717 636 613 559 547 508

14.54 13.12 11.08 10.46 9.28 8.95 8.16 7.98 7.41


VSC @ 18"q 1109 977 826 768 722 651 626 604 560

16.18 14.26 12.05 11.21 10.54 9.50 9.14 8.81 8.17


VSC @ 12"q 1204 1046 936 857 796 748 708 677 649

17.57 15.27 13.66 12.51 11.62 10.92 10.33 9.88 9.47


VSC @ 8"q 1363 1218 1073 1003 919 878 823 797 758

19.89 17.78 15.66 14.64 13.41 12.81 12.01 11.63 11.06


VSC @ 6"q 1497 1314 1188 1095 1023 967 920 882 850

21.85 19.18 17.34 15.98 14.93 14.11 13.43 12.87 12.40

F 2.9+2R 3.2+3R 3.6+3R 4.1+4R 4.5+4R 5.1+4R 5.9+5R 6.5+5R 7.4S+5R16.6+11R 18.3+17R 20.6+17R 23.4+23R 25.7+23R 29.1+23R 33.7+29R 37.1+29R 42.3+29R

VSC @ 4"q 1722 1520 1381 1278 1198 1134 1082 1040 1003

25.13 22.18 20.15 18.65 17.48 16.55 15.79 15.18 14.64


X-EDN19 = Hilti X-EDN19 THQ12 fastenerVSC = Verco Sidelap Connection



X-EDNK22 at Supports 1-i-0.188" (3.2-4.8 mm) thick Sidelaps Connected with PunchLok® Tool Primer Painted or Galvanized

PL

B™

HIL

TI


GAGE

SIDELAP ATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0" 2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

22

VSC @ 24"q 522 477 401 381 336 325 295

7.62 6.96 5.85 5.56 4.90 4.74 4.31


VSC @ 18"q 591 524 440 410 387 347 333

8.62 7.65 6.42 5.98 5.65 5.06 4.86


VSC @ 12"q 648 565 506 463 429 403 381

9.46 8.25 7.38 6.76 6.26 5.88 5.56


VSC @ 8"q 745 667 587 549 502 478 447

10.87 9.73 8.57 8.01 7.33 6.98 6.52


VSC @ 6"q 826 726 655 603 562 530 502

12.05 10.60 9.56 8.80 8.20 7.73 7.33


VSC @ 4"q 963 850 770 711 664 626 572

14.05 12.40 11.24 10.38 9.69 9.14 8.35


20

VSC @ 24"q 628 570 480 454 401 388 353 344 318

9.16 8.32 7.01 6.63 5.85 5.66 5.15 5.02 4.64


VSC @ 18"q 706 624 525 489 461 413 397 382 353

10.30 9.11 7.66 7.14 6.73 6.03 5.79 5.57 5.15


VSC @ 12"q 772 671 601 549 510 478 452 430 412

11.27 9.79 8.77 8.01 7.44 6.98 6.60 6.28 6.01


VSC @ 8"q 882 790 694 648 593 565 528 511 484

12.87 11.53 10.13 9.46 8.65 8.25 7.71 7.46 7.06


VSC @ 6"q 976 856 773 711 663 625 593 566 523

14.24 12.49 11.28 10.38 9.68 9.12 8.65 8.26 7.63


VSC @ 4"q 1132 998 904 834 781 736 701 622 523

16.52 14.56 13.19 12.17 11.40 10.74 10.23 9.08 7.63


X-EDNK22 = Hilti X-EDNK22 THQ12 fastenerVSC = Verco Sidelap Connection



X-EDNK22 at Supports 1-i-0.188" (3.2-4.8 mm) thickSidelaps Connected with PunchLok® Tool


PL

B™

HILT

I


GAGE

SIDELAP ATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0" 2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

18

VSC @ 24"q 790 715 603 570 504 486 443 432 401

11.53 10.43 8.80 8.32 7.36 7.09 6.47 6.30 5.85


VSC @ 18"q 883 779 657 611 575 517 496 479 444

12.89 11.37 9.59 8.92 8.39 7.55 7.24 6.99 6.48


VSC @ 12"q 961 835 748 684 635 596 564 537 515

14.02 12.19 10.92 9.98 9.27 8.70 8.23 7.84 7.52


VSC @ 8"q 1093 977 860 803 735 701 657 635 603

15.95 14.26 12.55 11.72 10.73 10.23 9.59 9.27 8.80


VSC @ 6"q 1203 1056 953 878 819 773 735 703 676

17.56 15.41 13.91 12.81 11.95 11.28 10.73 10.26 9.87


VSC @ 4"q 1389 1225 1111 1026 961 908 866 830 800

20.27 17.88 16.21 14.97 14.02 13.25 12.64 12.11 11.68


16

VSC @ 24"q 923 833 704 664 589 568 518 507 470

13.47 12.16 10.27 9.69 8.60 8.29 7.56 7.40 6.86


VSC @ 18"q 1028 905 765 712 670 603 580 559 519

15.00 13.21 11.16 10.39 9.78 8.80 8.46 8.16 7.57


VSC @ 12"q 1116 969 868 794 738 693 657 627 601

16.29 14.14 12.67 11.59 10.77 10.11 9.59 9.15 8.77


VSC @ 8"q 1263 1129 995 929 852 814 763 739 702

18.43 16.48 14.52 13.56 12.43 11.88 11.14 10.78 10.24


VSC @ 6"q 1388 1218 1101 1015 948 896 853 817 787

20.26 17.78 16.07 14.81 13.84 13.08 12.45 11.92 11.49


VSC @ 4"q 1596 1409 1280 1184 1110 1051 1003 964 929

23.29 20.56 18.68 17.28 16.20 15.34 14.64 14.07 13.56


X-EDNK22 = Hilti X-EDNK22 THQ12 fastenerVSC = Verco Sidelap Connection



PL

B™

WE

LD

S


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

22

VSC @ 24"q

545 497 434 417 380 374 3497.95 7.25 6.33 6.09 5.55 5.46 5.09

F13.7+161R 16.4+115R 20.2+87R 22.7+69R 26.6+57R 29.0+48R 32.9+41R78.2+919R 93.6+657R 115.3+497R 129.6+394R 151.9+325R 165.6+274R 187.9+234R

VSC @ 18"q

590 531 465 443 426 395 3878.61 7.75 6.79 6.47 6.22 5.76 5.65


VSC @ 12"q

627 561 518 487 465 449 4369.15 8.19 7.56 7.11 6.79 6.55 6.36


VSC @ 8"q

691 636 582 561 531 522 50310.08 9.28 8.49 8.19 7.75 7.62 7.34


VSC @ 6"q

744 679 636 607 586 571 55910.86 9.91 9.28 8.86 8.55 8.33 8.16


VSC @ 4"q

833 769 727 699 679 665 65412.16 11.22 10.61 10.20 9.91 9.70 9.54


20

VSC @ 24"q

802 722 628 598 544 532 496 492 46611.70 10.54 9.16 8.73 7.94 7.76 7.24 7.18 6.80

F10.4+111R 12.6+80R 15.6+61R 17.8+48R 20.9+39R 22.9+33R 26.1+28R 28.0+24R 31.2+21R59.4+634R 71.9+457R 89.1+348R 101.6+274R 119.3+223R 130.8+188R 149.0+160R 159.9+137R 178.2+120R

VSC @ 18"q

861 767 670 633 606 560 547 537 51012.57 11.19 9.78 9.24 8.84 8.17 7.98 7.84 7.44


VSC @ 12"q

910 807 739 692 658 632 612 596 58413.28 11.78 10.78 10.10 9.60 9.22 8.93 8.70 8.52


VSC @ 8"q

994 906 824 789 745 729 701 694 67514.51 13.22 12.03 11.51 10.87 10.64 10.23 10.13 9.85


VSC @ 6"q

1064 962 896 851 818 794 776 762 68815.53 14.04 13.08 12.42 11.94 11.59 11.32 11.12 10.04


VSC @ 4"q

1181 1081 1016 972 941 918 902 818 68817.24 15.78 14.83 14.19 13.73 13.40 13.16 11.94 10.04


VSC = Verco Sidelap Connection

Type PLB™-364 Weld Pattern at Supports




PL

B™

WE

LD

S


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

18

VSC @ 24"q

1336 1187 1029 971 881 855 796 785 74319.50 17.32 15.02 14.17 12.86 12.48 11.62 11.46 10.84

F6.8+63R 8.3+45R 10.2+34R 11.7+27R 13.8+22R 15.3+19R 17.5+16R 19.0+14R 21.2+12R

38.8+360R 47.4+257R 58.2+194R 66.8+154R 78.8+126R 87.4+108R 99.9+91R 108.5+80R 121.1+69R

VSC @ 18"q

1421 1253 1089 1021 971 896 872 853 80820.74 18.29 15.89 14.90 14.17 13.08 12.73 12.45 11.79

F6.5+63R 7.9+45R 9.8+34R 11.2+27R 12.7+22R 14.7+19R 16.2+16R 17.6+14R 19.7+12R

37.1+360R 45.1+257R 56.0+194R 64.0+154R 72.5+126R 83.9+108R 92.5+91R 100.5+80R 112.5+69R

VSC @ 12"q

1493 1310 1191 1108 1047 1002 967 940 91921.79 19.12 17.38 16.17 15.28 14.62 14.11 13.72 13.41

F6.2+63R 7.6+45R 9.1+34R 10.5+27R 11.9+22R 13.3+19R 14.7+16R 16.1+14R 17.5+12R

35.4+360R 43.4+257R 52.0+194R 60.0+154R 68.0+126R 75.9+108R 83.9+91R 91.9+80R 99.9+69R

VSC @ 8"q

1614 1455 1315 1250 1175 1145 1099 1084 105323.55 21.23 19.19 18.24 17.15 16.71 16.04 15.82 15.37

F5.9+63R 7.1+45R 8.4+34R 9.5+27R 10.8+22R 11.9+19R 13.2+16R 14.2+14R 15.5+12R

33.7+360R 40.5+257R 48.0+194R 54.2+154R 61.7+126R 68.0+108R 75.4+91R 81.1+80R 88.5+69R

VSC @ 6"q

1716 1536 1420 1340 1283 1241 1210 1185 105725.04 22.42 20.72 19.56 18.72 18.11 17.66 17.29 15.43

F5.7+63R 6.8+45R 7.9+34R 9.0+27R 10.0+22R 11.1+19R 12.1+16R 13.2+14R 14.2+12R

32.5+360R 38.8+257R 45.1+194R 51.4+154R 57.1+126R 63.4+108R 69.1+91R 75.4+80R 81.1+69R

VSC @ 4"q

1887 1710 1596 1519 1464 1425 1395 1257 105727.54 24.96 23.29 22.17 21.37 20.80 20.36 18.34 15.43


16

VSC @ 24"q

1831 1618 1400 1316 1193 1155 1075 1058 100126.72 23.61 20.43 19.21 17.41 16.86 15.69 15.44 14.61

F4.8+40R 5.9+29R 7.2+22R 8.4+17R 9.9+14R 11.0+12R 12.6+10R 13.7+9R 15.4+8R

27.4+228R 33.7+166R 41.1+126R 48.0+97R 56.5+80R 62.8+69R 71.9+57R 78.2+51R 87.9+46R

VSC @ 18"q

1940 1701 1478 1380 1309 1208 1173 1146 108628.31 24.82 21.57 20.14 19.10 17.63 17.12 16.72 15.85

F4.6+40R 5.6+29R 6.9+22R 8.0+17R 9.1+14R 10.6+12R 11.7+10R 12.8+9R 14.3+8R

26.3+228R 32.0+166R 39.4+126R 45.7+97R 52.0+80R 60.5+69R 66.8+57R 73.1+51R 81.7+46R

VSC @ 12"q

2032 1775 1608 1492 1408 1345 1297 1259 123029.65 25.90 23.47 21.77 20.55 19.63 18.93 18.37 17.95

F4.5+40R 5.5+29R 6.5+22R 7.5+17R 8.6+14R 9.6+12R 10.7+10R 11.7+9R 12.8+8R

25.7+228R 31.4+166R 37.1+126R 42.8+97R 49.1+80R 54.8+69R 61.1+57R 66.8+51R 73.1+46R

VSC @ 8"q

2186 1960 1768 1675 1573 1529 1467 1446 140531.90 28.60 25.80 24.44 22.96 22.31 21.41 21.10 20.50

F4.2+40R 5.1+29R 6.0+22R 6.9+17R 7.8+14R 8.6+12R 9.6+10R 10.4+9R 11.4+8R

24.0+228R 29.1+166R 34.3+126R 39.4+97R 44.5+80R 49.1+69R 54.8+57R 59.4+51R 65.1+46R

VSC @ 6"q

2316 2064 1902 1791 1712 1654 1611 1578 147833.80 30.12 27.76 26.14 24.98 24.14 23.51 23.03 21.57

F4.1+40R 4.9+29R 5.7+22R 6.5+17R 7.3+14R 8.1+12R 8.9+10R 9.7+9R 10.4+8R

23.4+228R 28.0+166R 32.5+126R 37.1+97R 41.7+80R 46.3+69R 50.8+57R 55.4+51R 59.4+46R

VSC @ 4"q

2533 2286 2128 2021 1945 1891 1851 1759 147836.97 33.36 31.06 29.49 28.39 27.60 27.01 25.67 21.57

F3.9+40R 4.6+29R 5.2+22R 5.9+17R 6.6+14R 7.3+12R 7.9+10R 8.5+9R 9.2+8R

22.3+228R 26.3+166R 29.7+126R 33.7+97R 37.7+80R 41.7+69R 45.1+57R 48.5+51R 52.5+46R




PL

B™

WE

LD

S


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

22

VSC @ 24"q

676 604 524 497 451 439 4099.87 8.81 7.65 7.25 6.58 6.41 5.97

F9.9+78R 11.9+56R 14.5+42R 16.5+34R 19.3+28R 21.2+23R 24.2+20R

56.5+445R 68.0+320R 82.8+240R 94.2+194R 110.2+160R 121.1+131R 138.2+114R

VSC @ 18"q

722 639 557 523 499 461 44910.54 9.33 8.13 7.63 7.28 6.73 6.55

F9.4+78R 11.4+56R 13.8+42R 15.8+34R 17.7+28R 20.4+23R 22.2+20R

53.7+445R 65.1+320R 78.8+240R 90.2+194R 101.1+160R 116.5+131R 126.8+114R

VSC @ 12"q

761 670 611 570 540 517 50011.11 9.78 8.92 8.32 7.88 7.55 7.30

F9.1+78R 11.0+56R 12.9+42R 14.7+34R 16.6+28R 18.4+23R 20.3+20R

52.0+445R 62.8+320R 73.7+240R 83.9+194R 94.8+160R 105.1+131R 115.9+114R

VSC @ 8"q

826 748 678 646 608 593 57012.05 10.92 9.89 9.43 8.87 8.65 8.32

F8.6+78R 10.1+56R 11.9+42R 13.3+34R 15.1+28R 16.4+23R 18.1+20R

49.1+445R 57.7+320R 68.0+240R 75.9+194R 86.2+160R 93.6+131R 103.4+114R

VSC @ 6"q

881 792 734 694 666 644 62812.86 11.56 10.71 10.13 9.72 9.40 9.16

F8.2+78R 9.7+56R 11.2+42R 12.6+34R 14.0+28R 15.3+23R 16.7+20R

46.8+445R 55.4+320R 64.0+240R 71.9+194R 79.9+160R 87.4+131R 95.4+114R

VSC @ 4"q

973 885 828 790 762 742 72714.20 12.92 12.08 11.53 11.12 10.83 10.61

F7.7+78R 9.0+56R 10.2+42R 11.4+34R 12.6+28R 13.7+23R 14.8+20R

44.0+445R 51.4+320R 58.2+240R 65.1+194R 71.9+160R 78.2+131R 84.5+114R

20

VSC @ 24"q

1000 884 764 718 650 629 585 575 54414.59 12.90 11.15 10.48 9.49 9.18 8.54 8.39 7.94

F7.6+54R 9.2+39R 11.2+29R 12.9+23R 15.1+19R 16.7+16R 19.1+14R 20.6+12R 23.1+10R

43.4+308R 52.5+223R 64.0+166R 73.7+131R 86.2+108R 95.4+91R 109.1+80R 117.6+69R 131.9+57R

VSC @ 18"q

1060 930 807 754 715 658 639 623 59015.47 13.57 11.78 11.00 10.43 9.60 9.33 9.09 8.61

F7.3+54R 8.8+39R 10.8+29R 12.4+23R 14.0+19R 16.1+16R 17.7+14R 19.2+12R 21.4+10R

41.7+308R 50.2+223R 61.7+166R 70.8+131R 79.9+108R 91.9+91R 101.1+80R 109.6+69R 122.2+57R

VSC @ 12"q

1111 971 879 815 769 733 706 685 66816.21 14.17 12.83 11.89 11.22 10.70 10.30 10.00 9.75

F7.0+54R 8.5+39R 10.1+29R 11.6+23R 13.1+19R 14.7+16R 16.2+14R 17.7+12R 19.2+10R

40.0+308R 48.5+223R 57.7+166R 66.2+131R 74.8+108R 83.9+91R 92.5+80R 101.1+69R 109.6+57R

VSC @ 8"q

1197 1073 967 916 859 835 800 787 68817.47 15.66 14.11 13.37 12.54 12.19 11.68 11.49 10.04

F6.7+ 54R 7.9+39R 9.4+29R 10.6+23R 12.0+19R 13.2+16R 14.6+14R 15.7+12R 17.1+10R38.3+308R 45.1+223R 53.7+166R 60.5+131R 68.5+108R 75.4+91R 83.4+80R 89.6+69R 97.6+57R

VSC @ 6"q

1269 1131 1042 980 936 903 878 818 68818.52 16.51 15.21 14.30 13.66 13.18 12.81 11.94 10.04

F6.5+54R 7.7+39R 8.9+29R 10.0+23R 11.2+19R 12.4+16R 13.5+14R 14.6+12R 15.7+10R

37.1+308R 44.0+223R 50.8+166R 57.1+131R 64.0+108R 70.8+91R 77.1+80R 83.4+69R 89.6+57R

VSC @ 4"q

1390 1254 1166 1107 1064 1033 990 818 68820.29 18.30 17.02 16.16 15.53 15.08 14.45 11.94 10.04

