VULCRAFT Steel Roof Deck Design Guide
Transcription
VULCRAFT STEEL ROOF DECK DESIGN GUIDE VULCRAFT Steel Roof Deck Design Guide PunchLok® II System VULCRAFT Sidelap Connection 2 (VSC2) PUNCHLOK® II SYSTEM The PunchLok II tool is a hand-held, pneumaticallyoperated tool that joins sidelaps of PunchLok system roof and floor deck. When used properly, the PunchLok II tool creates a positive connection between the male and female lips (edges) of the deck by first clinching the sheets together, then shearing and permanently offsetting the male and female layers of material. The connection made by the PunchLok II tool is referred to as a VSC2 (Vulcraft Sidelap Connection 2). VULCRAFT SIDELAP CONNECTION 2 (VSC2) An acceptable VSC2 connection has been made when the sidelap material has been sheared and offset so the sheared surface of the male leg is visible in the cut. The VSC2 connection may be made in either direction related to the sidelap. MALE LAYER of Material CATALOG CONTENTS Technical Guidelines. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2 Finishes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2 Exposed Product Appearance . . . . . . . . . . . . . . . . . . . . . . .2 Attachment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 Support Fastener Strength . . . . . . . . . . . . . . . . . . . . . . . . . .5 Gravity Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 Allowable Reactions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7 Bearing. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7 Uplift . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 Diaphragm Strength, Flexibility and Stiffness. . . . . . . . . . . .9 Specification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12 Design Example . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13 Table Footnotes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 Vertical Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 Uplift Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 Diaphragm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18 1.5PLB™ Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 Section Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20 Gravity Load Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21 Allowable Reactions Due to Web Crippling . . . . . . . . . . . .22 Wind Uplift Load Tables . . . . . . . . . . . . . . . . . . . . . . . . . . .23 Diaphragm Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24 1.5PLB with Hilti X-HSN 24. . . . . . . . . . . . . . . . . . . . . .24 1.5PLB with Hilti X-ENP 19 . . . . . . . . . . . . . . . . . . . . . .56 1.5PLB with #12 Screws . . . . . . . . . . . . . . . . . . . . . . . .72 1.5PLB with Welds . . . . . . . . . . . . . . . . . . . . . . . . . . . .88 3.0PLN™ Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . 104 Section Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .104 Gravity Load Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . .105 Allowable Reactions Due to Web Crippling . . . . . . . . . . .106 Wind Uplift Load Tables . . . . . . . . . . . . . . . . . . . . . . . . . .107 Diaphragm Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .108 3.0PLN with Hilti X-HSN 24. . . . . . . . . . . . . . . . . . . . .108 3.0PLN with Hilti X-ENP 19. . . . . . . . . . . . . . . . . . . . .124 3.0PLN with #12 Screws . . . . . . . . . . . . . . . . . . . . . . .132 3.0PLN with Welds . . . . . . . . . . . . . . . . . . . . . . . . . . .140 www.vulcraft.com VULCRAFT VP1 1 Technical Guidelines VULCRAFT TECHNICAL GUIDELINES MATERIAL PunchLok II system fluted deck panels are formed from steel conforming to ASTM A653, ASTM A1008, ASTM A1039 or ASTM A1063, GR 50 minimum. FINISHES PunchLok II system fluted deck panels are available in two finishes: primer coated and galvanized. Primer coated – prior to applying an acrylic medium gray or white primer, the coldrolled sheet is cleaned and treated. Contact Vulcraft for availability of primer over galvanized. Due to varying job site conditions, application methods, coating manufacturers, environmental conditions and expectations, it is essential to conduct a field test to determine compatibility of the field applied top coat with the primer coat prior to full scale painting. Vulcraft is not responsible for topcoat compatibility. Primer is intended to protect steel deck for a short period of exposure in ordinary atmospheric conditions. It should be considered as an impermanent and provisional coating. Minor aesthetic irregularities and/or imperfections may appear in the paint coating as a result of the manufacturing, shipping, and handling process. Galvanized – galvanized deck panels are supplied from mill coated sheets and are offered in two zinc coated finishes. Zinc coated steel with coating designation G60 is the standard galvanized material of the deck industry. Coating designation G90 is a heavier, more costly, zinc coating often specified for exposed exterior applications or other project specific requirements. Other ASTM A 653 galvanized coatings may be available on special request – contact your Vulcraft representative regarding availability. EXPOSED PRODUCT APPEARANCE Steel deck is a structural product. Minor dents and scratches which do not affect the structural capacity of deck are not grounds for rejection. Note that lighter gage material is more susceptible to the appearance of oil canning and minor dents during the shipping, handling, and installation process. The appearance of oil canning does not affect the structural integrity of roof decks and is not grounds for rejection. 