F6.1+54R 7.1+39R 8.2+29R 9.2+23R 10.1+19R 11.1+16R 12.0+14R 12.9+12R 13.9+10R

34.8+308R 40.5+223R 46.8+166R 52.5+131R 57.7+108R 63.4+91R 68.5+80R 73.7+69R 79.4+57R






PL

B™

WE

LD

S


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

18

VSC @ 24"q

1667 1457 1256 1171 1058 1017 944 924 87324.33 21.26 18.33 17.09 15.44 14.84 13.78 13.48 12.74

F5.0+31R 6.0+22R 7.4+17R 8.5+13R 10.1+11R 11.2+9R 12.9+8R 14.0+7R 15.7+6R

28.6 +177R 34.3+126R 42.3+97R 48.5+74R 57.7+63R 64.0+51R 73.7+46R 79.9+40R 89.6+34R

VSC @ 18"q

1755 1525 1319 1223 1152 1060 1024 995 94225.61 22.26 19.25 17.85 16.81 15.47 14.94 14.52 13.75

F4.8+31R 5.8+22R 7.1+17R 8.2+13R 9.4+11R 10.8+9R 12.0+8R 13.1+7R 14.7+6R

27.4 +177R 33.1+126R 40.5+97R 46.8+74R 53.7+63R 61.7+51R 68.5+46R 74.8+40R 83.9+34R

VSC @ 12"q

1829 1584 1424 1313 1232 1171 1124 1087 105726.69 23.12 20.78 19.16 17.98 17.09 16.40 15.86 15.43

F4.7+31R 5.7+22R 6.7+17R 7.8+13R 8.9+11R 10.0+9R 11.1+8R 12.2+7R 13.3+6R

26.8 +177R 32.5+126R 38.3+97R 44.5+74R 50.8+63R 57.1+51R 63.4+46R 69.7+40R 75.9+34R

VSC @ 8"q

1953 1733 1553 1461 1365 1320 1262 1238 105728.50 25.29 22.66 21.32 19.92 19.26 18.42 18.07 15.43

F4.5+31R 5.3+22R 6.3+17R 7.2+13R 8.2+11R 9.0+9R 10.1+8R 10.9+7R 11.9+6R

25.7 +177R 30.3+126R 36.0+97R 41.1+74R 46.8+63R 51.4+51R 57.7+46R 62.2+40R 68.0+34R

VSC @ 6"q

2057 1817 1662 1555 1478 1421 1378 1257 105730.02 26.52 24.26 22.69 21.57 20.74 20.11 18.34 15.43

F4.4+31R 5.2+22R 6.0+17R 6.9+13R 7.7+11R 8.5+9R 9.4+8R 10.2+7R 11.0+6R

25.1 +177R 29.7+126R 34.3+97R 39.4+74R 44.0+63R 48.5+51R 53.7+46R 58.2+40R 62.8+34R

VSC @ 4"q

2233 1996 1844 1740 1666 1612 1521 1257 105732.59 29.13 26.91 25.39 24.31 23.53 22.20 18.34 15.43

F4.2+31R 4.9+22R 5.6+17R 6.3+13R 7.0+11R 7.7+9R 8.4+8R 9.1+7R 9.8+6R

24.0 +177R 28.0+126R 32.0+97R 36.0+74R 40.0+63R 44.0+51R 48.0+46R 52.0+40R 56.0+34R

16

VSC @ 24"q

2284 1987 1711 1589 1435 1377 1278 1249 117933.33 29.00 24.97 23.19 20.94 20.10 18.65 18.23 17.21

F3.6+20R 4.3+14R 5.3+11R 6.1+8R 7.2+7R 8.1+6R 9.3+5R 10.2+4R 11.5+4R

20.6+114R 24.6+80R 30.3+63R 34.8+46R 41.1+40R 46.3+34R 53.1+29R 58.2+23R 65.7+23R

VSC @ 18"q

2396 2073 1792 1656 1557 1432 1381 1341 126934.97 30.25 26.15 24.17 22.72 20.90 20.15 19.57 18.52

F3.5+20R 4.2+14R 5.1+11R 5.9+8R 6.8+7R 7.9+6R 8.7+5R 9.6+4R 10.8+4R

20.0+114R 24.0+80R 29.1+63R 33.7+46R 38.8+40R 45.1+34R 49.7+29R 54.8+23R 61.7+23R

VSC @ 12"q

2490 2149 1927 1772 1660 1576 1511 1461 142136.34 31.36 28.12 25.86 24.23 23.00 22.05 21.32 20.74

F3.4+20R 4.1+14R 4.9+11R 5.6+8R 6.4+7R 7.3+6R 8.1+5R 8.9+4R 9.8+4R

19.4+114R 23.4+80R 28.0+63R 32.0+46R 36.5+40R 41.7+34R 46.3+29R 50.8+23R 56.0+23R

VSC @ 8"q

2648 2340 2092 1963 1832 1769 1690 1658 147838.64 34.15 30.53 28.65 26.74 25.82 24.66 24.20 21.57

F3.3+20R 3.9+14R 4.6+11R 5.2+8R 6.0+7R 6.6+6R 7.4+5R 8.0+4R 8.8+4R

18.8+114R 22.3+80R 26.3+63R 29.7+46R 34.3+40R 37.7+34R 42.3+29R 45.7+23R 50.2+23R

VSC @ 6"q

2781 2447 2232 2084 1978 1900 1841 1759 147840.59 35.71 32.57 30.41 28.87 27.73 26.87 25.67 21.57

F3.2+20R 3.8+14R 4.4+11R 5.0+8R 5.6+7R 6.3+6R 6.9+5R 7.5+4R 8.1+4R

18.3+114R 21.7+80R 25.1+63R 28.6+46R 32.0+40R 36.0+34R 39.4+29R 42.8+23R 46.3+23R

VSC @ 4"q

3005 2676 2466 2322 2221 2148 2094 1759 147843.85 39.05 35.99 33.89 32.41 31.35 30.56 25.67 21.57

F3.1+20R 3.6+14R 4.1+11R 4.6+8R 5.2+7R 5.7+6R 6.2+5R 6.7+4R 7.3+4R

17.7+114R 20.6+80R 23.4+63R 26.3+46R 29.7+40R 32.5+34R 35.4+29R 38.3+23R 41.7+23R




PL

B™

WE

LD

S


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

22

VSC @ 24"q

792 707 620 592 544 535 50511.56 10.32 9.05 8.64 7.94 7.81 7.37

F8.1+22R 7.8+17R 9.2+15R 8.8+12R 10.0+11R 9.5+10R 10.5+9R

46.3+126R 44.5+97R 52.5+86R 50.2+69R 57.1+63R 54.2+57R 60.0+51R

VSC @ 18"q

836 743 655 621 599 561 55412.20 10.84 9.56 9.06 8.74 8.19 8.09

F6.5+22R 6.6+17R 7.7+15R 7.6+12R 7.6+11R 8.4+10R 8.2+9R

37.1+126R 37.7+97R 44.0+86R 43.4+69R 43.4+63R 48.0+57R 46.8+51R

VSC @ 12"q

873 774 713 673 646 628 61612.74 11.30 10.41 9.82 9.43 9.16 8.99

F5.6+22R 5.9+17R 6.1+15R 6.3+12R 6.4+11R 6.5+10R 6.5+9R

32.0+126R 33.7+97R 34.8+86R 36.0+69R 36.5+63R 37.1+57R 37.1+51R

VSC @ 8"q

936 853 784 757 724 718 70113.66 12.45 11.44 11.05 10.57 10.48 10.23

F4.7+22R 4.8+17R 5.0+15R 5.0+12R 5.1+11R 5.1+10R 5.2+9R

26.8+126R 27.4+97R 28.6+86R 28.6+69R 29.1+63R 29.1+57R 29.7+51R

VSC @ 6"q

988 898 844 811 790 778 75314.42 13.11 12.32 11.84 11.53 11.35 10.99

F4.3+22R 4.4+17R 4.5+15R 4.5+12R 4.5+11R 4.5+10R 4.6+9R

24.6+126R 25.1+97R 25.7+86R 25.7+69R 25.7+63R 25.7+57R 26.3+51R

VSC @ 4"q

1077 992 944 917 901 894 75315.72 14.48 13.78 13.38 13.15 13.05 10.99

F3.8+22R 3.9+17R 3.9+15R 3.9+12R 3.9+11R 3.9+10R 3.9+9R

21.7+126R 22.3+97R 22.3+86R 22.3+69R 22.3+63R 22.3+57R 22.3+51R

20

VSC @ 24"q

1156 1025 897 852 782 766 722 721 68816.87 14.96 13.09 12.43 11.41 11.18 10.54 10.52 10.04


VSC @ 18"q

1216 1074 944 892 857 802 789 782 68817.75 15.67 13.78 13.02 12.51 11.70 11.51 11.41 10.04


VSC @ 12"q

1266 1117 1023 962 921 893 874 818 68818.48 16.30 14.93 14.04 13.44 13.03 12.76 11.94 10.04


VSC @ 8"q

1351 1224 1120 1078 1028 1016 990 818 68819.72 17.86 16.35 15.73 15.00 14.83 14.45 11.94 10.04


VSC @ 6"q

1422 1284 1202 1150 1119 1099 990 818 68820.75 18.74 17.54 16.78 16.33 16.04 14.45 11.94 10.04


VSC @ 4"q

1542 1413 1338 1295 1270 1223 990 818 68822.50 20.62 19.53 18.90 18.53 17.85 14.45 11.94 10.04







PL

B™

WE

LD

S


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

18

VSC @ 24"q

1871 1651 1443 1364 1252 1224 1154 1150 105727.31 24.09 21.06 19.91 18.27 17.86 16.84 16.78 15.43

F4.3+9R 4.3+7R 5.0+6R 4.9+5R 5.5+4R 5.3+4R 5.9+3R 5.7+3R 6.2+3R

24.6+51R 24.6+40R 28.6+34R 28.0+29R 31.4+23R 30.3+23R 33.7+17R 32.5+17R 35.4+17R

VSC @ 18"q

1961 1724 1515 1427 1368 1279 1258 1245 105728.62 25.16 22.11 20.83 19.96 18.67 18.36 18.17 15.43

F3.6+9R 3.7+7R 4.3+6R 4.3+5R 4.3+4R 4.7+4R 4.7+3R 4.7+3R 5.0+3R

20.6+51R 21.1+40R 24.6+34R 24.6+29R 24.6+23R 26.8+23R 26.8+17R 26.8+17R 28.6+17R

VSC @ 12"q

2038 1789 1635 1534 1466 1420 1389 1257 105729.74 26.11 23.86 22.39 21.39 20.72 20.27 18.34 15.43

F3.2+9R 3.3+7R 3.5+6R 3.6+5R 3.7+4R 3.7+4R 3.8+3R 3.8+3R 3.9+3R

18.3+51R 18.8+40R 20.0+34R 20.6+29R 21.1+23R 21.1+23R 21.7+17R 21.7+17R 22.3+17R

VSC @ 8"q

2166 1952 1783 1711 1631 1610 1521 1257 105731.61 28.49 26.02 24.97 23.80 23.50 22.20 18.34 15.43

F2.7+9R 2.8+7R 2.9+6R 2.9+5R 3.0+4R 3.0+4R 3.1+3R 3.1+3R 3.1+3R

15.4+51R 16.0+40R 16.6+34R 16.6+29R 17.1+23R 17.1+23R 17.7+17R 17.7+17R 17.7+17R

VSC @ 6"q

2274 2044 1907 1822 1770 1738 1521 1257 105733.19 29.83 27.83 26.59 25.83 25.36 22.20 18.34 15.43

F2.5+9R 2.6+7R 2.6+6R 2.7+5R 2.7+4R 2.7+4R 2.7+3R 2.7+3R 2.8+3R

14.3+51R 14.8+40R 14.8+34R 15.4+29R 15.4+23R 15.4+23R 15.4+17R 15.4+17R 16.0+17R

VSC @ 4"q

2455 2240 2116 2044 2002 1878 1521 1257 105735.83 32.69 30.88 29.83 29.22 27.41 22.20 18.34 15.43

F2.3+9R 2.3+7R 2.3+6R 2.3+5R 2.4+4R 2.4+4R 2.4+3R 2.4+3R 2.4+3R

13.1+51R 13.1+40R 13.1+34R 13.1+29R 13.7+23R 13.7+23R 13.7+17R 13.7+17R 13.7+17R

16

VSC @ 24"q

2524 2227 1948 1843 1692 1657 1564 1561 147836.84 32.50 28.43 26.90 24.69 24.18 22.82 22.78 21.57

F3.2+5R 3.2+4R 3.7+4R 3.7+3R 4.1+3R 4.0+2R 4.4+2R 4.3+2R 4.7+2R

18.3+29R 18.3+23R 21.1+23R 21.1+17R 23.4+17R 22.8+11R 25.1+11R 24.6+11R 26.8+11R

VSC @ 18"q

2645 2325 2044 1926 1849 1731 1704 1690 147838.60 33.93 29.83 28.11 26.98 25.26 24.87 24.66 21.57

F2.7+5R 2.8+4R 3.2+4R 3.2+3R 3.2+3R 3.6+2R 3.6+2R 3.6+2R 3.8+2R

15.4+29R 16.0+23R 18.3+23R 18.3+17R 18.3+17R 20.6+11R 20.6+11R 20.6+11R 21.7+11R

VSC @ 12"q

2746 2412 2205 2071 1982 1922 1882 1759 147840.07 35.20 32.18 30.22 28.93 28.05 27.47 25.67 21.57

F2.4+5R 2.5+4R 2.6+4R 2.7+3R 2.8+3R 2.8+2R 2.9+2R 2.9+2R 3.0+2R

13.7+29R 14.3+23R 14.8+23R 15.4+17R 16.0+17R 16.0+11R 16.6+11R 16.6+11R 17.1+11R

VSC @ 8"q

2917 2630 2403 2308 2203 2178 2126 1759 147842.57 38.38 35.07 33.68 32.15 31.79 31.03 25.67 21.57

F2.1+5R 2.1+4R 2.2+4R 2.2+3R 2.3+3R 2.3+2R 2.4+2R 2.4+2R 2.4+2R

12.0+29R 12.0+23R 12.6+23R 12.6+17R 13.1+17R 13.1+11R 13.7+11R 13.7+11R 13.7+11R

VSC @ 6"q

3060 2752 2570 2458 2391 2351 2129 1759 147844.66 40.16 37.51 35.87 34.89 34.31 31.07 25.67 21.57

F1.9+5R 2.0+4R 2.0+4R 2.1+3R 2.1+3R 2.1+2R 2.1+2R 2.1+2R 2.1+2R

10.8+29R 11.4+23R 11.4+23R 12.0+17R 12.0+17R 12.0+11R 12.0+11R 12.0+11R 12.0+11R

VSC @ 4"q

3301 3013 2849 2755 2704 2628 2129 1759 147848.17 43.97 41.58 40.21 39.46 38.35 31.07 25.67 21.57

F1.8+5R 1.8+4R 1.8+4R 1.8+3R 1.8+3R 1.9+2R 1.9+2R 1.9+2R 1.9+2R

10.3+29R 10.3+23R 10.3+23R 10.3+17R 10.3+17R 10.8+11R 10.8+11R 10.8+11R 10.8+11R



Type HSB®-36 4 Weld Pattern at Supports Button Punch or 1½" Top Seam Weld Primer Painted or Galvanized

HS

B®

WE

LD

S


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

22

BP @ 24"q

303 308 289 291 277 262 2324.42 4.49 4.22 4.25 4.04 3.82 3.39

F4.7+281R 5.7+224R 7.2+187R 8.8+160R 11.0+140R 13.2+125R 16.2+112R

26.8+1605R 32.5+1279R 41.1+1068R 50.2+914R 62.8+799R 75.4+714R 92.5+640R

BP @ 12"q

363 356 349 343 336 312 2845.30 5.20 5.09 5.01 4.90 4.55 4.14


TSW @ 24"q

567 519 434 417 366 359 3258.27 7.57 6.33 6.09 5.34 5.24 4.74


TSW @ 18"q

646 577 484 456 435 389 3789.43 8.42 7.06 6.65 6.35 5.68 5.52


TSW @ 12"q

718 632 573 531 498 472 45110.48 9.22 8.36 7.75 7.27 6.89 6.58


TSW @ 6"q

971 874 807 757 719 689 66514.17 12.76 11.78 11.05 10.49 10.06 9.70


20

BP @ 24"q

457 459 434 418 359 327 290 269 2446.67 6.70 6.33 6.10 5.24 4.77 4.23 3.93 3.56


BP @ 12"q

528 517 506 478 421 378 343 314 2907.71 7.55 7.38 6.98 6.14 5.52 5.01 4.58 4.23


TSW @ 24"q

794 710 595 561 493 477 432 424 39011.59 10.36 8.68 8.19 7.19 6.96 6.30 6.19 5.69

F30.5+88R 26.4+70R 34.5+59R 30.6+50R 37.5+44R 33.8+39R 39.8+35R 36.4+32R 41.8+29R

174.2+502R 150.7+400R 197.0+337R 174.7+286R 214.1+251R 193.0+223R 227.3+200R 207.8+183R 238.7+166R

TSW @ 18"q

884 777 651 607 573 512 494 478 44112.90 11.34 9.50 8.86 8.36 7.47 7.21 6.98 6.44

F19.2+88R 18.8+70R 24.4+59R 23.2+50R 22.5+44R 26.8+39R 25.7+35R 25.0+32R 28.5+29R

109.6+502R 107.4+400R 139.3+337R 132.5+286R 128.5+251R 153.0+223R 146.8+200R 142.8+183R 162.7+166R

TSW @ 12"q

967 840 755 693 646 609 579 554 53414.11 12.26 11.02 10.11 9.43 8.89 8.45 8.09 7.79


TSW @ 6"q

1258 1119 1024 954 902 860 826 798 68818.36 16.33 14.94 13.92 13.16 12.55 12.05 11.65 10.04

F6.8+88R 6.9+70R 7.0+59R 7.1+50R 7.1+44R 7.2+39R 7.2+35R 7.3+32R 7.3+29R

38.8+502R 39.4+400R 40.0+337R 40.5+286R 40.5+251R 41.1+223R 41.1+200R 41.7+183R 41.7+166R

BP = Button Punch; TSW = Top Seam Weld

Type HSB®-364 Weld Pattern at Supports

Button Punch or 1½" Top Seam Weld



HS

B®

WE

LD

S


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

18

BP @ 24"q

883 820 671 586 506 458 408 376 34212.89 11.97 9.79 8.55 7.38 6.68 5.95 5.49 4.99

F3.8+69R 5.0+55R 6.7+46R 8.6+39R 11.0+34R 13.6+31R 16.9+27R 20.3+25R 24.6+23R

21.7+394R 28.6+314R 38.3+263R 49.1+223R 62.8+194R 77.7+177R 96.5+154R 115.9+143R 140.5+131R

BP @ 12"q

978 891 747 644 567 507 459 420 38714.27 13.00 10.90 9.40 8.27 7.40 6.70 6.13 5.65


TSW @ 24"q

1253 1092 914 845 743 707 639 619 57118.29 15.94 13.34 12.33 10.84 10.32 9.33 9.03 8.33


TSW @ 18"q

1359 1170 980 899 837 748 713 684 63119.83 17.07 14.30 13.12 12.22 10.92 10.41 9.98 9.21


TSW @ 12"q

1455 1244 1102 1000 923 863 815 775 74221.23 18.15 16.08 14.59 13.47 12.59 11.89 11.31 10.83

F9.7+35R 10.3+28R 10.8+23R 11.3+20R 11.7+17R 12.0+15R 12.3+14R 12.6+13R 12.9+12R

55.4+200R 58.8+160R 61.7+131R 64.5+114R 66.8+97R 68.5+86R 70.2+80R 71.9+74R 73.7+69R

TSW @ 6"q

1796 1571 1419 1310 1227 1162 1110 1067 103126.21 22.93 20.71 19.12 17.91 16.96 16.20 15.57 15.05

F5.0+35R 5.1+28R 5.3+23R 5.4+20R 5.5+17R 5.6+15R 5.6+14R 5.7+13R 5.8+12R

28.6+200R 29.1+160R 30.3+131R 30.8+114R 31.4+97R 32.0+86R 32.0+80R 32.5+74R 33.1+69R

16

BP @ 24"q

1296 1056 868 755 654 589 526 483 44018.91 15.41 12.67 11.02 9.54 8.60 7.68 7.05 6.42

F3.6+35R 4.8+28R 6.5+23R 8.5+20R 11.0+18R 13.7+16R 17.1+14R 20.7+13R 25.1+12R

20.6+200R 27.4+160R 37.1+131R 48.5+114R 62.8+103R 78.2+91R 97.6+80R 118.2+74R 143.3+69R

BP @ 12"q

1399 1124 941 810 712 636 575 525 48320.42 16.40 13.73 11.82 10.39 9.28 8.39 7.66 7.05

F3.4+35R 4.6+28R 6.1+23R 8.0+20R 10.2+18R 12.8+16R 15.8+14R 19.2+13R 23.0+12R

19.4+200R 26.3+160R 34.8+131R 45.7+114R 58.2+103R 73.1+91R 90.2+80R 109.6+74R 131.3+69R

TSW @ 24"q

1667 1431 1198 1094 962 907 820 788 72624.33 20.88 17.48 15.97 14.04 13.24 11.97 11.50 10.60


TSW @ 18"q

1781 1516 1270 1153 1065 952 901 860 79325.99 22.12 18.53 16.83 15.54 13.89 13.15 12.55 11.57


TSW @ 12"q

1885 1596 1402 1263 1159 1077 1012 959 91527.51 23.29 20.46 18.43 16.91 15.72 14.77 14.00 13.35


TSW @ 6"q

2252 1950 1746 1600 1490 1404 1335 1279 123332.87 28.46 25.48 23.35 21.74 20.49 19.48 18.67 17.99





HS

B®

WE

LD

S


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

22

BP @ 24"q

451 445 416 407 351 319 2846.58 6.49 6.07 5.94 5.12 4.66 4.14


BP @ 12"q

511 492 476 458 405 364 3317.46 7.18 6.95 6.68 5.91 5.31 4.83


TSW @ 24"q

699 627 525 496 437 423 38310.20 9.15 7.66 7.24 6.38 6.17 5.59


TSW @ 18"q

780 687 576 538 508 454 43911.38 10.03 8.41 7.85 7.41 6.63 6.41


TSW @ 12"q

854 744 669 615 574 541 51612.46 10.86 9.76 8.98 8.38 7.90 7.53


TSW @ 6"q

1115 993 910 850 804 768 73816.27 14.49 13.28 12.40 11.73 11.21 10.77

F6.5+77R 6.6+62R 6.7+51R 6.7+44R 6.8+39R 6.8+34R 6.9+31R

37.1+440R 37.7+354R 38.3+291R 38.3+251R 38.8+223R 38.8+194R 39.4+177R

20

BP @ 24"q

690 675 590 516 447 405 361 334 30410.07 9.85 8.61 7.53 6.52 5.91 5.27 4.87 4.44

F4.0+91R 5.1+73R 6.5+61R 8.2+52R 10.4+45R 12.8+40R 15.9+36R 19.0+33R 23.1+30R

22.8+520R 29.1+417R 37.1+348R 46.8+297R 59.4+257R 73.1+228R 90.8+206R 108.5+188R 131.9+171R

BP @ 12"q

762 733 656 568 501 450 408 374 34611.12 10.70 9.57 8.29 7.31 6.57 5.95 5.46 5.05

F3.9+91R 4.9+73R 6.1+61R 7.7+52R 9.5+45R 11.7+40R 14.3+36R 17.2+33R 20.6+30R

22.3+520R 28.0+417R 34.8+348R 44.0+297R 54.2.+257R 66.8+228R 81.7+206R 98.2+188R 117.6+171R

TSW @ 24"q

991 872 730 679 598 572 518 504 46514.46 12.73 10.65 9.91 8.73 8.35 7.56 7.36 6.79


TSW @ 18"q

1084 941 788 727 680 608 583 561 51815.82 13.73 11.50 10.61 9.92 8.87 8.51 8.19 7.56


TSW @ 12"q

1169 1006 895 816 756 709 672 641 61517.06 14.68 13.06 11.91 11.03 10.35 9.81 9.35 8.98


TSW @ 6"q

1469 1293 1174 1088 1023 972 931 818 68821.44 18.87 17.13 15.88 14.93 14.19 13.59 11.94 10.04

F5.4+43R 5.5+34R 5.6+28R 5.7+24R 5.8+21R 5.9+19R 5.9+17R 6.0+16R 6.0+14R

30.8+246R 31.4+194R 32.0+160R 32.5+137R 33.1+120R 33.7+108R 33.7+97R 34.3+91R 34.3+80R






HS

B®

WE

LD

S


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

18

BP @ 24"q

1264 1030 849 738 641 577 516 475 43318.45 15.03 12.39 10.77 9.35 8.42 7.53 6.93 6.32

F3.5+39R 4.6+31R 6.1+26R 7.9+22R 10.2+19R 12.7+17R 15.9+15R 19.4+14R 23.6+13R

20.0+223R 26.3+177R 34.8+148R 45.1+126R 58.2+108R 72.5+97R 90.8+86R 110.8+80R 134.8+74R

BP @ 12"q

1353 1089 914 788 694 621 562 514 47519.75 15.89 13.34 11.50 10.13 9.06 8.20 7.50 6.93


TSW @ 24"q

1582 1359 1138 1040 914 862 780 750 69123.09 19.83 16.61 15.18 13.34 12.58 11.38 10.95 10.08


TSW @ 18"q

1690 1440 1206 1096 1012 905 858 818 75524.66 21.02 17.60 15.99 14.77 13.21 12.52 11.94 11.02


TSW @ 12"q

1790 1516 1333 1201 1102 1025 964 914 87226.12 22.12 19.45 17.53 16.08 14.96 14.07 13.34 12.73


TSW @ 6"q

2140 1853 1661 1523 1419 1338 1273 1220 105731.23 27.04 24.24 22.23 20.71 19.53 18.58 17.80 15.43


16

BP @ 24"

q 1656 1343 1110 962 837 751 673 617 56324.17 19.60 16.20 14.04 12.22 10.96 9.82 9.00 8.22


BP @ 12"q

1741 1400 1172 1010 888 793 717 655 60325.41 20.43 17.10 14.74 12.96 11.57 10.46 9.56 8.80

F3.1+20R 4.2+16R 5.6+13R 7.4+11R 9.5+10R 12.1+9R 15.1+8R 18.5+7R 22.4+7R

17.7+114R 24.0+91R 32.0+74R 42.3+63R 54.2+57R 69.1+51R 86.2+46R 105.6+40R 127.9+40R

TSW @ 24"q

2115 1794 1502 1358 1194 1117 1011 964 88830.87 26.18 21.92 19.82 17.43 16.30 14.75 14.07 12.96

F9.5+8R 8.9+6R 11.6+5R 10.9+5R 13.5+4R 12.8+4R 15.2+3R 14.5+3R 16.7+3R

54.2+46R 50.8+34R 66.2+29R 62.2+29R 77.1+23R 73.1+23R 86.8+17R 82.8+17R 95.4+17R

TSW @ 18"q

2232 1882 1576 1420 1302 1164 1096 1039 95932.57 27.47 23.00 20.72 19.00 16.99 15.99 15.16 14.00

F6.5+8R 6.7+6R 8.7+5R 8.7+5R 8.8+4R 10.5+4R 10.5+3R 10.5+3R 12.1+3R

37.1+46R 38.3+34R 49.7+29R 49.7+29R 50.2+23R 60.0+23R 60.0+17R 60.0+17R 69.1+17R

TSW @ 12"q

2339 1964 1713 1534 1400 1296 1212 1145 108834.14 28.66 25.00 22.39 20.43 18.91 17.69 16.71 15.88

F5.1+8R 5.5+6R 5.9+5R 6.2+5R 6.5+4R 6.8+4R 7.1+3R 7.4+3R 7.7+3R

29.1+46R 31.4+34R 33.7+29R 35.4+29R 37.1+23R 38.8+23R 40.5+17R 42.3+17R 44.0+17R

TSW @ 6"q

2716 2329 2070 1884 1745 1638 1552 1482 142439.64 33.99 30.21 27.49 25.47 23.90 22.65 21.63 20.78

F3.0+8R 3.1+6R 3.2+5R 3.4+5R 3.5+4R 3.6+4R 3.6+3R 3.7+3R 3.8+3R

17.1+46R 17.7+34R 18.3+29R 19.4+29R 20.0+23R 20.6+23R 20.6+17R 21.1+17R 21.7+17R




HS

B®

WE

LD

S


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

22

BP @ 24"q

623 598 522 458 397 360 3229.09 8.73 7.62 6.68 5.79 5.25 4.70

F4.1+70R 4.9+56R 6.1+47R 7.5+40R 9.3+35R 11.3+31R 13.9+28R

23.4+400R 28.0+320R 34.8+268R 42.8+228R 53.1+200R 64.5+177R 79.4+160R

BP @ 12"q

683 646 579 502 445 400 3649.97 9.43 8.45 7.33 6.49 5.84 5.31

F4.0+70R 4.8+56R 5.8+47R 7.0+40R 8.6+35R 10.5+31R 12.7+28R

22.8+400R 27.4+320R 33.1+268R 40.0+228R 49.1+200R 60.0+177R 72.5+160R

TSW @ 24"q

731 720 595 600 521 529 47410.67 10.51 8.68 8.76 7.60 7.72 6.92


TSW @ 18"q

907 851 704 689 667 597 57813.24 12.42 10.27 10.06 9.73 8.71 8.44

F8.4+6R 8.9+5R 11.8+4R 12.0+4R 12.3+3R 15.0+3R 15.1+3R

48.0+34R 50.8+29R 67.4+23R 68.5+23R 70.2+17R 85.7+17R 86.2+17R

TSW @ 12"q

1072 972 877 808 756 715 68215.64 14.19 12.80 11.79 11.03 10.43 9.95

F6.6+6R 7.3+5R 7.9+4R 8.5+4R 9.1+3R 9.6+3R 10.1+3R

37.7+34R 41.7+29R 45.1+23R 48.5+23R 52.0+17R 54.8+17R 57.7+17R

TSW @ 6"q

1464 1310 1204 1127 1068 929 75321.37 19.12 17.57 16.45 15.59 13.56 10.99

F4.2+6R 4.5+5R 4.7+4R 4.8+4R 5.0+3R 5.2+3R 5.3+3R

24.0+34R 25.7+29R 26.8+23R 27.4+23R 28.6+17R 29.7+17R 30.3+17R

20

BP @ 24"q

962 804 663 578 502 454 406 375 34214.04 11.73 9.68 8.44 7.33 6.63 5.93 5.47 4.99

F3.7+41R 4.5+32R 5.7+27R 7.1+23R 9.0+20R 11.1+18R 13.8+16R 16.7+15R 20.4+14R

21.1+234R 25.7+183R 32.5+154R 40.5+131R 51.4+114R 63.4+103R 78.8+91R 95.4+86R 116.5+80R

BP @ 12"q

1034 854 719 622 549 493 448 411 38015.09 12.46 10.49 9.08 8.01 7.19 6.54 6.00 5.55

F3.6+41R 4.4+32R 5.4+27R 6.8+23R 8.5+20R 10.4+18R 12.8+16R 15.5+15R 18.6+14R

20.6+234R 25.1+183R 30.8+154R 38.8+131R 48.5+114R 59.4+103R 73.1+91R 88.5+86R 106.2+80R

TSW @ 24"q

999 969 800 796 691 695 621 629 57314.58 14.14 11.68 11.62 10.08 10.14 9.06 9.18 8.36

F9.8+4R 9.5+3R 13.0+3R 12.5+2R 16.0+2R 15.4+2R 18.8+2R 18.2+2R 21.5+1R

56.0+23R 54.2+17R 74.2+17R 71.4+11R 91.4+11R 87.9+11R 107.4+11R 103.9+11R 122.8+6R

TSW @ 18"q

1224 1134 937 908 882 779 769 757 68817.86 16.55 13.67 13.25 12.87 11.37 11.22 11.05 10.04

F6.8+4R 7.3+3R 9.6+3R 9.9+2R 10.2+2R 12.5+2R 12.7+2R 12.9+2R 15.1+1R

38.8+23R 41.7+17R 54.8+17R 56.5+11R 58.2+11R 71.4+11R 72.5+11R 73.7+11R 86.2+6R

TSW @ 12"q

1431 1292 1189 1091 1016 958 912 818 68820.88 18.86 17.35 15.92 14.83 13.98 13.31 11.94 10.04

F5.4+4R 6.0+3R 6.6+3R 7.1+2R 7.6+2R 8.1+2R 8.5+2R 9.0+2R 9.4+1R

30.8+23R 34.3+17R 37.7+17R 40.5+11R 43.4+11R 46.3+11R 48.5+11R 51.4+11R 53.7+6R

TSW @ 6"q

1965 1745 1596 1488 1406 1223 990 818 68828.68 25.47 23.29 21.72 20.52 17.85 14.45 11.94 10.04

F3.5+4R 3.7+3R 3.9+3R 4.1+2R 4.2+2R 4.4+2R 4.5+2R 4.6+2R 4.8+1R

20.0+23R 21.1+17R 22.3+17R 23.4+11R 24.0+11R 25.1+11R 25.7+11R 26.3+11R 27.4+6R






HS

B®

WE

LD

S


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

18

BP @ 24"q

1405 1140 943 818 712 640 574 527 48220.50 16.64 13.76 11.94 10.39 9.34 8.38 7.69 7.03


BP @ 12"q

1475 1188 996 860 757 678 614 562 51821.53 17.34 14.54 12.55 11.05 9.89 8.96 8.20 7.56


TSW @ 24"q

1571 1495 1229 1206 1044 1039 926 928 84422.93 21.82 17.94 17.60 15.24 15.16 13.51 13.54 12.32

F6.8+2R 6.7+2R 9.1+1R 9.0+1R 11.4+1R 11.2+1R 13.7+1R 13.4+1R 15.9+1R

38.8+11R 38.3+11R 52.0+6R 51.4+6R 65.1+6R 64.0+6R 78.2+6R 76.5+6R 90.8+6R

TSW @ 18"q

1895 1730 1424 1363 1312 1155 1131 1110 101027.66 25.25 20.78 19.89 19.15 16.86 16.51 16.20 14.74

F4.8+2R 5.2+2R 6.9+1R 7.1+1R 7.4+1R 9.1+1R 9.4+1R 9.6+1R 11.3+1R

27.4+11R 29.7+11R 39.4+6R 40.5+6R 42.3+6R 52.0+6R 53.7+6R 54.8+6R 64.5+6R

TSW @ 12"q

2191 1952 1767 1612 1495 1405 1332 1257 105731.98 28.49 25.79 23.53 21.82 20.50 19.44 18.34 15.43

F3.9+2R 4.3+2R 4.8+1R 5.2+1R 5.6+1R 6.0+1R 6.4+1R 6.7+1R 7.1+1R

22.3+11R 24.6+11R 27.4+6R 29.7+6R 32.0+6R 34.3+6R 36.5+6R 38.3+6R 40.5+6R

TSW @ 6"q

2878 2535 2304 2139 2014 1878 1521 1257 105742.00 37.00 33.62 31.22 29.39 27.41 22.20 18.34 15.43

F2.6+2R 2.8+2R 2.9+1R 3.0+1R 3.2+1R 3.3+1R 3.4+1R 3.5+1R 3.6+1R

14.8+11R 16.0+11R 16.6+6R 17.1+6R 18.3+6R 18.8+6R 19.4+6R 20.0+6R 20.6+6R

16

BP @ 24"q

1825 1475 1223 1058 922 826 741 679 62126.63 21.53 17.85 15.44 13.46 12.05 10.81 9.91 9.06

F2.8+9R 3.7+7R 4.9+6R 6.5+5R 8.5+4R 10.8+4R 13.6+4R 16.8+3R 20.6+3R

16.0+51R 21.1+40R 28.0+34R 37.1+29R 48.5+23R 61.7+23R 77.7+23R 95.9+17R 117.6+17R

BP @ 12"q

1891 1521 1273 1097 964 862 779 712 65627.60 22.20 18.58 16.01 14.07 12.58 11.37 10.39 9.57

F2.7+9R 3.6+7R 4.8+6R 6.3+5R 8.1+4R 10.4+4R 13.0+4R 16.1+3R 19.6+3R

15.4+51R 20.6+40R 27.4+34R 36.0+29R 46.3+23R 59.4+23R 74.2+23R 91.9+17R 111.9+17R

TSW @ 24"q

2171 2043 1675 1630 1406 1390 1236 1233 111931.68 29.82 24.44 23.79 20.52 20.29 18.04 17.99 16.33