2 VP1 VULCRAFT www.vulcraft.com ATTACHMENT OF PUNCHLOK II DECK PunchLok deck may be butted or lapped at end panel conditions. A minimum end distance of 1" is required for mechanical fasteners resulting in a minimum lap distance of 2". A minimum end distance of 1-1/8" (1.5d) is required for 3/4" arc spot welds resulting in a minimum lap distance of 2-1/4". Vulcraft recommends a minimum lap distance of 2-1/2" for welds to account for placement tolerance. Hilti Fasteners The Hilti X-HSN 24 fastener has a dome style head, red guidance washer and a steel silvercolored top-hat washer. It may be used where substrate thickness is equal to or greater than 1/8" and less than or equal to 3/8". The Hilti X-ENP-19 L15 fastener has a fully knurled tip and tapered shank fitted with two 0.590 inch diameter steel cupped washers. It may be used where substrate thickness is equal or greater than 1/4". Hilti X-ENP-19 L15 Fastener Hilti X-HSN 24 and X-ENP-19 L15 fasteners are to be installed per manufacturer guidelines. Contact Hilti for additional information. Pneutek Fasteners Pneutek SDK61075, SDK63075, K64062, K64075, K66062, and K66075 fasteners all have ½ inch diameter heads and must be driven with the Pneutek Air/Safe fastening system to ensure tight contact between the fastener head and attached deck. Pneutek SDK61075 fasteners may be used where substrate thickness is equal to or greater than 0.113" and less than or equal to 0.155". Pneutek SDK63075 fasteners may be used where substrate thickness is equal to or greater than 0.155" and less than or equal to 0.250". Pneutek K64 Fastener Pneutek K64062 and K64075 fasteners may be used where substrate thickness is equal to or greater than 0.187" and less than or equal to 0.312". Pneutek K66062 and K66075 fasteners may be used where substrate thickness is equal to or greater than 0.281". Pneutek fasteners are to be installed per manufacturer guidelines. Contact Pneutek for additional information. Note that diaphragm tables for Pneutek fasteners are available in the supplement to this catalog which can be found online at www.vulcraft.com/decks/punchlok-ii. www.vulcraft.com VULCRAFT VP1 3 Technical Guidelines PunchLok II system fluted deck panels are fastened to supports using one of two types of fasteners: mechanical fasteners (power actuated fasteners or self-drilling screws) or welds. Self-Drilling Self-Tapping Screws Technical Guidelines All #12 self-drilling, self-tapping screws must be compliant with ASTM C1315. Screws must meet the listed shear and tension strength requirements in Tables 1 and 2. It is assumed that screws in this catalog are installed into supports at least 0.109" (7/64") thick which is the minimum thickness used on the top chord of Vulcraft joists. To evaluate diaphragms utilizing screws into supports less than 0.109" #12 Screw (7/64") thick. In certain cases, increasing the minimum substrate thickness, or using a washer with the screw may increase shear capacity when wind uplift must be considered. To investigate these alternatives, please contact your Vulcraft representative. Welds When PunchLok deck is to be welded to supports, the visible weld area is to be at least 3/4" diameter for arc spot (puddle) welds. Arc seam welds are required at support locations adjacent to the sidelap due to limited available weld area. The visible width of arc seam welds is to be at least 3/8" and the visible length is to be at least 1" excluding the circular ends of the weld. Arc Spot Weld 4 VP1 Arc Seam Weld VULCRAFT www.vulcraft.com SUPPORT FASTENER STRENGTH Technical Guidelines 3/4" Arc Spot Weld 3/8" x 1" Arc Seam Weld Hilti X-HSN 24 Hilti X-ENP-19 Pneutek SDK61 Pneutek SDK63 Pneutek K64 Pneutek K66 #12 Screw Table 1: Allowable Shear Strength (lbs/connection) for Deck Panel Support Connections (in.) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 22 0.0295 737 887 595 641 611 684 680 726 553 20 0.0358 1052 1065 718 773 731 789 883 900 671 19 0.0418 1346 1231 833 897 843 881 1052 1073 784 18 0.0474 1514 1382 939 1011 944 961 1194 1241 889 Deck Gage BMT Deck Gage BMT 3/4" Arc Spot Weld Hilti X-HSN 24 Hilti X-ENP-19 Pneutek SDK61 Pneutek SDK63 Pneutek K64 Pneutek K66 #12 Screw Table 2: Allowable Tension Strength (lbs/connection) for Deck Panel Support Connections (in.) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 22 0.0295 588 432 540 457 457 457 457 286 20 0.0358 707 524 655 555 555 555 555 347 19 0.0418 818 612 765 648 648 648 648 405 18 0.0474 921 694 867 735 735 735 735 459 Table 1 and 2 Notes: 1. Base metal thickness (BMT) = specified minimum uncoated base metal thickness used in design. Deck subject to thickness tolerances as described in Section A2.4 of AISI S100. 2. Fu = 62 ksi 3. Arc spot weld and arc seam weld shear strength is calculated in accordance with AISI S100 Section E2.2.2.1 and E2.3.2.1 respectively. Arc spot weld tension strength is calculated in accordance with AISI S100 Section E2.2.3. Tensile strength of electrode classification, Fxx = 60 ksi. The allowable tension strength of the two 3/8" x 1" Arc Seam Welds to the support adjacent to the sidelap exceeds the allowable tension strength of a 3/4" Arc Spot Weld which is used in the determination of uplift capacity. 4. Hilti, Pneutek, and screw fastener shear strength is calculated in accordance with SDI DDM03. Tension strength is based on pullover and is calculated in accordance with AISI S100. For pullout strength, refer to manufacturer literature for Hilti and Pnuetek and AISI S100 for screws. 5. The #12 screws are self-drilling self-tapping screws with a minimum washer diameter of 5/16" and a minimum washer thickness of 0.05 in. The screws must be compliant with ASTM C1513. Assumed Substrate Thickness = 0.109" (7/64") which is the minimum top chord thickness used on Vulcraft joists. Contact Vulcraft for other conditions. 6. The allowable shear and tension strength of the individual screws, as published by their manufacturer, must meet or exceed the allowable screw connection shear and tensile strengths listed above. 7. Allowable Shear Strength is the ASD allowable connection shear strength, where Ω is 3.0 for welds and 2.5 for mechanical fasteners. Nominal Shear Strength may be determined by multiplying the table values by Ω. LRFD Shear Strength may be determined by multiplying Nominal Shear Strength by Ø = 0.55 for welds and Ø = 0.65 for mechanical fasteners. 8. Allowable Shear Strength values may not be increased one-third for wind or earthquake loading. 9. Allowable Tension Strength is the ASD allowable connection tension strength, where Ω is 2.5 for welds and 3.0 for mechanical fasteners. Nominal Tension Strength may be determined by multiplying the table values by Ω. LRFD Tension Strength may be determined by multiplying Nominal Tension Strength by Ø = 0.60 for welds and Ø = 0.50 for mechanical fasteners. www.vulcraft.com VULCRAFT VP1 5 PUNCHLOK® DECK GRAVITY LOADS Technical Guidelines Allowable uniform load values are based on the allowable bending moment (stress) and limiting deflection to L/360, L/240 or L/180. Note that self-weight of the deck should be included when determining dead load. Bending moment and deflection is based on slender beam theory for the span condition. Table values are based on a minimum exterior bearing length of 1.50 inches and a minimum interior bearing length of 3.00 inches. If these minimum lengths are not provided, web crippling must be checked. The formulas used to determine the allowable uniform loads due to flexure (stress) and deflection are as follows: Design Formulas Span Bending Moment Single +M = 0.125 • ω • L2 0.0013 • ω • L4 • 1728 ∆ = ___________________ Double –M = 0.125 • ω • L2 0.0054 • ω • L4 • 1728 ∆ = ___________________ Triple –M = 0.1 • ω • L2 0.0069 • ω • L4 • 1728 ∆ = ___________________ +M = -M = ∆= E= ω= L= Idn = Idm = Deflection E • Idn E • Idm E • Idm Positive Bending Moment in ft-lb/ft Negative Bending Moment in ft-lb/ft Deflection in inches 29,500,00 psi Allowable Uniform Load in psf Span Length in feet. Span lengths shown in tables are center-to-center spans Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Normal Position) Moment of Inertia for Deflection due to Uniform Loads for Multiple Span Conditions Deflection Limits Deflection limitations for structural members are listed in IBC Table 1604.3. 6 VP1 VULCRAFT www.vulcraft.com ALLOWABLE REACTIONS The allowable reactions governed by web crippling for one-flange reactions and allowable concentrated line loads based on web crippling for two-flange loading are provided on pages 22 and 106. The allowable reactions governed by web shear are shown in the section property tables. Figure 1 on page 8 illustrates the difference between one-flange and two-flange loading for web crippling. In most cases web-crippling and vertical shear will not govern the vertical capacity of uniformly loaded deck panels. However, web-crippling and vertical shear should be checked when minimum bearing requirements are not met or when evaluating other load types such as non-uniform and point loads. Reactions are