F5.0+1R 5.1+1R 6.9+1R 6.8+1R 8.7+1R 8.6+1R 10.6+1R 10.4 12.428.6+6R 29.1+6R 39.4+6R 38.8+6R 49.7+6R 49.1+6R 60.5+6R 59.4 70.8

TSW @ 18"q

2599 2350 1929 1833 1734 1540 1487 1431 132437.93 34.30 28.15 26.75 25.31 22.47 21.70 20.88 19.32


TSW @ 12"q

2985 2556 2270 2065 1912 1793 1699 1622 147843.56 37.30 33.13 30.14 27.90 26.17 24.80 23.67 21.57


TSW @ 6"q

3664 3215 2914 2698 2538 2413 2129 1759 147853.47 46.92 42.53 39.37 37.04 35.22 31.07 25.67 21.57




ShearTranz® II-42 with PLB™-36 Deck 7 Weld Pattern at Supports Sidelaps Connected with PunchLok® Tool Primer Painted or Galvanized

SH

EA

R-

TR

AN

Z®


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

22

VSC @ 24"q

1167 986 844 766 689 650 60217.03 14.39 12.32 11.18 10.06 9.49 8.79

F5.5+4R 5.6+4R 6.7+5R 6.8+6R 7.8+7R 7.8+8R 8.8+9R

31.4+23R 32.0+23R 38.3+29R 38.8+34R 44.5+40R 44.5+46R 50.2+51R

VSC @ 18"q

1199 1012 869 788 729 668 63717.50 14.77 12.68 11.50 10.64 9.75 9.30

F4.7+4R 5.0+4R 5.8+5R 6.1+6R 6.3+7R 7.1+8R 7.2+9R

26.8+23R 28.6+23R 33.1+29R 34.8+34R 36.0+40R 40.5+46R 41.1+51R

VSC @ 12"q

1225 1034 910 825 762 716 68117.88 15.09 13.28 12.04 11.12 10.45 9.94

F4.3+4R 4.6+4R 4.9+5R 5.2+6R 5.5+7R 5.7+8R 6.0+9R

24.6+23R 26.3+23R 28.0+29R 29.7+34R 31.4+40R 32.5+46R 34.3+51R

VSC @ 8"q

1270 1091 961 885 819 780 74118.53 15.92 14.02 12.92 11.95 11.38 10.81

F3.9+4R 4.0+4R 4.3+5R 4.4+6R 4.6+7R 4.7+8R 4.9+9R

22.3+23R 22.8+23R 24.6+29R 25.1+34R 26.3+40R 26.8+46R 28.0+51R

VSC @ 6"q

1308 1123 1004 923 866 824 75319.09 16.39 14.65 13.47 12.64 12.03 10.99

F3.6+4R 3.8+4R 3.9+5R 4.1+6R 4.2+7R 4.3+8R 4.4+9R

20.6+23R 21.7+23R 22.3+29R 23.4+34R 24.0+40R 24.6+46R 25.1+51R

VSC @ 4"q

1371 1190 1076 999 945 906 75320.01 17.37 15.70 14.58 13.79 13.22 10.99

F3.4+4R 3.5+4R 3.6+5R 3.7+6R 3.7+7R 3.8+8R 3.9+9R

19.4+23R 20.0+23R 20.6+29R 21.1+34R 21.1+40R 21.7+46R 22.3+51R

20

VSC @ 24"q

1513 1287 1105 1009 911 864 802 778 68822.08 18.78 16.13 14.73 13.30 12.61 11.70 11.35 10.04

F4.6+3R 4.7+3R 5.6+4R 5.7+5R 6.5+6R 6.5+6R 7.4+7R 7.3+8R 8.1+8R

26.3+17R 26.8+17R 32.0+23R 32.5+29R 37.1+34R 37.1+34R 42.3+40R 41.7+46R 46.3+46R

VSC @ 18"q

1558 1323 1140 1040 968 891 853 818 68822.74 19.31 16.64 15.18 14.13 13.00 12.45 11.94 10.04

F3.9+3R 4.2+3R 4.9+4R 5.1+5R 5.2+6R 5.9+6R 6.0+7R 6.1+8R 6.7+8R

22.3+17R 24.0+17R 28.0+23R 29.1+29R 29.7+34R 33.7+34R 34.3+40R 34.8+46R 38.3+46R

VSC @ 12"q

1597 1356 1200 1093 1017 960 917 818 68823.31 19.79 17.51 15.95 14.84 14.01 13.38 11.94 10.04

F3.6+3R 3.9+3R 4.1+4R 4.3+5R 4.6+6R 4.8+6R 4.9+7R 5.1+8R 5.3+8R

20.6+17R 22.3+17R 23.4+23R 24.6+29R 26.3+34R 27.4+34R 28.0+40R 29.1+46R 30.3+46R

VSC @ 8"q

1661 1437 1274 1181 1098 1053 990 818 68824.24 20.97 18.59 17.24 16.02 15.37 14.45 11.94 10.04

F3.2+3R 3.3+3R 3.6+4R 3.7+5R 3.9+6R 3.9+6R 4.1+7R 4.1+8R 4.3+8R

18.3+17R 18.8+17R 20.6+23R 21.1+29R 22.3+34R 22.3+34R 23.4+40R 23.4+46R 24.6+46R

VSC @ 6"q

1715 1483 1335 1236 1166 1116 990 818 68825.03 21.64 19.48 18.04 17.02 16.29 14.45 11.94 10.04

F3.0+3R 3.2+3R 3.3+4R 3.4+5R 3.5+6R 3.6+6R 3.6+7R 3.7+8R 3.8+8R

17.1+17R 18.3+17R 18.8+23R 19.4+29R 20.0+34R 20.6+34R 20.6+40R 21.1+46R 21.7+46R

VSC @ 4"q

1806 1580 1439 1345 1281 1223 990 818 68826.36 23.06 21.00 19.63 18.69 17.85 14.45 11.94 10.04

F2.8+3R 2.9+3R 3.0+4R 3.0+5R 3.1+6R 3.2+6R 3.2+7R 3.2+8R 3.3+8R

16.0+17R 16.6+17R 17.1+23R 17.1+29R 17.7+34R 18.3+34R 18.3+40R 18.3+46R 18.8+46R

ShearTranz II-42 element installation per details on pages 58 and 59.VSC = Verco Sidelap Connection


ShearTranz® II-42 with PLB™-36 Deck7 Weld Pattern at Supports



SH

EA

R-

TR

AN

Z®


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

18

VSC @ 24"q

2171 1870 1616 1496 1359 1304 1218 1195 105731.68 27.29 23.58 21.83 19.83 19.03 17.78 17.44 15.43

F3.4+2R 3.5+2R 4.2+3R 4.3+3R 4.9+4R 4.9+4R 5.5+5R 5.5+5R 6.1+6R

19.4+11R 20.0+11R 24.0+17R 24.6+17R 28.0+23R 28.0+23R 31.4+29R 31.4+29R 34.8+34R

VSC @ 18"q

2250 1934 1678 1549 1459 1351 1308 1257 105732.84 28.22 24.49 22.61 21.29 19.72 19.09 18.34 15.43

F3.0+2R 3.1+2R 3.7+3R 3.8+3R 3.9+4R 4.4+4R 4.5+5R 4.6+5R 5.0+6R

17.1+11R 17.7+11R 21.1+17R 21.7+17R 22.3+23R 25.1+23R 25.7+29R 26.3+29R 28.6+34R

VSC @ 12"q

2315 1990 1782 1642 1544 1473 1421 1257 105733.78 29.04 26.01 23.96 22.53 21.50 20.74 18.34 15.43

F2.7+2R 2.9+2R 3.1+3R 3.2+3R 3.4+4R 3.5+4R 3.7+5R 3.8+5R 3.9+6R

15.4+11R 16.6+11R 17.7+17R 18.3+17R 19.4+23R 20.0+23R 21.1+29R 21.7+29R 22.3+34R

VSC @ 8"q

2426 2130 1910 1794 1686 1637 1521 1257 105735.40 31.09 27.87 26.18 24.61 23.89 22.20 18.34 15.43

F2.4+2R 2.5+2R 2.7+3R 2.7+3R 2.9+4R 2.9+4R 3.0+5R 3.1+5R 3.2+6R

13.7+11R 14.3+11R 15.4+17R 15.4+17R 16.6+23R 16.6+23R 17.1+29R 17.7+29R 18.3+34R

VSC @ 6"q

2519 2210 2017 1891 1805 1747 1521 1257 105736.76 32.25 29.44 27.60 26.34 25.50 22.20 18.34 15.43

F2.3+2R 2.4+2R 2.4+3R 2.5+3R 2.6+4R 2.6+4R 2.7+5R 2.7+5R 2.8+6R

13.1+11R 13.7+11R 13.7+17R 14.3+17R 14.8+23R 14.8+23R 15.4+29R 15.4+29R 16.0+34R

VSC @ 4"q

2676 2378 2197 2082 2006 1878 1521 1257 105739.05 34.70 32.06 30.38 29.28 27.41 22.20 18.34 15.43

F2.1+2R 2.2+2R 2.2+3R 2.3+3R 2.3+4R 2.3+4R 2.4+5R 2.4+5R 2.4+6R

12.0+11R 12.6+11R 12.6+17R 13.1+17R 13.1+23R 13.1+23R 13.7+29R 13.7+29R 13.7+34R

16

VSC @ 24"q

2839 2476 2154 2018 1844 1790 1682 1667 147841.43 36.13 31.44 29.45 26.91 26.12 24.55 24.33 21.57


VSC @ 18"q

2958 2573 2249 2100 1999 1863 1821 1759 147843.17 37.55 32.82 30.65 29.17 27.19 26.58 25.67 21.57


VSC @ 12"q

3058 2659 2408 2243 2130 2051 1996 1759 147844.63 38.81 35.14 32.73 31.09 29.93 29.13 25.67 21.57


VSC @ 8"q

3226 2873 2604 2477 2349 2304 2129 1759 147847.08 41.93 38.00 36.15 34.28 33.62 31.07 25.67 21.57


VSC @ 6"q

3368 2994 2768 2625 2533 2475 2129 1759 147849.15 43.69 40.40 38.31 36.97 36.12 31.07 25.67 21.57


VSC @ 4"q

3606 3252 3044 2918 2843 2628 2129 1759 147852.63 47.46 44.42 42.59 41.49 38.35 31.07 25.67 21.57


ShearTranz II-42 element installation per details on pages 58 and 59.VSC = Verco Sidelap Connection


ShearTranz® II with HSB®-36 Deck 7 Weld Pattern at Supports Button Punch or 1½" Top Seam Weld Primer Painted or Galvanized

SH

EA

R-

TR

AN

Z®


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

5'-0"1,520

5'-6"1,680

6'-0" 1,830

6'-6" 1,980

7'-0"2,130

7'-6" 2,290

8'-0"2,440

8'-6" 2,590

9'-0"2,740

9'-6" 2,900

10'-0"3,050

22

BP @ 24”q

953 880 819 767 724 686 653 624 598 576 55513.91 12.84 11.95 11.19 10.57 10.01 9.53 9.11 8.73 8.41 8.10

F7.8 8.4 8.9 9.5 10.0 10.5 11.1 11.6 12.2 12.7 13.344.5 48.0 50.8 54.2 57.1 60.0 63.4 66.2 69.7 72.5 75.9

BP @ 18”q

997 924 863 813 769 732 699 671 646 623 60314.55 13.48 12.59 11.86 11.22 10.68 10.20 9.79 9.43 9.09 8.80

F7.6 8.1 8.6 9.1 9.6 10.1 10.5 11.0 11.5 12.0 12.443.4 46.3 49.1 52.0 54.8 57.7 60.0 62.8 65.7 68.5 70.8

BP @ 12”q

1084 1012 953 903 860 824 792 765 740 719 70015.82 14.77 13.91 13.18 12.55 12.03 11.56 11.16 10.80 10.49 10.22

F7.2 7.6 8.1 8.5 8.9 9.2 9.6 10.0 10.4 10.7 11.141.1 43.4 46.3 48.5 50.8 52.5 54.8 57.1 59.4 61.1 63.4

TSW @ 24”q

865 808 759 719 684 654 628 605 585 567 55112.62 11.79 11.08 10.49 9.98 9.54 9.16 8.83 8.54 8.27 8.04

F5.1 5.3 5.5 5.7 5.9 6.1 6.2 6.4 6.5 6.7 6.829.1 30.3 31.4 32.5 33.7 34.8 35.4 36.5 37.1 38.3 38.8

TSW @ 18”q

961 904 855 815 780 750 724 701 681 663 64714.02 13.19 12.48 11.89 11.38 10.95 10.57 10.23 9.94 9.68 9.44

F4.9 5.1 5.2 5.4 5.5 5.6 5.8 5.9 6.0 6.1 6.228.0 29.1 29.7 30.8 31.4 32.0 33.1 33.7 34.3 34.8 35.4

TSW @ 12”q

1153 1095 1047 1007 972 942 916 893 873 855 83916.83 15.98 15.28 14.70 14.19 13.75 13.37 13.03 12.74 12.48 12.24

F4.6 4.7 4.8 4.9 5.0 5.1 5.1 5.2 5.3 5.4 5.526.3 26.8 27.4 28.0 28.6 29.1 29.1 29.7 30.3 30.8 31.4

20

BP @ 24”q

1120 1032 959 898 845 799 760 725 694 667 64316.35 15.06 14.00 13.11 12.33 11.66 11.09 10.58 10.13 9.73 9.38

F6.1 6.5 6.9 7.3 7.7 8.2 8.6 9.1 9.5 9.9 10.434.8 37.1 39.4 41.7 44.0 46.8 49.1 52.0 54.2 56.5 59.4

BP @ 18”q

1165 1078 1005 944 892 847 808 773 743 716 69217.00 15.73 14.67 13.78 13.02 12.36 11.79 11.28 10.84 10.45 10.10

F5.9 6.3 6.7 7.1 7.5 7.8 8.2 8.6 9.0 9.4 9.833.7 36.0 38.3 40.5 42.8 44.5 46.8 49.1 51.4 53.7 56.0

BP @ 12”q

1255 1168 1097 1037 985 942 903 870 841 815 79218.32 17.05 16.01 15.13 14.37 13.75 13.18 12.70 12.27 11.89 11.56

F5.7 6.0 6.3 6.6 7.0 7.3 7.6 7.9 8.2 8.6 8.932.5 34.3 36.0 37.7 40.0 41.7 43.4 45.1 46.8 49.1 50.8

TSW @ 24”q

1309 1218 1143 1079 1025 978 938 902 870 842 81719.10 17.78 16.68 15.75 14.96 14.27 13.69 13.16 12.70 12.29 11.92

F4.1 4.2 4.4 4.5 4.6 4.8 4.9 5.0 5.2 5.3 5.423.4 24.0 25.1 25.7 26.3 27.4 28.0 28.6 29.7 30.3 30.8

TSW @ 18”q

1447 1356 1281 1218 1163 1117 1076 1040 1008 980 95521.12 19.79 18.69 17.78 16.97 16.30 15.70 15.18 14.71 14.30 13.94

F3.9 4.0 4.1 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.022.3 22.8 23.4 24.6 25.1 25.7 26.3 26.8 27.4 28.0 28.6

TSW @ 12”q

1724 1633 1558 1494 1440 1393 1352 1317 1285 1209 109125.16 23.83 22.74 21.80 21.02 20.33 19.73 19.22 18.75 17.64 15.92

F3.6 3.7 3.8 3.9 4.0 4.0 4.1 4.2 4.3 4.3 4.420.6 21.1 21.7 22.3 22.8 22.8 23.4 24.0 24.6 24.6 25.1

ShearTranz II element installation per details on pages 58 and 59.BP = Button Punch; TSW = Top Seam Weld

ShearTranz® II with HSB®-36 Deck7 Weld Pattern at Supports




SH

EA

R-

TR

AN

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GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

5'-0"1,520

5'-6"1,680

6'-0" 1,830

6'-6" 1,980

7'-0"2,130

7'-6" 2,290

8'-0"2,440

8'-6" 2,590

9'-0"2,740

9'-6" 2,900

10'-0"3,050

18

BP @ 24”q

1453 1335 1238 1156 1085 1025 972 926 885 848 81521.20 19.48 18.07 16.87 15.83 14.96 14.19 13.51 12.92 12.38 11.89

F4.1 4.4 4.6 4.9 5.2 5.5 5.8 6.2 6.5 6.8 7.123.4 25.1 26.3 28.0 29.7 31.4 33.1 35.4 37.1 38.8 40.5

BP @ 18”q

1499 1382 1286 1204 1135 1075 1022 977 936 900 86821.88 20.17 18.77 17.57 16.56 15.69 14.91 14.26 13.66 13.13 12.67

F4.0 4.3 4.5 4.8 5.1 5.4 5.6 5.9 6.2 6.5 6.822.8 24.6 25.7 27.4 29.1 30.8 32.0 33.7 35.4 37.1 38.8

BP @ 12”q

1592 1477 1381 1301 1233 1174 1123 1079 1040 1005 97423.23 21.56 20.15 18.99 17.99 17.13 16.39 15.75 15.18 14.67 14.21

F3.9 4.1 4.3 4.6 4.8 5.1 5.3 5.5 5.8 6.0 6.222.3 23.4 24.6 26.3 27.4 29.1 30.3 31.4 33.1 34.3 35.4

TSW @ 24”q

1862 1751 1659 1583 1518 1463 1416 1375 1339 1308 128127.17 25.55 24.21 23.10 22.15 21.35 20.66 20.07 19.54 19.09 18.69

F2.8 2.9 3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.816.0 16.6 17.1 17.7 18.3 18.8 19.4 20.0 20.6 21.1 21.7

TSW @ 18”q

2045 1936 1847 1773 1711 1659 1614 1576 1543 1514 145329.84 28.25 26.95 25.87 24.97 24.21 23.55 23.00 22.52 22.10 21.20

F2.7 2.8 2.9 3.0 3.1 3.1 3.2 3.3 3.4 3.4 3.515.4 16.0 16.6 17.1 17.7 17.7 18.3 18.8 19.4 19.4 20.0

TSW @ 12”q

2411 2307 2224 2155 2098 2051 2011 1978 1794 1610 145335.19 33.67 32.46 31.45 30.62 29.93 29.35 28.87 26.18 23.50 21.20

F2.6 2.7 2.7 2.8 2.8 2.9 2.9 3.0 3.0 3.1 3.114.8 15.4 15.4 16.0 16.0 16.6 16.6 17.1 17.1 17.7 17.7

16

BP @ 24”q

1787 1640 1518 1415 1328 1252 1185 1127 1076 1030 98926.08 23.93 22.15 20.65 19.38 18.27 17.29 16.45 15.70 15.03 14.43

F3.0 3.2 3.4 3.7 3.9 4.1 4.4 4.6 4.8 5.1 5.317.1 18.3 19.4 21.1 22.3 23.4 25.1 26.3 27.4 29.1 30.3

BP @ 18”q

1835 1689 1568 1466 1379 1304 1238 1181 1130 1085 104526.78 24.65 22.88 21.39 20.12 19.03 18.07 17.24 16.49 15.83 15.25

F3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.7 4.9 5.117.1 18.3 19.4 20.6 21.7 22.8 24.0 25.1 26.8 28.0 29.1

BP @ 12”q

1932 1787 1668 1567 1482 1408 1344 1288 1239 1195 115628.20 26.08 24.34 22.87 21.63 20.55 19.61 18.80 18.08 17.44 16.87

F2.9 3.1 3.3 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.816.6 17.7 18.8 19.4 20.6 21.7 22.8 24.0 25.1 26.3 27.4

TSW @ 24”q

2279 2140 2026 1932 1852 1784 1725 1675 1631 1592 155933.26 31.23 29.57 28.20 27.03 26.04 25.17 24.44 23.80 23.23 22.75

F2.2 2.2 2.3 2.4 2.5 2.5 2.6 2.7 2.8 2.8 2.912.6 12.6 13.1 13.7 14.3 14.3 14.8 15.4 16.0 16.0 16.6

TSW @ 18”q

2491 2356 2246 2154 2078 2013 1958 1911 1870 1835 180336.35 34.38 32.78 31.44 30.33 29.38 28.57 27.89 27.29 26.78 26.31

F2.1 2.2 2.2 2.3 2.3 2.4 2.5 2.5 2.6 2.6 2.712.0 12.6 12.6 13.1 13.1 13.7 14.3 14.3 14.8 14.8 15.4

TSW @ 12”q

2915 2787 2684 2600 2530 2472 2424 2383 2226 1998 180342.54 40.67 39.17 37.94 36.92 36.08 35.38 34.78 32.49 29.16 26.31

F2.0 2.0 2.1 2.1 2.2 2.2 2.3 2.3 2.3 2.4 2.411.4 11.4 12.0 12.0 12.6 12.6 13.1 13.1 13.1 13.7 13.7

ShearTranz II element installation per details on pages 58 and 59.BP = Button Punch; TSW = Top Seam Weld


ShearTranz® DetailsS

HE

AR

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®


ShearTranz® Element Installation InstructionsS

HE

AR

-T

RA

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®


ShearTranz® with HSB®-36 Deck 6 Weld Pattern at Supports Button Punch or 1½" Top Seam Weld Primer Painted or Galvanized

SH

EA

R-

TR

AN

Z®


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

22

BP @ 24" q

340 270 270 260 2604.96 3.94 3.94 3.79 3.79

F4.8+34.6R 6.4+28.9R 7.8+24.7R 9.5+21.6R 11.5+19.2R27.4+197.6R 36.5+165.0R 44.5+141.0R 54.2+123.3R 65.7+109.6R

BP @ 12" q

390 330 330 320 3205.69 4.82 4.82 4.67 4.67

F4.6+34.6R 5.7+28.9R 6.9+24.7R 8.2+21.6R 9.8+19.2R26.3+197.6R 32.5+165.0R 39.4+141.0R 46.8+123.3R 56.0+109.6R

TSW @ 24" q

740 600 550 510 480 46010.80 8.76 8.03 7.44 7.01 6.71

F12.7 15.1 16.2 17.2 18.1 18.872.5 86.2 92.5 98.2 103.4 107.4

TSW @12" q

1000 920 870 840 810 79014.59 13.43 12.70 12.26 11.82 11.53

F10.1 10.7 11.2 11.5 11.9 12.157.7 61.1 64.0 65.7 68.0 69.1

20

BP @ 24" q

530 420 410 400 3907.73 6.13 5.98 5.84 5.69

F4.4+20.0R 6.0+16.7R 7.5+14.3R 9.3+12.5R 11.4+11.1R25.1+114.2R 34.3+95.4R 42.8+81.7R 53.1+71.4R 65.1+63.4R

BP @ 12" q

580 490 480 470 4608.46 7.15 7.01 6.86 6.71

F4.2+20.0R 5.5+16.7R 6.7+14.3R 8.2+12.5R 10.0+11.1R24.0+114.2R 31.4+95.4R 38.3+81.7R 46.8+71.4R 57.1+63.4R

TSW @ 24" q

930 780 710 650 610 58013.57 11.38 10.36 9.49 8.90 8.46

F9.8 11.9 12.9 13.6 14.3 15.056.0 68.0 73.7 77.7 81.7 85.7

TSW @12" q

1230 1180 1100 1050 1010 97017.95 17.22 16.05 15.32 14.74 14.16

F8.0 8.6 9.0 9.3 9.6 9.845.7 49.1 51.4 53.1 54.8 56.0

18

BP @ 24" q

890 730 630 560 500 45012.99 10.65 9.19 8.17 7.30 6.57

F4.2+8.5R 5.6+7.1R 7.2+6.1R 9.1+5.3R 11.3+4.7R 13.9+4.2R

24.0+48.5R 32.0+40.5R 41.1+34.8R 52.0+30.3R 64.5+26.8R 79.4+24.0R

BP @ 12" q

950 820 710 630 560 51013.86 11.97 10.36 9.19 8.17 7.44

F3.9+8.5R 5.2+7.1R 6.6+6.1R 8.3+5.3R 10.2+4.7R 12.5+4.2R

22.3+48.5R 29.7+40.5R 37.7+34.8R 47.4+30.3R 58.2+26.8R 71.4+24.0R

TSW @ 24" q

1160 990 930 880 860 84016.93 14.45 13.57 12.84 12.55 12.26

F6.6 7.9 8.7 9.4 10.0 10.537.7 45.1 49.7 53.7 57.1 60.0

TSW @ 12" q

1480 1420 1380 1370 1370 136021.60 20.72 20.14 19.99 19.99 19.85

F5.6 6.0 6.4 6.7 6.9 7.132.0 34.3 36.5 38.3 39.4 40.5

ShearTranz element installation per details on pages 58 and 59.BP = Button Punch; TSW = Top Seam Weld

ShearTranz® with HSB®-36 Deck6 Weld Pattern at Supports




SH

EA

R-

TR

AN

Z®


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

16

BP @ 24" q

1080 900 770 680 610 55015.76 13.13 11.24 9.92 8.90 8.03

F3.6+4.3R 5.4+3.6R 7.0+3.1R 8.9+2.7R 11.2+2.4R 13.9+2.2R

20.6+24.6R 30.8+20.6R 40.0+17.7R 50.8+15.4R 64.0+13.7R 79.4+12.6R

BP @ 12" q

1140 970 840 740 670 60016.64 14.16 12.26 10.80 9.78 8.76

F3.5+4.3R 5.0+3.6R 6.5+3.1R 8.3+2.7R 10.4+2.4R 12.8+2.2R

20.0+24.6R 28.6+20.6R 37.1+17.7R 47.4+15.4R 59.4+13.7R 73.1+12.6R

TSW @ 24" q

1390 1190 1110 1050 1020 100020.29 17.37 16.20 15.32 14.89 14.59

F4.9 5.8 6.4 7.0 7.5 8.028.0 33.1 36.5 40.0 42.8 45.7

TSW @ 12" q

1740 1660 1610 1580 1580 159025.39 24.23 23.50 23.06 23.06 23.20

F4.2 4.6 4.9 5.1 5.4 5.524.0 26.3 28.0 29.1 30.8 31.4


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

22

BP @ 24" q

450 400 380 370 3506.57 5.84 5.55 5.40 5.11

F5.1+28.1R 6.1+23.4R 7.5+20.0R 9.3+17.5R 11.4+15.6R29.1+160.5R 34.8+133.6R 42.8+114.2R 53.1+99.9R 65.1+89.1R

BP @ 12" q

510 460 440 430 4107.44 6.71 6.42 6.28 5.98

F4.9+28.1R 5.7+23.4R 6.9+20.0R 8.4+17.5R 10.1+15.6R28.0+160.5R 32.5+133.6R 39.4+114.2R 48.0+99.9R 57.7+89.1R

TSW @ 24" q

940 780 730 680 620 58013.72 11.38 10.65 9.92 9.05 8.46

F9.3 11.1 12.3 13.5 14.6 15.553.1 63.4 70.2 77.1 83.4 88.5

TSW @ 12" q

1160 1090 1050 1010 950 90016.93 15.91 15.32 14.74 13.86 13.13

F8.1 8.8 9.5 10.0 10.5 10.946.3 50.2 54.2 57.1 60.0 62.2


ShearTranz® with HSB®-36 Deck7 Weld Pattern at Supports




ShearTranz® with HSB®-36 Deck 7 Weld Pattern at Supports Button Punch or 1½" Top Seam Weld Primer Painted or Galvanized

SH

EA

R-

TR

AN

Z®


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

20

BP @ 24" q

710 620 590 560 52010.36 9.05 8.61 8.17 7.59

F4.7+16.2R 5.7+13.5R 7.2+11.6R 9.0+10.1R 11.2+9.0R26.8+92.5R 32.5+77.1R 41.1+66.2R 51.4+57.7R 64.0+51.4R

BP @ 12" q

770 690 660 640 58011.24 10.07 9.63 9.34 8.46

F4.5+16.2R 5.4+13.5R 6.7+11.6R 8.3+10.1R 10.1+9.0R25.7+92.5R 30.8+77.1R 38.3+66.2R 47.4+57.7R 57.7+51.4R

TSW @ 24" q

1100 930 860 810 780 72016.05 13.57 12.55 11.82 11.38 10.51

F7.3 8.7 9.8 10.7 11.7 12.541.7 49.7 56.0 61.1 66.8 71.4

TSW @ 12" q

1340 1250 1200 1180 1170 112019.56 18.24 17.51 17.22 17.07 16.35

F6.4 7.1 7.6 8.1 8.5 8.936.5 40.5 43.4 46.3 48.5 50.8

18

BP @ 24" q

1200 970 840 740 660 60017.51 14.16 12.26 10.80 9.63 8.76

F4.2+6.6R 5.3+5.7R 6.8+4.9R 8.7+4.3R 10.9+3.8R 13.6+3.4R

24.0+37.7R 30.3+32.5R 38.8+28.0R 49.7+24.6R 62.2+21.7R 77.7+19.4R

BP @ 12" q

1270 1050 910 800 720 66018.53 15.32 13.28 11.68 10.51 9.63

F4.1+6.6R 5.0+5.7R 6.4+4.9R 8.1+4.3R 10.2+3.8R 12.6+3.4R

23.4+37.7R 28.6+32.5R 36.5+28.0R 46.3+24.6R 58.2+21.7R 71.9+19.4R

TSW @ 24" q

1420 1200 1100 1040 1000 97020.72 17.51 16.05 15.18 14.59 14.16

F5.0 6.0 6.8 7.6 8.3 8.928.6 34.3 38.8 43.4 47.4 50.8

TSW @ 12" q

1690 1560 1500 1470 1460 147024.66 22.77 21.89 21.45 21.31 21.45

F4.5 5.0 5.5 5.8 6.2 6.525.7 28.6 31.4 33.1 35.4 37.1

16

BP @ 24" q

1140 1200 1030 910 810 73016.64 17.51 15.03 13.28 11.82 10.65

F3.9+3.5R 5.0+2.9R 6.5+2.5R 8.5+2.2R 10.8+1.9R 13.5+1.8R

22.3+20.0R 28.6+16.6R 37.1+14.3R 48.5+12.6R 61.7+10.8R 77.1+10.3R

BP @ 12" q

1540 1270 1100 970 870 78022.47 18.53 16.05 14.16 12.70 11.38

F3.8+3.5R 4.8+2.9R 6.2+2.5R 8.0+2.2R 10.2+1.9R 12.8+1.8R

21.7+20.0R 27.4+16.6R 35.4+14.3R 45.7+12.6R 58.2+10.8R 73.1+10.3R

TSW @ 24" q

1740 1470 1350 1270 1210 118025.39 21.45 19.70 18.53 17.66 17.22

F3.8 4.6 5.2 5.8 6.4 6.921.7 26.3 29.7 33.1 36.5 39.4

TSW @ 12" q

2050 1880 1800 1760 1750 176029.92 27.44 26.27 25.69 25.54 25.69

F3.5 3.9 4.2 4.5 4.8 5.120.0 22.3 24.0 25.7 27.4 29.1



System 80HSB®-36 Deck with ShearTranz® System

Insulating Concrete Fill

7 Weld Pattern at Supports

Galvanized

SH

EA

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TR

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GAGESIDELAP

ATTACHMENT

MAXIMUM CLEAR SPAN(ft-in., mm)

8'-0" 2,440

9'-0"2,740

10'-0"3,050

22

BP @ 24”q 880

12.84

F 13.074.2

TSW @ 24”q 1050

15.32

F 8.045.7

TSW @ 16”q 1160

16.93

F 4.525.7

20

BP @ 24”q 970 890 820

14.16 12.99 11.97

F 13.0 13.0 13.074.2 74.2 74.2

TSW @ 24”q 1290 1190 1090

18.83 17.37 15.91

F 8.0 8.0 8.045.7 45.7 45.7

TSW @ 16”q 1430 1340 1260

20.87 19.56 18.39

F 4.5 4.5 4.525.7 25.7 25.7

18

BP @ 24”q 1030 990 960

15.03 14.45 14.01

F 13.0 13.0 13.074.2 74.2 74.2

TSW @ 24”q 1370 1320 1280

19.99 19.26 18.68

F 8.0 8.0 8.045.7 45.7 45.7

TSW @ 16”q 1520 1490 1480

22.18 21.74 21.60

F 4.5 4.5 4.525.7 25.7 25.7


Vent Tabs(optional)

HSB-36 Deck

ShearTranz

Polystyrene Board

Insulating ConcreteFill

2" Minimum(51 mm)4" Maximum(102 mm)

1-i" Minimum(3 mm)

System 80 consists of galvanized HSB-36 deck and the ShearTranz system combined with insulating concrete for maximum shear capacity and outstanding insulation.

Positive venting of the HSB-36 deck is accomplished through the use of vent tabs spaced at approximately 6 in. on center in the interior bottom flanges of the deck.

ShearTranz elements are located at shear collectors perpendicular to the deck corru-gations. See pages 58 and 59 for Shear-Tranz installation details.

Insulating concrete and polystyrene board thicknesses may be varied to provide the required U factor.

System 80 diaphragm values are based on aggregate type insulating concrete, such as Zonolite. Other aggregate type insulating concretes complying with the requirements of ICBO ES Report ER2078P may also be used.

A 2-hour fire rating is possible for System 80 with a 2-inch minimum thickness of insulating concrete and key deck mesh.

If insulating concrete material other than those specified here is used, refer to the fill manufacturer for diaphragm capacity and venting requirements. An alternative is to consider the deck alone, or deck in con-junction with a ShearTranz system for diaphragm capacity, utilizing the insulating concrete to achieve fire ratings and meet insulation requirements.

Button Punch or 11-w" Top Seam Weld


Type PLN™-24 4 Weld Pattern at Supports Sidelaps Connected with PunchLok® Tool Primer Painted or Galvanized


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

14'-0" 4,270

16'-0"4,880

22

VSC @ 24"q

480 457 410 399 367 362 339 318 3037.01 6.67 5.98 5.82 5.36 5.28 4.95 4.64 4.42


VSC @ 18"q

518 487 463 422 409 398 373 361 3407.56 7.11 6.76 6.16 5.97 5.81 5.44 5.27 4.96


VSC @ 12"q

583 540 508 483 462 445 431 409 3928.51 7.88 7.41 7.05 6.74 6.49 6.29 5.97 5.72


VSC @ 8"q

662 627 583 564 535 523 502 479 4619.66 9.15 8.51 8.23 7.81 7.63 7.33 6.99 6.73

F7.0+51R 7.2+47R 7.8+44R 7.9+41R 8.5+39R 8.6+37R 9.2+36R 9.8+33R 10.3+31R

40.0+291R 41.1+268R 44.5+251R 45.1+234R 48.5+223R 49.1+211R 52.5+206R 56.0+188R 58.8+177R

VSC @ 6"q

728 682 647 619 596 578 562 537 51910.62 9.95 9.44 9.03 8.70 8.44 8.20 7.84 7.57

F5.7+51R 6.0+47R 6.2+44R 6.4+41R 6.7+39R 6.9+37R 7.1+36R 7.4+33R 7.8+31R

32.5+291R 34.3+268R 35.4+251R 36.5+234R 38.3+223R 39.4+211R 40.5+206R 42.3+188R 44.5+177R

VSC @ 4"q

840 791 753 723 699 679 662 602 54512.26 11.54 10.99 10.55 10.20 9.91 9.66 8.79 7.95

F4.5+51R 4.6+47R 4.7+44R 4.9+41R 5.0+39R 5.1+37R 5.2+36R 5.4+33R 5.6+31R

25.7+291R 26.3+268R 26.8+251R 28.0+234R 28.6+223R 29.1+211R 29.7+206R 30.8+188R 32.0+177R

20

VSC @ 24"q

680 646 580 563 518 510 477 448 4269.92 9.43 8.46 8.22 7.56 7.44 6.96 6.54 6.22


VSC @ 18"q

733 687 652 595 576 560 525 507 47710.70 10.03 9.52 8.68 8.41 8.17 7.66 7.40 6.96


VSC @ 12"q

820 759 713 677 648 624 604 573 54911.97 11.08 10.41 9.88 9.46 9.11 8.81 8.36 8.01

F8.0+34R 8.7+31R 9.3+29R 9.8+27R 10.3+26R 10.9+25R 11.3+24R 12.3+22R 13.2+21R

45.7+194R 49.7+177R 53.1+166R 56.0+154R 58.8+148R 62.2+143R 64.5+137R 70.2+126R 75.4+120R

VSC @ 8"q

927 877 815 787 747 730 701 668 64413.53 12.80 11.89 11.49 10.90 10.65 10.23 9.75 9.40