based on slender beam theory for the span condition. The formulas used to determine the allowable reactions loads due to bearing (web crippling) and shear are as follows: Design Formulas Span Bearing Shear Single Re = 0.5 • ω • L Ve = 0.5 • ω • L Double Re = 0.375 • ω • L R i = 1.25 • ω • L Ve = 0.375 • ω • L Vi = 0.625 • ω • L Triple Re = 0.4 • ω • L Ri = 1.1 • ω • L Ve = 0.4 • ω • L Vi = 0.6 • ω • L Re = Ri = Ve = Vi = ω= L= End Reaction in ft-lb/ft Interior Reaction in ft-lb/ft Vertical Shear adjacent to end support in lb/ft Vertical Shear adjacent to interior support in lb/ft Allowable Uniform Load in psf Span Length in feet. Span lengths shown in tables are center-to-center spans BEARING Vulcraft recommends 2 inches minimum bearing on perpendicular supports. Bearing length directly influences allowable reactions governed by web crippling. It is also important to ensure that enough bearing length is provided to meet minimum edge distance requirements for fasteners. Sufficient bearing at parallel supports should be provided to make the specified connections. The Gravity Load Tables on pages 21 and 105 assume a minimum exterior bearing length of 1.50 inches and a minimum interior bearing length of 3.00 inches. www.vulcraft.com VULCRAFT VP1 7 Technical Guidelines Allowable reactions for solid fluted deck panels can be governed by web crippling or web shear capacity. In this catalog, both web crippling and shear strength of PunchLok deck profiles are provided. Technical Guidelines Web Crippling: One vs. Two Flange Loading FIGURE 1 8 VP1 VULCRAFT www.vulcraft.com PUNCHLOK® DECK UPLIFT LOADS Technical Guidelines Allowable uniform uplift load values are based on the allowable bending moment (stress) and limiting deflection to L/360, L/240 or L/180. Note that self-weight of the deck should is not included and must be accounted for when determining resisting dead load. Bending moment and deflection is based on slender beam theory for the span condition. The formulas used to determine the allowable uniform uplift loads due to flexure (stress) and deflection are as follows: Design Formulas Span Bending Moment Single –M = 0.125 • ω • L2 0.0013 • ω • L4 • 1728 ∆ = ___________________ Double +M = 0.125 • ω • L2 0.0054 • ω • L4 • 1728 ∆ = ___________________ Triple +M = 0.1 • ω • L2 0.0069 • ω • L4 • 1728 ∆ = ___________________ +M = -M = ∆= E= ω= L= Idi = Idm = Deflection E • Idi E • Idm E • Idm Positive Bending Moment in ft-lb/ft Negative Bending Moment in ft-lb/ft Deflection in inches 29,500,00 psi Allowable Uniform Load in psf Span Length in feet. Span lengths shown in tables are center-to-center spans Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Inverted Position) Moment of Inertia for Deflection due to Uniform Loads for Multiple Span Conditions DIAPHRAGM STRENGTH, FLEXIBILITY AND STIFFNESS There are three parts in the diaphragm strength and stiffness tables: allowable diaphragm shear strength due to seismic loads, diaphragm stiffness, and allowable diaphragm shear strength due to wind loads. Per industry standard, diaphragm strength tables are based on a rational assumption of a three span condition. For more information, or for conditions outside the range of the published values in this catalog, please contact your Vulcraft representative. The sidelap connection strength, Qs, and Flexibility Ss, for the PunchLok II (VSC2) connection is determined in accordance with the following equations: Qs = 137.42 • t - 2.01 (kips) Ss = 28.84 • t 2 - 3.24 • t + 0.099 (in/kip) Where: t = Base Metal Thickness www.vulcraft.com VULCRAFT VP1 9 Technical Guidelines Allowable Diaphragm Shear Strength Due to Seismic Loads In certain parts of the country, it is unknown at the start of the design process whether seismic or wind will govern the diaphragm design. For this reason both seismic and wind tables have been published in this catalog. This saves the user from having to convert a wind table to seismic or vice versa. Allowable diaphragm shear strength is published based on span length and number of VSC2 connections per span. Diaphragm Stiffness Diaphragm stiffness is a property of the diaphragm that predicts how much a diaphragm will deflect in plane under load. The diaphragm stiffness tables list the diaphragm stiffness for a three span condition. As the number of spans increase, so does diaphragm stiffness. Likewise, as the numbers of spans decrease so does diaphragm stiffness. Diaphragm stiffness can be determined for any span condition using the following equations: G' = E•t s 2.6 • + ρ • Dn + C d Dn = t C = E • w • Sf • D L ( 2 2 • α1 + np • α2 + 2 • ns • Sf Ss ) •L Where: G’ = Diaphragm Stiffness (k/in) E = Modulus of Elasticity = 29,500 ksi t = Base Metal Thickness (in) See Section Properties Table on pages 20 and 104. s = developed flute per width (in) d = panel corrugation pitch (in) Deck Profile 1.5PLB 3.0PLN s (in) 8.342 13.297 d (in) 6 8 ρ = Support Factor for Warping Spans 1 2 3 4 5 6 7 ρ 1.00 1.00 0.90 0.80 0.71 0.64 0.58 Dn = Warping Coefficient D = Warping Constant Deck Gage 22 20 19 18 Warping Constant, D Deck Profile and Attachment Pattern 1.5PLB 1.5PLB 3.0PLN 36/4 36/7 24/4 10891 1225 7807 8147 916 5840 6457 726 4629 5348 601 3833 L = Panel Length (in) C = Slip Coefficient w = Panel Width (in) Sf = Structural Connection Flexibility (in/k) Ss = Sidelap Connector Flexibility (in/k) 10 VP1 VULCRAFT www.vulcraft.com Structural Connection, Sf and Sidelap Connector Flexibility, Ss Weld Hilti X-HSN 24 Hilti X-ENP-19 Pneutek SDK61 Pneutek SDK63 Pneutek K64 Pneutek K66 #12 Screw PunchLok II (VSC2) 0.0067 0.0061 0.0056 0.0053 0.0073 0.0066 0.0061 0.0057 0.0044 0.0040 0.0037 0.0034 0.0175 0.0159 0.0147 0.0138 0.0175 0.0159 0.0147 0.0138 0.0175 0.0159 0.0147 0.0138 0.0175 0.0159 0.0147 0.0138 0.0076 0.0069 0.0064 0.0060 0.0285 0.0200 0.0140 0.0102 Gage 22 20 19 18 Ss (in/k) α1 = End Distribution Factor α2 = Purlin Distribution Factor np = Number of Purlins excluding those at Ends of Panel = Number of Spans - 1 ns = Number of Sidelap Connectors within the Panel Length = Number of Spans x Number of Sidelap Fasteners per Span Deck Profile and Attachment Pattern End Distribution Factor, α1 Purlin Distribution Factor, α2 1.5PLB – 36/4 1.306 1.306 1.5PLB – 36/7 1.972 1.972 3.0PLN – 24/4 1.292 1.292 Example Calculate the stiffness for a 4 span condition for the following: Deck Profile = Span Length = Support Fastener = Support Fastener Attachment Pattern = Sidelap Fastener = Number of Sidelap Fasteners per Span = Four Span Condition: t C = E • w • Sf • ( 2 2 • α1 + np • α2 + 2 • ns • C = 29,500 • 0.0358 • 0.0040 • 36 Dn = D 916 = = 2.73 L 336 G' = E•t s 2.6 • + ρ • Dn + C d G' = www.vulcraft.com ( Sf Ss ) 1.5PLB20 7’-0" (84") Hilti X-ENP-19 36/7 VSC2 7 •L 2 2 • 1.972 + 4 • 1.972 + 2 • 28 • 0.0040 0.0020 ) • 336 = 3.74 29,500 • 0.0358 ~ 110 k/in = 8.342 2.6 • + 0.90 • 2.73 + 3.74 6 VULCRAFT VP1 11 Technical Guidelines Sf (in/k) ALLOWABLE DIAPHRAGM SHEAR STRENGTH DUE TO WIND LOADS Technical Guidelines In high wind regions, wind uplift must be checked in conjunction with diaphragm shear due to wind loads. When support fasteners must resist a significant amount of tension load due to wind uplift, the allowable shear strength of those fasteners is reduced. For this reason, allowable diaphragm shear strength tables due to wind are published with and without net wind uplift. As net wind uplift increases, allowable diaphragm shear capacity decreases. The net wind uplift load is the resultant of the appropriate Allowable Stress Design (ASD) load combination. Tributary width, and the appropriate reaction equations were used to calculate tension loads on fasteners. Fastener Requirements at Parallel Connectors The number of support attachments per span at diaphragm chords, struts, ties or other collector elements that are parallel to the deck flutes is based on the shear capacity of the connections used. It is assumed that a sufficient number of attachments per span are provided to develop the full shear capacity of the diaphragm. To keep the same diaphragm rigidity, the spacing of the attachment of the panels at the perimeter parallel to the deck flutes should not be larger that that for the interior sidelap fasteners. The number of required support attachments is determined by multiplying the nominal shear value in the seismic or wind without net uplift table by the span length and then dividing by the allowable shear strength of the support fastener. Remember that table values are allowable and must be converted to nominal. Allowable shear strengths for Arc Spot Welds, Arc Seam Welds, Hilti Fasteners, Pneutek Fasteners, and #12 Screws are listed in Table 1. SPECIFICATION SECTION 05 31 23 - STEEL ROOF DECKING Specifications utilizing VULCRAFT roof deck formatted in accordance with MasterFormat 2012, Construction Specifications Institute (CSI) and Construction Specifications Canada (CSC) are available for download from Vulcraft’s website (www.vulcraft.com/decks/punchlok-ii). 12 VP1 VULCRAFT www.vulcraft.com DESIGN EXAMPLE Design Criteria The objective is to select the deck system for the roof of a warehouse building. The roof structure is made of steel joists with a minimum top chord thickness greater than 1/8" and less than 3/16". The deck does not support a ceiling. The joist spacing is 5'-0" oc. The contractor has requested 1½" deep deck be used and that a power actuated mechanical support fastener be specified. Selection is based on the ASD method. The design criteria are as follows: Deck Type = Deck Span = Substrate Thickness = 1.5PLB 5'-0" ≥ 1/8" and ≤ 3/16" Roof Dead Load, ωDL = 10 psf Roof Live Load, ωLL = Total Vertical Load, ωTL = 20 psf 30 psf Net Wind Uplift Load = (Based on Appropriate ASD Load Combination) 60 psf Deflection