F5.7+34R 5.8+31R 6.4+29R 6.5+27R 7.0+26R 7.0+25R 7.5+24R 8.0+22R 8.5+21R

32.5+194R 33.1+177R 36.5+166R 37.1+154R 40.0+148R 40.0+143R 42.8+137R 45.7+126R 48.5+120R

VSC @ 6"q

1017 952 902 862 831 804 783 749 72314.84 13.89 13.16 12.58 12.13 11.73 11.43 10.93 10.55

F4.6+34R 4.9+31R 5.1+29R 5.3+27R 5.4+26R 5.6+25R 5.8+24R 6.1+22R 6.4+21R

26.3+194R 28.0+177R 29.1+166R 30.3+154R 30.8+148R 32.0+143R 33.1+137R 34.8+126R 36.5+120R

VSC @ 4"q

1169 1099 1046 1004 971 943 920 869 78617.06 16.04 15.27 14.65 14.17 13.76 13.43 12.68 11.47

F3.7+34R 3.8+31R 3.9+29R 4.0+27R 4.1+26R 4.2+25R 4.3+24R 4.5+22R 4.6+21R

21.1+194R 21.7+177R 22.3+166R 22.8+154R 23.4+148R 24.0+143R 24.6+137R 25.7+126R 26.3+120R


PL

N™

or

N

WE

LD

S

Type PLN™-244 Weld Pattern at Supports





GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

14'-0" 4,270

16'-0"4,880

18

VSC @ 24"q

1072 1016 913 885 816 802 752 707 67415.64 14.83 13.32 12.92 11.91 11.70 10.97 10.32 9.84


VSC @ 18"q

1151 1079 1023 934 904 879 825 798 75416.80 15.75 14.93 13.63 13.19 12.83 12.04 11.65 11.00

F8.1+18R 8.3+16R 8.6+15R 10.4+14R 10.5+14R 10.7+13R 12.5+12R 12.7+12R 14.4+11R

46.3+103R 47.4+91R 49.1+86R 59.4+80R 60.0+80R 61.1+74R 71.4+69R 72.5+69R 82.2+63R

VSC @ 12"q

1284 1188 1116 1060 1015 978 948 900 86518.74 17.34 16.29 15.47 14.81 14.27 13.84 13.13 12.62

F5.6+18R 6.0+16R 6.4+15R 6.8+14R 7.2+14R 7.6+13R 8.0+12R 8.7+12R 9.3+11R

32.0+103R 34.3+91R 36.5+86R 38.8+80R 41.1+80R 43.4+74R 45.7+69R 49.7+69R 53.1+63R

VSC @ 8"q

1446 1367 1272 1229 1167 1141 1097 1048 101221.10 19.95 18.56 17.94 17.03 16.65 16.01 15.29 14.77

F4.0+18R 4.1+16R 4.5+15R 4.6+14R 4.9+14R 5.0+13R 5.3+12R 5.7+12R 6.1+11R

22.8+103R 23.4+91R 25.7+86R 26.3+80R 28.0+80R 28.6+74R 30.3+69R 32.5+69R 34.8+63R

VSC @ 6"q

1583 1481 1404 1343 1295 1256 1224 1173 113623.10 21.61 20.49 19.60 18.90 18.33 17.86 17.12 16.58

F3.3+18R 3.5+16R 3.6+15R 3.8+14R 3.9+14R 4.0+13R 4.2+12R 4.4+12R 4.6+11R

18.8+103R 20.0+91R 20.6+86R 21.7+80R 22.3+80R 22.8+74R 24.0+69R 25.1+69R 26.3+63R

VSC @ 4"q

1812 1705 1624 1561 1511 1469 1435 1383 134526.44 24.88 23.70 22.78 22.05 21.44 20.94 20.18 19.63


16

VSC @ 24"q

1439 1364 1227 1192 1101 1084 1017 959 91621.00 19.91 17.91 17.40 16.07 15.82 14.84 14.00 13.37


VSC @ 18"q

1544 1448 1375 1257 1219 1187 1116 1083 102522.53 21.13 20.07 18.34 17.79 17.32 16.29 15.81 14.96


VSC @ 12"q

1720 1594 1500 1426 1368 1321 1282 1221 117825.10 23.26 21.89 20.81 19.96 19.28 18.71 17.82 17.19


VSC @ 8"q

1937 1834 1709 1654 1573 1541 1484 1423 137828.27 26.77 24.94 24.14 22.96 22.49 21.66 20.77 20.11


VSC @ 6"q

2119 1985 1885 1808 1746 1696 1655 1593 154730.92 28.97 27.51 26.39 25.48 24.75 24.15 23.25 22.58


VSC @ 4"q

2424 2285 2181 2100 2036 1985 1942 1877 183135.38 33.35 31.83 30.65 29.71 28.97 28.34 27.39 26.72



PL

N™

or N

W

EL

DS


Type N-24 4 Weld Pattern at Supports Button Punch or 1½" Top Seam Weld Primer Painted or Galvanized


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

14'-0" 4,270

16'-0"4,880

22

BP @ 24" q 234 216 189 180 163 158 145 130 119

3.41 3.15 2.76 2.63 2.38 2.31 2.12 1.90 1.74


BP @ 12" q 285 260 241 227 216 207 198 184 173

4.16 3.79 3.52 3.31 3.15 3.02 2.89 2.69 2.52


TSW @ 24"q 234 231 201 202 181 183 167 158 151

3.41 3.37 2.93 2.95 2.64 2.67 2.44 2.31 2.20


TSW @ 12"q 343 324 309 298 289 282 276 267 260

5.01 4.73 4.51 4.35 4.22 4.12 4.03 3.90 3.79


20

BP @ 24" q 355 323 283 266 240 231 212 189 171

5.18 4.71 4.13 3.88 3.50 3.37 3.09 2.76 2.50


BP @ 12" q 415 374 344 321 303 289 277 253 235

6.06 5.46 5.02 4.68 4.42 4.22 4.04 3.69 3.43


TSW @ 24"q 384 371 322 320 286 287 262 245 232

5.60 5.41 4.70 4.67 4.17 4.19 3.82 3.58 3.39


TSW @ 12"q 540 505 479 459 443 429 418 401 389

7.88 7.37 6.99 6.70 6.47 6.26 6.10 5.85 5.68


18

BP @ 24" q 637 568 498 461 416 394 362 324 296

9.30 8.29 7.27 6.73 6.07 5.75 5.28 4.73 4.32


BP @ 12" q 710 632 574 530 494 466 443 407 381

10.36 9.22 8.38 7.73 7.21 6.80 6.47 5.94 5.56


TSW @ 24"q 819 773 670 652 582 576 524 483 453

11.95 11.28 9.78 9.52 8.49 8.41 7.65 7.05 6.61


TSW @ 12"q 1096 1011 948 899 860 828 802 761 730

15.99 14.75 13.84 13.12 12.55 12.08 11.70 11.11 10.65



PL

N™

or

N

WE

LD

S

Type N-244 Weld Pattern at Supports





GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

11'-0"3,350

12'-0"3,660

14'-0" 4,270

16'-0"4,880

16

BP @ 24" q 918 812 712 654 590 554 509 453 411

13.40 11.85 10.39 9.54 8.61 8.09 7.43 6.61 6.00


BP @ 12" q 1000 884 797 731 678 636 601 547 508

14.59 12.90 11.63 10.67 9.89 9.28 8.77 7.98 7.41


TSW @ 24"q 1197 1137 1002 982 891 888 821 774 742

17.47 16.59 14.62 14.33 13.00 12.96 11.98 11.30 10.83


TSW @ 12"q 1558 1453 1378 1322 1280 1248 1223 1190 1170

22.74 21.20 20.11 19.29 18.68 18.21 17.85 17.37 17.07

F 5.0+21R 4.8+18R 4.7+16R 4.6+14R 4.5+12R 4.4+11R 4.3+10R 4.1+9R 3.9+8R28.6+120R 27.4+103R 26.8+91R 26.3+80R 25.7+69R 25.1+63R 24.6+57 23.4+51R 22.3+46R


ShearTranz® with Type N-24 Deck4 Weld Pattern at Supports

1½" Top Seam Weld



GAGE

SIDELAP ATTACH-

MENT

SPAN (ft-in., mm)

END LAP NOT WELDEDEND LAP WELDED WITH 1 in. (25 mm)

FILLET WELD ON TOP FLUTES

6'-0" 1,830

8'-0"2,440

10'-0"3,050

12'-0"3,660

14'-0" 4,270

6'-0" 1,830

8'-0"2,440

10'-0"3,050

12'-0"3,660

14'-0" 4,270

22 TSW @ 12"q 620 620 540 450 380 750 670 540 450 380

9.05 9.05 7.88 6.57 5.55 10.95 9.78 7.88 6.57 5.55

F 11.5 12.2 12.6 12.9 13.1 11.5 12.2 12.6 12.9 13.165.7 69.7 71.9 73.7 74.8 65.7 69.7 71.9 73.7 74.8

20 TSW @ 12"q 750 750 650 540 460 1020 810 650 540 460

10.95 10.95 9.49 7.88 6.71 14.89 11.82 9.49 7.88 6.71

F 9.2 9.8 10.3 10.6 10.8 9.2 9.8 10.3 10.6 10.852.5 56.0 58.8 60.5 61.7 52.5 56.0 58.8 60.5 61.7

18 TSW @ 12"q 1000 1000

Use N Deck Values

1430 1080

Use N Deck Values14.59 14.59 20.87 15.76

F 6.5 7.0 6.5 7.037.1 40.0 37.1 40.0

ShearTranz element installation per details on pages 58 and 59.TSW = Top Seam Weld

PL

N™

or N

W

EL

DS


VE

RC

OR

™

DEEP VERCOR™ DECK TECHNICAL DATA

Material Deep VERCOR™ deck is fabricated from G90 (Z275) galvanized steel, conforming to ASTM Designation A653 SS, Grade 80.

Uniform Load Tablesuniform load which can be applied to the Deep VERCOR deck. Values are based on the allowable bending stress and limiting deflection to L/240. Stress is limited to 36,000 psi (248,211 kPa). The symbol indicates that the allowable uniform load based on deflection exceeds the allowable load based on stress.

Refer to page 5 for the formulas used to determine the allowable uni-form loads due to stress and deflection.

Diaphragms with Deep VERCOR™ Deck

Diaphragm values for Deep VERCOR deck attached to the supports

76–78 for diaphragm values for Deep VERCOR deck welded to the sup-ports with insulating concrete fill. The attachment patterns for each system are shown in the illustrations included with the tables.

• Diaphragm shear strengths (q) are the allowable strengths and are not to be increased one-third.

• The flexibility factor (F) is the number of microinches a diaphragm web will deflect in a span of 1 ft (305 mm) under a shear load of 1 pound per ft (14.6 N/m).

• R is the vertical load span (spacing between supports) (Lv) of the deck divided by the length (Ls) of the deck sheet: R = Lv / L s.

• The flexibility limitations in ICBO ES Report ER-2078P may be used as a guide instead of a rational analysis of the anticipated deflections.

Deep VERCOR™ Deck Attached with Screws

Support Attachment: Attach Deep VERCOR deck to the supports with ITW Buildex TEKS (or TRAXX) self-drilling, self-tapping screws as shown in Figure 12. Select the appropriate screw based on the thickness of the substrate as shown in Table 10. See pages 74 and 75 for dia-phragm values.

FIGURE 12

Support TEKS (or TRAXX) Screw

Deep VERCOR Deck

The table on page 73 lists the allowable uniform load. This is the total

onwith screws, without concrete are shown pages 74 and 75. See pages


VE

RC

OR

™

Sidelap Connections: Fasten sidelaps of Deep VERCOR deck with ITW Buildex #12-14 x 3-r" TEKS 1 (or TRAXX 1) self-drilling, self-tapping screws at spacings indicated. The dimension from the centerline of the supports to the first and last sidelap connection within each span is to be no more than the specified spacing.

Parallel Collectors: Spacing of screws at shear collectors parallel to the corrugations of the deck is to be based on the shear strength per screw for the gage of deck selected. See Table 10. The maximum spacing of attachments at parallel collectors is 3 ft (914 mm).

Wind Uplift: Determine allowable spans to resist uplift forces based on the deck section properties and material strengths. Evaluation may be warranted on specific projects.

See ICBO ES Report ER-2078P for allowable tension strength of ITW Buildex fasteners.

Deep VERCOR™ Deck with Insulating Fill

Support Attachment - Welds: Attach galvanized Deep VERCOR deck and Deep VERCOR VENTLOK deck with insulating concrete fill to the supports with welds through weld washers as shown in Figure 13.

Table 10: ITW Buildex Screw Selection

Support Thickness Fastener Designation

16 gage to 3-qy inch(1.5 mm to 4.8 mm)

#12-14 x 3-r" TEKS 3 (or TRAXX 3)

1-i inch to 1-r inch(3.2 mm to 6.4 mm)

#12-24 x 7-i" TEKS 4 (or TRAXX 4)

1-i inch to 1-w inch(3.2 mm to 12.7 mm)

#12-24 x 11-r" TEKS 5 (or TRAXX 5)

Table 10: Allowable Shear Strength per Screw

Deck Gage lb N

26 226 1006

24 295 1311

22 364 1620

20 434 1930

FIGURE 13

Arc spot weldthrough 3-i" (10 mm) Ø hole in weld washer


VE

RC

OR

™

Weld patterns perpendicular to the corrugations are described with two digits (x-y). The first digit (x) is the weld pattern at the exterior of the diaphragm and at lines of interior shear collectors. The second digit (y) is the weld pattern at all other supports.

Weld Washers: Weld washers are required at all welds (see Figure 14). When anchor weld washers are required, provide a No. 3 rebar continu-ous at exterior boundaries of the diaphragm that are perpendicular to the corrugations.

Sidelap Connections: No sidelap attachment between supports is required.

Parallel Collectors: Spacing of welds with weld washers at shear collec-tors parallel to the corrugations of the deck is to be based on a shear capacity of 800 lb (3.56 kN) per connection.

Insulating Concrete Fill: Insulating concrete fill must have a minimum 2 inch (51 mm) depth above the top flute of the Deep VERCOR or Deep VERCOR VENTLOK deck. The aggregate type insulating concrete fill is to conform to the specifications listed in ICBO ES Report ER-2078P.

Refer to the literature of the insulating fill manufacturer for diaphragm load values and venting requirements for deck. This is necessary for systems which use insulating fill other than as described or for systems which include polystyrene board.

Wire Mesh: If mesh is specified, it is to be 2 inch (51 mm) hexagonal mesh woven from 19 gage galvanized wire with longitudinal 16 gage galvanized wire spaced 31-w in. (89 mm) on center.

Wind Uplift: Determine tension strength of arc spot welds in accordance with the AISI “Specification for the Design of Cold-Formed Steel Struc-tural Members.”

Deep VERCOR™ Venting Deep VERCOR deck has two venting options as shown in Figure 15. It is available with rolled-in sidelap vents on both edges of the sheets. Sidelap vents are spaced at approximately 10 inches (254 mm) on center.

FIGURE 14

Anchor Weld Washer16 Gage with 7-qy" (11 mm) Hole

Standard Weld Washer14 Gage with 3-i" (10 mm) Hole


VE

RC

OR

™

Deep VERCOR is also available with VENTLOK louvers in the webs of the deck.

Deep VERCOR™ Accessories

Neoprene Closures:

• Continuous strip 1 inch (25 mm) thick.• Underside or Topside

FIGURE 15

Typical Sidelap Vent Deep VERCOR VENTLOK

Typical

FIGURE 16

Deep VERCOR Deck

Profile Closure


Deep VERCOR™

15⁄16" (33 mm) Deep Deck Galvanized

VE

RC

OR

™

1" 31-w" 41-w"

15-qy"

36" 1"


Gage

Weight

(psf, N/m2) Properties per ft (m) of Width

GalvG90Z275

I in.4mm4

+Sin.3

mm3

–S in.3mm3

26 1.1 0.073 0.099 0.10352.7 99,688 5,323 5,538

24 1.4 0.098 0.138 0.14067.0 133,828 7,419 7,527

22 1.7 0.123 0.175 0.17481.4 167,967 9,409 9,355

20 2.1 0.143 0.207 0.206100.5 195,279 11,129 11,075

Dimensions

Deck Weights and Section Properties Table Notes:

1. Bending Stress is limited to 36,000 psi (248,211 kPa).2. Reduce values by 6% for Deep VERCOR VENTLOK.3. 26 gage Deep VERCOR VENTLOK not available.

#3 Rebar

Weld Pattern 5

Weld Pattern 3

36/5 Pattern – Normal Position

Support Fastener (typ.)

Sidelap Fastener (typ.)

36/4 Pattern – Inverted Position


36/8 Pattern – Inverted Position


36/9 Pattern – Normal Position

Attachment Patterns – Screws

Attachment Patterns – Welds

= Weld with 14 gage standard weld washer

= Weld with 16 gage anchor weld washer

Weld Pattern 2

Metric Conversions

1" 25 mm 4 1-w" 114 mm

15-qy" 33 mm 36" 914 mm

3 1-w" 89 mm

Support Fastener (typ.)

Support Fastener (typ.)Support Fastener (typ.)

Deep VERCOR™

15⁄16" (33 mm) Deep Deck

Galvanized


VE

RC

OR

™

ALLOWABLE UNIFORM LOADS (psf, N/m2 )

SPAN GAGE

SPAN (ft-in., mm)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"910 1,070 1,220 1,370 1,520 1,680 1,830 1,980 2,130 2,290 2,440 2,590 2,740 2,900 3,050

SIN

GL

E

26STRESS

264 194 149 117 95 79 66 56 48 4212,640 9,289 7,134 5,602 4,549 3,783 3,160 2,681 2,298 2,011

L/240178 112 75 53 38 29 22 17 14 11

8,523 5,363 3,591 2,538 1,819 1,389 1,053 814 670 527

24STRESS

300 270 207 164 132 109 92 78 68 59 5214,364 12,928 9,911 7,852 6,320 5,219 4,405 3,735 3,256 2,825 2,490

L/240238 150 101 71 51 39 30 23 19 15 13

11,396 7,182 4,836 3,399 2,442 1,867 1,436 1,101 910 718 622

22STRESS

300 300 263 207 168 139 117 99 86 75 66 58 5214,364 14,364 12,593 9,911 8,044 6,655 5,602 4,740 4,118 3,591 3,160 2,777 2,490

L/240299 188 126 89 65 49 37 29 24 19 16 13 11

14,316 9,001 6,033 4,261 3,112 2,346 1,772 1,389 1,149 910 766 622 527

20STRESS

300 300 300 245 199 164 138 118 101 88 78 69 61 5514,364 14,364 14,364 11,731 9,528 7,852 6,607 5,650 4,836 4,213 3,735 3,304 2,921 2,633

L/240 219 147 103 75 56 43 34 27 22 18 15 13 11

10,486 7,038 4,932 3,591 2,681 2,059 1,628 1,293 1,053 862 718 622 527

DO

UB

LE

26STRESS

275 202 155 122 99 82 69 59 50 44 39 34 31 2713,167 9,672 7,421 5,841 4,740 3,926 3,304 2,825 2,394 2,107 1,867 1,628 1,484 1,293

L/240 92 69 53 42 34 27 23 19 16 13

4,405 3,304 2,538 2,011 1,628 1,293 1,101 910 766 622

24STRESS

300 274 210 166 134 111 93 80 69 60 53 47 41 37 3414,364 13,119 10,055 7,948 6,416 5,315 4,453 3,830 3,304 2,873 2,538 2,250 1,963 1,772 1,628

L/240 124 93 72 56 45 37 30 25 21 18 15

5,937 4,453 3,447 2,681 2,155 1,772 1,436 1,197 1,005 862 718

22STRESS

300 300 261 206 167 138 116 99 85 74 65 58 52 46 4214,364 14,364 12,497 9,863 7,996 6,607 5,554 4,740 4,070 3,543 3,112 2,777 2,490 2,202 2,011

L/240 156 117 90 71 57 46 38 32 27 23 19

7,469 5,602 4,309 3,399 2,729 2,202 1,819 1,532 1,293 1,101 910

20STRESS

300 300 300 244 198 163 137 117 101 88 77 68 61 55 4914,364 14,364 14,364 11,683 9,480 7,804 6,560 5,602 4,836 4,213 3,687 3,256 2,921 2,633 2,346

L/240 181 136 105 82 66 54 44 37 31 26 23

8,666 6,512 5,027 3,926 3,160 2,586 2,107 1,772 1,484 1,245 1,101

TR

IPL

E

26STRESS

300 252 193 153 124 102 86 73 63 55 48 43 38 34 3114,364 12,066 9,241 7,326 5,937 4,884 4,118 3,495 3,016 2,633 2,298 2,059 1,819 1,628 1,484

L/240 211 141 99 72 54 42 33 26 21 18 15 12 11 9

10,103 6,751 4,740 3,447 2,586 2,011 1,580 1,245 1,005 862 718 575 527 431

24STRESS

300 300 263 207 168 139 117 99 86 75 66 58 52 47 4214,364 14,364 12,593 9,911 8,044 6,655 5,602 4,740 4,118 3,591 3,160 2,777 2,490 2,250 2,011

L/240 283 189 133 97 73 56 44 35 29 24 20 17 14 12

13,550 9,049 6,368 4,644 3,495 2,681 2,107 1,676 1,389 1,149 958 814 670 575

22STRESS

300 300 300 258 209 173 145 124 107 93 82 72 64 58 5214,364 14,364 14,364 12,353 10,007 8,283 6,943 5,937 5,123 4,453 3,926 3,447 3,064 2,777 2,490

L/240 238 167 122 91 70 55 44 36 30 25 21 18 15

11,396 7,996 5,841 4,357 3,352 2,633 2,107 1,724 1,436 1,197 1,005 862 718

20STRESS

300 300 300 300 247 204 172 146 126 110 97 86 76 68 6214,364 14,364 14,364 14,364 11,826 9,768 8,235 6,991 6,033 5,267 4,644 4,118 3,639 3,256 2,969

L/240 276 194 142 106 82 64 52 42 35 29 24 21 18

13,215 9,289 6,799 5,075 3,926 3,064 2,490 2,011 1,676 1,389 1,149 1,005 862

Reduce values by 6% for Deep VERCOR VENTLOK.26 gage Deep VERCOR VENTLOK not available.


Deep VERCOR™

15⁄16" (33 mm) Deep Deck Inverted or Normal Position 36/4 (36/5) TEKS Screw Pattern at Supports Galvanized

VE

RC

OR

™


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

26

TEKS @ 24"q 100 103 105 106 107 107 108

1.46 1.50 1.53 1.55 1.56 1.56 1.58

F 19.4+265.9R 16.6+212.7R 14.9+177.3R 13.6+151.9R 12.7+132.9R 12.0+118.2R 11.5+106.4R110.8+1,518.3R 94.8+1,214.5R 85.1+1,012.4R 77.7+867.4R 72.5+758.9R 68.5+674.9R 65.7+607.6R

TEKS @ 18"q 139 141 143 144 145 146 146

2.03 2.06 2.09 2.10 2.12 2.13 2.13


TEKS @ 12"q 215 218 219 220 221 222 223

3.14 3.18 3.20 3.21 3.23 3.24 3.25


24

TEKS @ 24"q 147 147 147 147 147 147 147

2.15 2.15 2.15 2.15 2.15 2.15 2.15

F 13.9+178.9R 12.2+143.1R 11.0+119.2R 10.2+102.2R 9.6+89.4R 9.1+79.5R 8.8+71.5R79.4+1,021.5R 69.7+817.1R 62.8+680.6R 58.2+583.6R 54.8+510.5R 52.0+454.0R 50.2+408.3R

TEKS @ 18"q 197 196 196 196 196 196 196

2.87 2.86 2.86 2.86 2.86 2.86 2.86


TEKS @ 12"q 296 296 296 296 296 296 296

4.32 4.32 4.32 4.32 4.32 4.32 4.32


22

TEKS @ 24"q 201 197 194 192 190 189 188

2.93 2.88 2.83 2.80 2.77 2.76 2.74

F 10.6+130.1R 9.5+104.1R 8.7+86.7R 8.1+74.4R 7.7+65.1R 7.3+57.8R 7.0+52.0R60.5+742.9R 54.2+594.4R 49.7+495.1R 46.3+424.8R 44.0+371.7R 41.7+330.0R 40.0+296.9R

TEKS @ 18"q 263 258 255 253 252 251 250

3.84 3.77 3.72 3.69 3.68 3.66 3.65


TEKS @ 12"q 386 382 379 376 375 374 373

5.63 5.57 5.53 5.49 5.47 5.46 5.44


20

TEKS @ 24"q 263 253 246 241 237 234 232

3.84 3.69 3.59 3.52 3.46 3.42 3.39


TEKS @ 18"q 336 326 319 314 310 308 305

4.90 4.76 4.66 4.58 4.52 4.49 4.45


TEKS @ 12"q 483 472 466 461 457 454 452

7.05 6.89 6.80 6.73 6.67 6.63 6.60


TEKS = #12-14 x 3-r" TEKS 1 (or TRAXX 1) screws


Deep VERCOR™


Inverted or Normal Position

36/8 (36/9) TEKS Screw Pattern at Supports

Galvanized

VE

RC

OR

™


GAGE

SIDELAPATTACH-

MENT

SPAN (ft-in., mm)

4'-0"1,220

5'-0"1,520

6'-0" 1,830

7'-0"2,130

8'-0"2,440

9'-0"2,740

10'-0"3,050

26

TEKS @ 24"q 118 117 116 115 115 115 114

1.72 1.71 1.69 1.68 1.68 1.68 1.66


TEKS @ 18"q 156 155 154 154 153 153 153

2.28 2.26 2.25 2.25 2.23 2.23 2.23


TEKS @ 12"q 233 231 231 230 230 229 229

3.40 3.37 3.37 3.36 3.36 3.34 3.34


24

TEKS @ 24"q 176 169 165 162 160 158 157

2.57 2.47 2.41 2.36 2.34 2.31 2.29


TEKS @ 18"q 226 219 215 212 210 208 206

3.30 3.20 3.14 3.09 3.06 3.04 3.01


TEKS @ 12"q 325 319 314 311 309 307 306

4.74 4.66 4.58 4.54 4.51 4.48 4.47


22

TEKS @ 24"q 245 231 221 215 210 206 203

3.58 3.37 3.23 3.14 3.06 3.01 2.96


TEKS @ 18"q 306 292 283 276 271 267 264

4.47 4.26 4.13 4.03 3.95 3.90 3.85


TEKS @ 12"q 429 415 406 399 394 390 387

6.26 6.06 5.93 5.82 5.75 5.69 5.65


20

TEKS @ 24"q 323 299 283 272 263 257 252

4.71 4.36 4.13 3.97 3.84 3.75 3.68


TEKS @ 18"q 397 372 356 345 337 330 325

5.79 5.43 5.20 5.03 4.92 4.82 4.74


TEKS @ 12"q 543 519 503 492 483 477 472

7.92 7.57 7.34 7.18 7.05 6.96 6.89


TEKS = #12-14 x 3-r" TEKS 1 (or TRAXX 1) screws


Deep VERCOR™

15⁄16" (33 mm) Deep Deck Insulating Concrete Fill Galvanized

VE

RC

OR

™

GAGEWELD

PATTERN

SPAN (ft.-in., mm)

4'-0"1,220

4'-6"1,370

5'-0"1,520

5'-6"1,680

6'-0" 1,830

6'-3"1,910

6'-8"2,030

7'-0"2,130

7'-6"2,290

8'-0"2,440

8'-4"2,540

9'-0"2,740

10'-0"3,050

WITH MESH

26

2-2q 497 480 467 456 446 442

7.25 7.01 6.82 6.65 6.51 6.45

F 1.75 1.82 1.88 1.93 1.97 1.999.99 10.39 10.74 11.02 11.25 11.36

3-2q 578 555 537 522 510 504

8.44 8.10 7.84 7.62 7.44 7.36

F 1.69 1.76 1.82 1.88 1.93 1.959.65 10.05 10.39 10.74 11.02 11.13

5-2q 691 661 636 616 600 592

10.08 9.65 9.28 8.99 8.76 8.64

F 1.69 1.76 1.82 1.88 1.93 1.959.65 10.05 10.39 10.74 11.02 11.13

5-3q 1019 979 947 920 897 889

14.87 14.29 13.82 13.43 13.09 12.97

F 1.67 1.74 1.81 1.86 1.91 1.949.54 9.94 10.34 10.62 10.91 11.08

24

2-2q 552 552 552 530 512 505 493 485 473 463 458

8.06 8.06 8.06 7.73 7.47 7.37 7.19 7.08 6.90 6.76 6.68

F 1.45 1.45 1.45 1.51 1.57 1.60 1.64 1.67 1.71 1.75 1.778.28 8.28 8.28 8.62 8.96 9.14 9.36 9.54 9.76 9.99 10.11

3-2q 653 653 653 625 601 591 575 564 550 536 528

9.53 9.53 9.53 9.12 8.77 8.62 8.39 8.23 8.03 7.82 7.71

F 1.40 1.40 1.40 1.46 1.52 1.54 1.59 1.62 1.66 1.70 1.737.99 7.99 7.99 8.34 8.68 8.79 9.08 9.25 9.48 9.71 9.88

5-2q 804 804 804 765 733 720 698 683 663 645 635

11.73 11.73 11.73 11.16 10.70 10.51 10.19 9.97 9.68 9.41 9.27

F 1.40 1.40 1.40 1.46 1.52 1.54 1.59 1.62 1.66 1.70 1.737.99 7.99 7.99 8.34 8.68 8.79 9.08 9.25 9.48 9.71 9.88

5-3q 1142 1142 1142 1093 1052 1035 1008 989 963 941 928

16.67 16.67 16.67 15.95 15.35 15.10 14.71 14.43 14.05 13.73 13.54

F 1.39 1.39 1.39 1.45 1.51 1.54 1.58 1.61 1.66 1.70 1.727.94 7.94 7.94 8.28 8.62 8.79 9.02 9.19 9.48 9.71 9.82


Deep VERCOR Deck

2" (51 mm)#3 Rebar

Weld Pattern 2

Weld Pattern 3

Weld Pattern 5

= Weld with 14 gage standard weld washer

= Weld with 16 gage anchor weld washer(See page 70 for explanation of weld pattern.)


Deep VERCOR™



Galvanized

VE

RC

OR

™

WITH MESH

22

2-2q 604 604 604 604 604 592 573 560 543 528 518 502

8.81 8.81 8.81 8.81 8.81 8.64 8.36 8.17 7.92 7.71 7.56 7.33

F 1.26 1.26 1.26 1.26 1.26 1.29 1.33 1.37 1.41 1.45 1.48 1.537.19 7.19 7.19 7.19 7.19 7.37 7.59 7.82 8.05 8.28 8.45 8.74

3-2q 718 718 718 718 718 702 678 661 639 619 607 586

10.48 10.48 10.48 10.48 10.48 10.24 9.89 9.65 9.33 9.03 8.86 8.55

F 1.22 1.22 1.22 1.22 1.22 1.25 1.29 1.32 1.37 1.41 1.44 1.496.97 6.97 6.97 6.97 6.97 7.14 7.37 7.54 7.82 8.05 8.22 8.51

5-2q 900 900 900 900 900 878 845 822 791 765 748 730

13.13 13.13 13.13 13.13 13.13 12.81 12.33 12.00 11.54 11.16 10.92 10.65

F 1.22 1.22 1.22 1.22 1.22 1.25 1.29 1.32 1.37 1.41 1.44 1.496.97 6.97 6.97 6.97 6.97 7.14 7.37 7.54 7.82 8.05 8.22 8.51

5-3q 1241 1241 1241 1241 1241 1215 1175 1146 1108 1075 1055 1020

18.11 18.11 18.11 18.11 18.11 17.73 17.15 16.72 16.17 15.69 15.40 14.89

F 1.23 1.23 1.23 1.23 1.23 1.26 1.30 1.33 1.38 1.42 1.45 1.507.02 7.02 7.02 7.02 7.02 7.19 7.42 7.59 7.88 8.11 8.28 8.57

20

2-2q 642 642 642 642 642 642 642 642 619 598 586 563 536

9.37 9.37 9.37 9.37 9.37 9.37 9.37 9.37 9.03 8.73 8.55 8.22 7.82

F 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.20 1.25 1.27 1.32 1.396.62 6.62 6.62 6.62 6.62 6.62 6.62 6.62 6.85 7.14 7.25 7.54 7.94

3-2q 763 763 763 763 763 763 763 763 733 707 691 663 628

11.14 11.14 11.14 11.14 11.14 11.14 11.14 11.14 10.70 10.32 10.08 9.68 9.16

F 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.17 1.22 1.24 1.29 1.376.45 6.45 6.45 6.45 6.45 6.45 6.45 6.45 6.68 6.97 7.08 7.37 7.82

5-2q 965 965 965 965 965 965 965 965 924 888 867 828 780

14.08 14.08 14.08 14.08 14.08 14.08 14.08 14.08 13.48 12.96 12.65 12.08 11.38

F 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.17 1.22 1.24 1.29 1.376.45 6.45 6.45 6.45 6.45 6.45 6.45 6.45 6.68 6.97 7.08 7.37 7.82

5-3q 1307 1307 1307 1307 1307 1307 1307 1307 1257 1214 1188 1141 1085

19.07 19.07 19.07 19.07 19.07 19.07 19.07 19.07 18.34 17.72 17.34 16.65 15.83

F 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.19 1.24 1.26 1.32 1.396.57 6.57 6.57 6.57 6.57 6.57 6.57 6.57 6.80 7.08 7.19 7.54 7.94

WITHOUT MESH

26

2-2q 397 381 368 357 348 344

5.79 5.56 5.37 5.21 5.08 5.02

F 1.65 1.72 1.78 1.83 1.88 1.909.42 9.82 10.16 10.45 10.74 10.85

3-2q 452 426 411 397 385 379

6.60 6.22 6.00 5.79 5.62 5.53

F 1.34 1.41 1.48 1.54 1.60 1.627.65 8.05 8.45 8.79 9.14 9.25

5-2q 562 533 507 487 470 463

8.20 7.78 7.40 7.11 6.86 6.76

F 1.34 1.41 1.48 1.54 1.60 1.627.65 8.05 8.45 8.79 9.14 9.25

5-3q 866 826 794 768 746 736

12.64 12.05 11.59 11.21 10.89 10.74

F 1.58 1.66 1.73 1.78 1.84 1.869.02 9.48 9.88 10.16 10.51 10.62

See page 76 for weld patterns.