Criteria (Live) = Deflection Criteria (Wind) = L / 180 L / 180 Required Diaphragm Strength (Seismic) = Required Diaphragm Strength (Wind) = Required Diaphragm Stiffness = 525 plf 575 plf 60 k/in STEP 1: Check Vertical Gravity Load Capacity and Deflection of Deck The first step in the deck selection process is to check the vertical strength (due to gravity loads) of the deck itself based on bending stress and deflection criteria. For this example a design must be selected that meets the following criteria: Deck Span = Roof Dead Load = Roof Live Load = Total Vertical Load = Deflection Criteria (Live) = 5'-0" 10 psf 20 psf 30 psf L / 180 Use the Allowable Uniform Gravity Loads Based on Bending Stress and Deflection Tables for 1.5PLB on page 21. It is suggested that the vertical load information section and all footnotes be read before using tables. Assume for the purpose of this example that a triple span condition will be used. From the tables, the 22 gage 1.5PLB deck satisfies the design criteria as follows: Deck Type = Allowable Uniform Load based on Stress = Allowable Uniform Live Load based on L / 180 = www.vulcraft.com VULCRAFT 1.5PLB22 177 psf > 30 psf ∴ OK > 177 psf > 20 psf ∴ OK VP1 13 Technical Guidelines The focus of this design example is to illustrate how to use this catalog. This design example illustrates the basic issues involved in the design of Vulcraft PunchLok deck and is not intended to address all of the possible options. STEP 2: Check Allowable Reactions and Shear Due to Vertical Gravity Loads Technical Guidelines The second step is to check the allowable reactions due to web crippling and determine the minimum required bearing for the deck selected in Step 1. While it rarely will ever govern design, web shear capacity of the deck should also be checked. Both end and interior conditions must be checked for both bearing and web shear. First determine the required reaction and shear capacity. Note: applicable equations are listed on page 7. For a triple span condition: Bearing Note: Step 2 only needs to be performed if minimum bearing requirements are not met. Re = 0.4 ∙ ωTL ∙ L = 0.4 ∙ 30 psf ∙ 5.00 ft = 60 plf Ri = 1.1 ∙ ωTL ∙ L = 1.1 ∙ 30 psf ∙ 5.00 ft = 165 plf Shear Ve = 0.4 ∙ ωTL ∙ L = 0.4 ∙ 30 psf ∙ 5.00 ft = 60 plf Vi = 0.6 ∙ ωTL ∙ L = 0.6 ∙ 30 psf ∙ 5.00 ft = 90 plf Because the contractor has requested the specification of a mechanical support fastener, enough bearing length should also be specified to ensure that minimum edge distance requirements are met. Typically, a 1" distance to edge of sheet is recommended for mechanical support fasteners, therefore a 2" bearing length will be the starting point for design. Use the allowable reaction tables for 1.5PLB deck on page 22. Note that standard reactions used for uniform load conditions are one flange loading conditions. The web shear capacity of the deck can be found in the section properties table on page 20. Based on the previously selected 22 gage 1.5PLB deck: Deck Type = Allowable End Reaction (2" Bearing) = Allowable Interior Reaction (2" Bearing) = Allowable Web Shear Strength = 1.5PLB22 897 plf > 60 plf ∴ OK 1325 plf > 165 plf ∴ OK 2825 plf > 90 plf ∴ OK STEP 3: Check Vertical Uplift Load Capacity and Deflection of Deck The third step in the deck selection process is to check the vertical strength (due to wind uplift loads) of the deck itself based on bending stress and deflection criteria. Note: Uplift capacity of connections will be considered in step 4. For this example a design must be selected that meets the following criteria: Deck Span = Net Wind Uplift Load = Deflection Criteria (Wind) = 5'-0" 60 psf L / 180 Turn to the Allowable Uniform Uplift Loads Based on Bending Stress and Deflection Tables for 1.5PLB on page 23. It is suggested that the uplift load information section and all footnotes be read before using tables. Verify that the profile selected in step 1 meets the uplift strength and deflection criteria. 14 VP1 Deck Type = Allowable Uniform Load base on Stress = 1.5PLB22 Allowable Uniform Load base on L / 180 = > 167 psf > 60 psf ∴ OK VULCRAFT 167 psf > 60 psf ∴ OK www.vulcraft.com STEP 4: Check Diaphragm Capacity and Stiffness Substrate Thickness = Selected Fastener = Fastener Substrate Range = ≥ 1/8"and ≤ 3/16" Hilti X-HSN 24 ≥ 1/8"and ≤ 3/8" ∴ OK Now that a fastener has been selected, use the diaphragm tables for 1.5PLB22 with Hilti X-HSN 24 fasteners on page 40. First we will check Seismic: Deck Type = Deck Span = Selected Fastener = Required Diaphragm Strength (Seismic) = Support Fastener Attachment Pattern = Number of VSC2’s Required per Span = Allowable Diaphragm Shear Strength = 1.5PLB22 5'-0" Hilti X-HSN 24 525 plf 36/7 3 645 plf > 525 plf ∴ OK Now check for the wind condition. Note that when checking for wind, uplift should also be considered. In this example, the roof has a significant net wind uplift