GAGEWELD

PATTERN

SPAN (ft.-in., mm)

4'-0"1,220

4'-6"1,370

5'-0"1,520

5'-6"1,680

6'-0" 1,830

6'-3"1,910

6'-8"2,030

7'-0"2,130

7'-6"2,290

8'-0"2,440

8'-4"2,540

9'-0"2,740

10'-0"3,050


Deep VERCOR™

15⁄16" (33 mm) Deep Deck Insulating Concrete Fill Galvanized

VE

RC

OR

™

WITHOUT MESH

24

2-2q 492 492 492 471 453 446 434 426 415 405 400

7.18 7.18 7.18 6.87 6.61 6.51 6.33 6.22 6.06 5.91 5.84

F 1.39 1.39 1.39 1.45 1.51 1.54 1.58 1.61 1.65 1.69 1.727.94 7.94 7.94 8.28 8.62 8.79 9.02 9.19 9.42 9.65 9.82

3-2q 569 569 569 541 518 508 492 481 467 454 447

8.30 8.30 8.30 7.90 7.56 7.41 7.18 7.02 6.82 6.63 6.52

F 1.09 1.09 1.09 1.15 1.21 1.24 1.28 1.31 1.36 1.40 1.426.22 6.22 6.22 6.57 6.91 7.08 7.31 7.48 7.77 7.99 8.11

5-2q 719 719 719 680 649 635 613 598 578 560 550

10.49 10.49 10.49 9.92 9.47 9.27 8.95 8.73 8.44 8.17 8.03

F 1. 09 1.09 1.09 1.15 1.21 1.24 1.28 1.31 1.36 1.40 1.426.22 6.22 6.22 6.57 6.91 7.08 7.31 7.48 7.77 7.99 8.11

5-3q 1063 1063 1063 1014 973 958 929 910 885 862 849

15.51 15.51 15.51 14.80 14.20 13.98 13.56 13.28 12.92 12.58 12.39

F 1.35 1.35 1.35 1.41 1.47 1.50 1.54 1.57 1.62 1.66 1.697.71 7.71 7.71 8.05 8.39 8.57 8.79 8.96 9.25 9.48 9.65

22

2-2

q 573 573 573 573 573 560 542 529 511 497 487 4718.36 8.36 8.36 8.36 8.36 8.17 7.91 7.72 7.46 7.25 7.11 6.87

F 1.24 1.24 1.24 1.24 1.24 1.26 1.31 1.34 1.38 1.43 1.45 1.507.08 7.08 7.08 7.08 7.08 7.19 7.48 7.65 7.88 8.17 8.28 8.57

3-2

q 662 662 662 662 662 647 623 606 584 564 552 5329.66 9.66 9.66 9.66 9.66 9.44 9.09 8.84 8.52 8.23 8.06 7.76

F 0.96 0.96 0.96 0.96 0.96 0.98 1.02 1.05 1.10 1.14 1.16 1.225.48 5.48 5.48 5.48 5.48 5.60 5.82 6.00 6.28 6.51 6.62 6.97

5-2

q 845 845 845 845 845 823 790 768 737 710 694 66512.33 12.33 12.33 12.33 12.33 12.01 11.53 11.21 10.76 10.36 10.13 9.70

F 0.96 0.96 0.96 0.96 0.96 0.98 1.02 1.05 1.10 1.14 1.16 1.225.48 5.48 5.48 5.48 5.48 5.60 5.82 6.00 6.28 6.51 6.62 6.97

5-3

q 1208 1208 1208 1208 1208 1181 1141 1112 1075 1041 1022 98617.63 17.63 17.63 17.63 17.63 17.24 16.65 16.23 15.69 15.19 14.91 14.39

F 1.22 1.22 1.22 1.22 1.22 1.24 1.29 1.32 1.37 1.41 1.44 1.496.97 6.97 6.97 6.97 6.97 7.08 7.37 7.54 7.82 8.05 8.22 8.51

20

2-2q 628 628 628 628 628 628 628 628 604 584 571 549 522

9.16 9.16 9.16 9.16 9.16 9.16 9.16 9.16 8.81 8.52 8.33 8.01 7.62

F 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.20 1.24 1.26 1.32 1.386.57 6.57 6.57 6.57 6.57 6.57 6.57 6.57 6.85 7.08 7.19 7.54 7.88

3-2q 724 724 724 724 724 724 724 724 694 668 652 624 589

10.57 10.57 10.57 10.57 10.57 10.57 10.57 10.57 10.13 9.75 9.52 9.11 8.60

F 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.93 0.97 0.99 1.04 1.115.08 5.08 5.08 5.08 5.08 5.08 5.08 5.08 5.31 5.54 5.65 5.94 6.34

5-2q 926 926 926 926 926 926 926 926 885 849 826 789 742

13.51 13.51 13.51 13.51 13.51 13.51 13.51 13.51 12.92 12.39 12.05 11.51 10.83

F 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.93 0.97 0.99 1.04 1.115.08 5.08 5.08 5.08 5.08 5.08 5.08 5.08 5.31 5.54 5.65 5.94 6.34

5-3q 1297 1297 1297 1297 1297 1297 1297 1297 1247 1203 1177 1130 1072

18.93 18.93 18.93 18.93 18.93 18.93 18.93 18.93 18.20 17.56 17.18 16.49 15.64

F 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.20 1.24 1.27 1.32 1.396.57 6.57 6.57 6.57 6.57 6.57 6.57 6.57 6.85 7.08 7.25 7.54 7.94

See page 76 for weld patterns.

GAGEWELD

PATTERN

SPAN (ft.-in., mm)

4'-0"1,220

4'-6"1,370

5'-0"1,520

5'-6"1,680

6'-0" 1,830

6'-3"1,910

6'-8"2,030

7'-0"2,130

7'-6"2,290

8'-0"2,440

8'-4"2,540

9'-0"2,740

10'-0"3,050


CE

LL

UL

AR

CELLULAR ROOF DECK DESIGN INFORMATIONProperties Section properties have been computed in accordance with the “Specifi-

cation for the Design of Cold-Formed Steel Structural Members” pub-lished by AISI.

Material Cellular roof deck sections are fabricated from galvanized steel conforming to ASTM A653 SS Grade 33, with a minimum yield strength of 38,000 psi (262,000 kPa). The fluted top and flat bottom sections are factory resistance-welded together, creating a strong structural section.

Note: Weld marks will be visible on the flat bottom.

Definitions The gage “xx/yy” of cellular decks is defined as:

• First number (xx) is the gage of the fluted top section.• Second number (yy) is the gage of the flat bottom section.Id is the effective moment of inertia for deflection of simple or multiple span conditions.

S (+ or -) is the effective section modulus.

M (+ or -) is the ASD allowable moment where M = M n /Ω b, with Ω b = 1.67.

Vertical Shear (V) is the ASD allowable vertical shear strength based on the horizontal shear strength of the resistance welds connecting the top and bottom sections, where V = V n /Ω, with Ω = 2.5.

“END” shear strength values are applicable adjacent to supports where deck is not continuous.

“INTERIOR” shear strength values are applicable adjacent to supports where deck is continuous.

Cellular Roof Deck Bearing

Compare actual end and interior reactions to allowable reactions for fluted deck of the same gage as the fluted top section of the cellular deck.

Vertical Loads and Diaphragm Shears

Vertical loads can be determined from the properties on page 81. Diaphragm shear strengths and flexibility factors shown in PLB-36, HSB-36, PLN-24, and N-24 roof deck tables would apply to cellular roof deck sections with a fluted top section of the same profile but with the gage of the flat bottom sheet. This applies with or without acoustical perforations in the flat bottom section of the cellular deck.

Vent Tabs Factory vent tabs are not available in cellular roof deck.


CE

LL

UL

AR

Acoustical Cellular Roof Deck

Cellular PLB-CD, HSB-CD, PLN-CD, and N-24CD roof decks are avail-able with acoustical perforations in the flat bottom plate. Acoustical deck can provide sound attenuation in buildings where deck is exposed to the interior. Acoustical perforations are 5-ew inch (4 mm) in diameter on 7-qy inch (6 mm) staggered centers in bands centered under the top flanges of the fluted top sections. Insulation is factory installed. Sound absorption information is shown in Table 10. Noise Reduction Coeffi-cient (NRC) values were determined by tests in accordance with ANSI/ASTM C423 conducted by Riverbank Acoustical Laboratories. Test reports furnished upon request.

Table 10: Noise Reduction Coefficients of Acoustical Cellular Deck

Profile

Absorption Coefficients Noise Reduction Coefficient125 250 500 1000 2000 4000

PLB-CD orHSB-CD 0.60 0.55 0.80 1.01 0.89 0.66 0.80

PLN-CD orN–24CD 0.84 0.79 1.16 0.98 0.82 0.60 0.95

FIGURE 17

Acoustical InsulationalledFactory Inst

Acoustical Cellular Deck

Cellular Roof Deck


CE

LL

UL

AR

Note: All values are per ft (m) of width.

GAGE

WEIGHT

Id FOR DEFLECTIONS POSITIVE MOMENT NEGATIVE MOMENT VERTICAL SHEAR

Simple Span

Multiple Span +S +M −S −M End Interior

psfN/m2

in.4

mm4in.4 mm4

in.3

mm3in.-kips

kNmin.3

mm3in.-kips

kNmlbN

lbN

PLB™-CD or HSB®-CD

20/20 3.6 0.392 0.392 0.284 6.5 0.393 8.9 355 538172.4 535,310 535,310 15,269 2.4 21,129 3.3 5,181 7,852

20/18 4.1 0.428 0.430 0.292 6.6 0.413 9.4 333 410196.3 584,472 587,203 15,699 2.4 22,204 3.5 4,860 5,983

20/16 4.5 0.458 0.477 0.298 6.8 0.431 9.8 320 352215.5 625,439 651,385 16,021 2.5 23,172 3.6 4,670 5,137

18/20 4.1 0.510 0.510 0.430 9.8 0.472 10.7 389 637196.3 696,450 696,450 23,118 3.6 25,376 4.0 5,677 9,296

18/18 4.6 0.559 0.559 0.441 10.0 0.539 12.3 459 609220.2 763,364 763,364 23,709 3.7 28,978 4.6 6,699 8,888

18/16 5.1 0.600 0.600 0.450 10.3 0.562 12.8 436 504244.2 819,353 819,353 24,193 3.8 30,215 4.7 6,363 7,355

16/18 5.3 0.677 0.677 0.610 13.9 0.665 15.1 493 697253.8 924,503 924,503 32,795 5.2 35,752 5.6 7,195 10,172

16/16 5.8 0.729 0.729 0.622 14.2 0.693 15.8 657 794277.7 995,514 995,514 33,441 5.3 37,258 5.9 9,588 11,588

PLN™-CD or N-24CD

20/20 4.1 1.694 1.694 0.565 12.9 0.801 18.2 606 959196.3 2,313,306 2,313,306 30,376 4.8 43,064 6.7 8,844 13,996

20/18 5.6 1.855 1.912 0.562 12.8 0.985 22.4 564 757268.1 2,533,166 2,611,004 30,215 4.7 52,957 8.3 8,231 11,048

20/16 5.1 1.967 2.159 0.597 13.6 1.027 23.4 540 642244.2 2,686,112 2,948,304 32,097 5.0 55,215 8.7 7,881 9,369

18/20 4.8 2.209 2.209 0.847 19.3 0.969 22.1 664 1,155229.8 3,016,584 3,016,584 45,537 7.2 52,096 8.2 9,690 16,856

18/18 5.3 2.421 2.421 0.868 19.8 1.183 26.9 780 1,130253.8 3,306,089 3,306,089 46,666 7.3 63,602 10.0 11,383 16,491

18/16 5.8 2.599 2.626 0.885 20.1 1.335 30.4 738 938277.7 3,549,163 3,586,034 47,580 7.5 71,774 11.3 10,770 13,689

16/18 6.1 2.965 2.965 1.194 27.2 1.345 30.6 838 1,279292.1 4,048,968 4,048,968 64,193 10.1 72,311 11.3 12,230 18,666

16/16 6.6 3.193 3.193 1.218 27.6 1.606 36.5 1,111 1,492316.0 4,360,322 4,360,322 65,483 10.2 86,343 13.5 16,214 21,774

Refer to page 79 for cellular roof deck design information.


IndexAccessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19Acoustical deck . . . . . . . . . . . . . . . . . . . . . . . . . . . 14Attachment

Fasteners (pins) . . . . . . . . . . . . . . . . . . . . . . . . 7Parallel collectors . . . . . . . . . . . . . . . . . . . . . . 11PLB™ or HSB® . . . . . . . . . . . . . . . . . . . . . . . . 26PLN™ or N . . . . . . . . . . . . . . . . . . . . . . . . . . . 28Sidelaps. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10Supports . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7VERCOR™ . . . . . . . . . . . . . . . . . . . . . . . . . . . 68Welds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

Bearing. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4Cantilevered deck . . . . . . . . . . . . . . . . . . . . . . . . . . 5Cellular deck . . . . . . . . . . . . . . . . . . . . . . . . . . 79–81Closures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19Concentrated loads . . . . . . . . . . . . . . . . . . . . . . . . . 5Construction loads . . . . . . . . . . . . . . . . . . . . . . . . . . 5Design example . . . . . . . . . . . . . . . . . . . . . . . . . . . 14Design formulas . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5Diaphragm shear . . . . . . . . . . . . . . . . . . . . . . . . . . . 6Diaphragms

Composite deck. . . . . . . . . . . . . . . . . . . . . . . . . 7Roof deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6

DimensionsPLB™ or HSB® . . . . . . . . . . . . . . . . . . . . . . . . 26PLN™ or N . . . . . . . . . . . . . . . . . . . . . . . . . . . 28VERCOR™ . . . . . . . . . . . . . . . . . . . . . . . . . . . 72

Factory Mutual . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6Finishes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12Fire resistance ratings . . . . . . . . . . . . . . . . . . . 13, 18Flexibility factor . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6Galvanized deck. . . . . . . . . . . . . . . . . . . . . . . . . . . 12Galvanized with primer. . . . . . . . . . . . . . . . . . . . . . 12Hilti pins . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8, 12

Tables (q and F) . . . . . . . . . . . . . . . . . . . . 36–41How to use tables. . . . . . . . . . . . . . . . . . . . . . . . . . 25Load Tables

Diaphragm. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6PLB™ or HSB® . . . . . . . . . . . . . . . . . . . . . . . . 27PLN™ or N . . . . . . . . . . . . . . . . . . . . . . . . . . . 29Uniform . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4VERCOR™ . . . . . . . . . . . . . . . . . . . . . . . . . . . 74

LoadsConcentrated. . . . . . . . . . . . . . . . . . . . . . . . . . . 5Suspended . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5Vertical. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

Metric conversions . . . . . . . . . . . . . . . . . . . . . . . . . 24N tables (q and F) . . . . . . . . . . . . . . . . . . . . . . 64–67Noise reduction coefficients . . . . . . . . . . . . . . . . . . 14

Painted deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12Parallel collector attachment . . . . . . . . . . . . . . . . . 11PLB™ tables (q and F). . . . . . . . . . . . . . . . . . . 30–47PLN™ tables (q and F) . . . . . . . . . . . . . . . . . . 64–67Pneutek pins . . . . . . . . . . . . . . . . . . . . . . . . . . . 7, 12

Tables (q and F) . . . . . . . . . . . . . . . . . . . . 30–35Profiles

Designations . . . . . . . . . . . . . . . . . . . . . . . . . . . 4Summary. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2

PropertiesPLB™ or HSB® . . . . . . . . . . . . . . . . . . . . . . . . 26PLN™ or N . . . . . . . . . . . . . . . . . . . . . . . . . . . 28Summary. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2

PunchLok® system. . . . . . . . . . . . . . . . . . . . . . . . . 10Roofing. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13Screws . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11ShearTranz® system . . . . . . . . . . . . . . . . . . . . . . . . 9

Details . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58Installation instructions . . . . . . . . . . . . . . . . . . 59System 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63Tables (q and F) . . . . . . . . . . . 54–57, 60–62, 67

Sidelap connections . . . . . . . . . . . . . . . . . . . . . . . . 10Spans . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13Specification. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20Stress . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4Sump pan. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19System 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63Tension strength. . . . . . . . . . . . . . . . . . . . . . . . . . . . 6Venting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13Venting, VERCOR™ . . . . . . . . . . . . . . . . . . . . . . . 70VERCOR™

Attachment . . . . . . . . . . . . . . . . . . . . . . . . . . . 68Diaphragms. . . . . . . . . . . . . . . . . . . . . . . . . . . 68Insulating fill. . . . . . . . . . . . . . . . . . . . . . . . . . . 69Venting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70Tables (q and F) . . . . . . . . . . . . . . . . . . . . 74–78

WeightsPLB™ or HSB® . . . . . . . . . . . . . . . . . . . . . . . . 26PLN™ or N . . . . . . . . . . . . . . . . . . . . . . . . . . . 28

Weld washers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7Welding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7Welds

Arc spot welds. . . . . . . . . . . . . . . . . . . . . . . . . 11Fillet welds. . . . . . . . . . . . . . . . . . . . . . . . . . . . 11HSB® (q and F) . . . . . . . . . . . . . . . . . . . . . 48–53PLB™ (q and F) . . . . . . . . . . . . . . . . . . . . 43–47ShearTranz® system . . . . . . . . . . . . . . . . . 54–57Top seam. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11

Wind uplift . . . . . . . . . . . . . . . . . . . . . . . . . . 6, 69, 70

The PunchLok® tool is covered by U.S. Patent No. 6, 212,932. Formation of the PunchLok® Deck system using the PunchLok® tool is covered by U.S. Patent No. 6,397,469. The ShearTranz® II and ShearTranz® II-42 roof deck systems are covered by United States Patent No. 4,894,967.

PunchLok®, ShearTranz®, and HSB® are registered trademarks of Verco Decking, Inc., of Phoenix, Arizona.Verco™, PLB™, PLN™, PLW2™, PLW3™, FormLok™, and Vercor™ are trademarks of Verco Decking, Inc., of Phoenix, Arizona.

VERCO DECKING, INC., reserves the right to change the design or details of its products without notice. The information presented herein is for general information only and is not to be used or relied upon for any application without complete review of the proposed application and with-out a complete review by a licensed professional architect, engineer, designer or other qualified professional.To the best of our information, the information contained herein is accu-rate. However, VERCO DECKING, INC., assumes no liability whatsoever for the accuracy or completeness of the information contained herein.VERCO DECKING, INC., makes no representation or warranty of any kind, either express or implied, respecting any information contained in this catalog including, but not limited to, the accuracy, completeness or suitability of such information for any particular purpose or use.

VERCO DECKING, INC., EXPRESSLY DISCLAIMS ANY AND ALL WAR-RANTIES, EXPRESS OR IMPLIED, INCLUDING THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE.In addition, VERCO DECKING, INC., EXPRESSLY DISCLAIMS ANY LIA-BILITY FOR SPECIAL OR CONSEQUENTIAL DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS OR LOSS OF USE. Any lia-bility arising from the use of its products is limited to the purchase price of the product.As used herein, references to VERCO DECKING, INC., includes any affili-ates and subsidiaries.

Verco can supply factory applied primer paint in standard gray, white,

double white, or custom colors overgalvanized or cold rolled steel to meet

project requirements.

Depending on the circumstances, use of Vercofactory primer painted deck can:

• eliminate field painting• eliminate touch-up painting• provide an excellent base for field

finish paint if factory primer is not left exposed

Use of the PunchLok® system complementsthe benefits of the factory primer painteddeck and increases the cost savings.

By offering a variety of both attachment andfinish options, Verco provides the flexibility tocombine finish and attachment options tominimize construction time and maximizeproject cost savings.

Catalog VR2

2007 Revd 5c IBC 9/6/07 7:50 AM Page 1

creo

FAX 510.792.2429

LITERATURE REQUEST

HEADQUARTERSP.O. Box 14667, Phoenix, Arizona 850634340 N. 42nd Avenue, Phoenix, Arizona 85019602.272.1347www.vercodeck.com

VERCO DECKING, INC. NUCORa company

Seattle

NorthernCalifornia

SouthernCalifornia

Salt LakeCity

Phoenix

Sales Office425.883.8250FAX 425.882.0134

Sales Office916.488.8180FAX 916.488.8099

Engineering Office510.792.8370FAX 510.792.2429

Manufacturing Plant

Sales Office

Engineering Office

Manufacturing Plant

714.938.0307FAX 714.938.0340

714.939.9128FAX 714.939.9109

Sales OfficeHEADQUARTERS

602.272.1347FAX 602.269.1758

Manufacturing Plant

Sales Office [email protected]

CATALOG VR2

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