pressure; therefore shear/tension interaction must be checked (From page 41): Deck Type = Deck Span = Selected Fastener = Support Fastener Attachment Pattern = Net Wind Uplift Load = Required Diaphragm Strength (Wind) = Number of VSC2’s Required per Span = Allowable Diaphragm Shear Strength = 1.5PLB22 5'-0" Hilti X-HSN 24 36/7 60 psf 575 plf 4 592 plf > 575 plf ∴ OK Note that more VSC2 sidelap connections are required per span than for the seismic condition. Since this design will govern the design, it will be used to verify that the diaphragm meets the stiffness requirements of the project (From page 40): Deck Type = Deck Span = Selected Fastener = Support Fastener Attachment Pattern = Required Diaphragm Stiffness = Diaphragm Stiffness, G' = www.vulcraft.com VULCRAFT 1.5PLB22 5'-0" Hilti X-HSN 24 36/7 60 k/in 61 k/in > 60 k/in ∴ OK VP1 15 Technical Guidelines Note: It is recommended that the diaphragm section of this manual and table footnotes be reviewed before using the diaphragm tables. The first part of checking the diaphragm strength and stiffness involves selecting the appropriate support fastener for the project. In this case, the contractor has requested that a power actuated mechanical support fastener be specified. Substrate thickness is an important factor in specifying an appropriate fastener. For this project, consider: STEP 5: Determine Parallel Attachment Requirements Technical Guidelines Next the number of parallel attachments per span must be determined in order to develop the full capacity of the diaphragm. This is done by multiplying the nominal diaphragm shear strength by the span length and dividing by the nominal fastener shear strength. Nominal shear strength for both the diaphragm and the fastener must first be determined by multiplying the allowable shear strengths by the appropriate safety factors. This is due to the differing safety factors for diaphragms and individual connections. Use the wind with no uplift shear strength for the conversion and not the wind shear capacity that is impacted by wind uplift. Deck Type = Deck Span = Support Fastener = Support Fastener Attachment Pattern = Number of VSC2’s Required per Span = Allowable Diaphragm Strength (Wind-No Uplift) = Safety Factor, Ωd = Nominal Diaphragm Shear Capacity = Allowable Fastener Shear Strength = Safety Factor, Ω = Nominal Fastener Shear Strength = Number of Fasteners Required per Span = 1.5PLB22 5'-0" Hilti X-HSN 24 36/7 4 799 plf (From page 40) 2.35 (799 plf)(2.35) = 1878 plf 595 lb. 2.5 (From page 5) (595 plf)(2.5) = 1487 plf (1878 plf)(5'-0")/(1487 lb.) = 6.3 ∴ 7 Hilti X-HSN 24 Fasteners are required per span STEP 6: Summarize Design The following design will be used for this project: Deck Span = Deck Type = Selected Fastener = Attachment Pattern = Number of VSC2’s Required per Span = Number of X-HSN24’s Required per Span = (@ parallel collectors) 16 VP1 VULCRAFT 5'-0" 1.5PLB22 Hilti X-HSN 24 36/7 4 7 www.vulcraft.com TABLE FOOTNOTES Allowable Uniform Loads Based on Bending Stress and Deflection Table Footnotes 1. Minimum exterior bearing length required is 1.50 inches. Minimum interior bearing length required is 3.00 inches. If these minimum lengths are not provided, web crippling must be checked using the allowable reaction tables (See pages 22 and 106). 2. Stress = Allowable uniform load based on maximum allowable flexural stress in deck. 3. L/360, L240 or L/180 = Uniform load which produces selected deflection in deck. 4. The symbol ♦♦♦ indicates allowable uniform load based on deflection exceeds allowable uniform load based on stress. 5. Nominal uniform loads governed by stress may be determined by multiplying the allowable values in the table by Ωb = 1.67. LRFD loads may be determined by multiplying nominal loads by ϕb = 0.90. Allowable Uniform Uplift Loads Based on Bending Stress and Deflection 2. Stress = Allowable uniform load based on maximum allowable flexural stress in deck. 3. L/360, L240 or L/180 = Uniform load which produces selected deflection in deck. 4. The symbol ♦♦♦ indicates allowable uniform load based on deflection exceeds allowable uniform load based on stress. 5. Nominal uniform loads governed by stress may be determined by multiplying the allowable values in the table by Ωb = 1.67. LRFD loads may be determined by multiplying nominal loads by ϕb = 0.90. Allowable Reactions Due to Web Crippling Table Footnotes 1. Nominal reactions governed by one flange end bearing may be determined by multiplying the allowable values in the table by Ωc = 1.70. LRFD loads may be determined by multiplying nominal loads by ϕc = 0.90. 2. Nominal reactions governed by one flange interior bearing may be determined by multiplying the allowable values in the table by Ωc = 1.75. LRFD loads may be determined by multiplying nominal loads by ϕc = 0.85. 3. Nominal reactions governed by two flange end bearing may be determined by multiplying the allowable values in the table by Ωc = 1.80. LRFD loads may be determined by multiplying nominal loads by ϕc = 0.85. 4. Nominal reactions governed by two flange interior bearing may be determined by multiplying the allowable values in the table by Ωc = 1.75. LRFD loads may be determined by multiplying nominal loads by ϕc = 0.85. www.vulcraft.com VULCRAFT VP1 17 TABLE FOOTNOTES 1. This table does not account for the uplift capacity of fasteners. Allowable shear / uplift interaction must be checked separately using the allowable diaphragm strength tables (See pages 24-103 and 108-147). Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section entitled Fastener Requirements at Parallel Collectors on page 12 and Step 5 of the Design Example to determine the required number of fasteners at parallel collectors. 2. For general design of multi-span deck the Diaphragm Stiffness tables are based on a three span condition. To calculate diaphragm stiffness for other span conditions, refer to section entitled Diaphragm Stiffness on page 10. 3. VSC2 = Vulcraft Sidelap Connection 2. A VSC2 is the sidelap connection made by the PunchLok II Tool. Sidelap connections are not required at support locations. TABLE FOOTNOTES 4. X-ENP-19 = Hilti X-ENP-19 L15 fastener K66 = Pneutek K66062 or K66075 fastener K64 = Pneutek K64062 fastener SDK63 = Pneutek SDK63075 fastener SDK61 = Pneutek SDK61075 fastener 5. For deck attached with #12 screws, select appropriate screw based on actual substrate thickness. The following table is provided as a guide, proper selection should be verified based on specific fasteners used: Support Thickness Fastener Designation 0.0385" to 3/16" #3 Drill Point 1/8" to 1/4" #4 Drill Point 1/8" to 1/2" #5 Drill Point 6. Interpolation of diaphragm shear strength between adjacent span lengths is permissible. For interpolation of diaphragm stiffness between adjacent span lengths, use the stiffness for the closest adjacent span length. 7. The allowable diaphragm shear values in the tables are ASD values. Factors of safety are based on AISI S100 Table D5 (see below). The gray shaded values in the table indicate where panel buckling is the limit state rather than the connections. To convert from ASD to LRFD or LSD for each connection type, the published allowable diaphragm shear strength may be multiplied by the applicable conversion factor, C = Ωd • ϕd AISI S100 Table D5: Safety Factors and Resistance Factors for Diaphragms Limit State Load Type or Combinations Including Earthquake Wind All Others Connection Type Ωd ϕd ϕd Ωd ϕd ϕd (ASD) (LRFD) (LSD) 2.00 0.80 0.75 (ASD) (LRFD) (LSD) Welds 3.00 0.55 0.50 Screwsb,c 2.50 0.65 0.60 2.35 0.70 0.65 Welds 2.65 0.60 0.55 Screwsb,c 2.50 0.65 0.60 Welds Screwsb,c Panel Bucklinga Connection Related a. Panel buckling is considered out-of-plane buckling and not local buckling at fasteners. b. For mechanical fasteners other than screws, Ωd shall not be less than the Table D5 values for screws. c. For mechanical fasteners other than screws, ϕd shall not be greater than the Table D5 values for screws. 18 VP1 VULCRAFT www.vulcraft.com NOTES NOTES www.vulcraft.com VULCRAFT VP1 19 1.5PLB™ 1½" Deep Roof Deck Used with PunchLok® II System Approximate Dimensions Deck Weight and Section Properties Deck Type Design Thickness (in.) Weight (psf) Ix Idn Idi Idm Spos Sneg Va (in4/ft) (in4/ft) (in4/ft) (in4/ft) (in3/ft) (in3/ft) (lb/ft) 1.5PLB22 0.0295 1.78 0.178 0.152 0.173 0.175 0.167 0.177 2825 1.5PLB20 0.0358 2.14 0.216 0.193 0.216 0.216 0.218 0.227 3409 1.5PLB19 0.0418 2.49 0.252 0.233 0.252 0.252 0.259 0.275 3958 1.5PLB18 0.0474 2.82 0.286 0.272 0.286 0.286 0.298 0.315 4464 1.5PLB™ DECK Notes: 1. Section properties are based on Fy = 50,000 psi. 2. Ix = Gross Moment of Inertia 3. Idn = Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Normal Position) 4. Idi = Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Inverted Position) 5. Idm = Moment of Inertia for Deflection due to Uniform Loads for Multiple Span Conditions 6. Spos = Positive Effective Section Modulus 7. Sneg = Negative Effective Section Modulus 8. Va = Allowable Reaction governed by web shear. Attachment Patterns to Supports 36/4 36/7 Note: 20 VP1 indicates location of arc spot weld, power actuated fastener, or screw as indicated in the load tables. indicates location of arc seam weld, power actuated fastener, or screw as indicated in the load tables. VULCRAFT www.vulcraft.com GRAVITY LOAD TABLES 1.5PLB22 Allowable Uniform Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" Stress 209 165 134 110 93 79 68 59 L/360 104 73 53 40 31 24 19 16 SINGLE L/240 156 110 80 60 46 36 29 24 L/180 208 146 106 80 62 48 39 32 Stress 221 175 142 117 98 84 72 63 L/360 ♦♦♦ ♦♦♦ ♦♦♦ 111 85 67 54 44 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 277 219 177 146 123 105 90 79 L/360 225 158 115 87 67 52 42 34 TRIPLE L/240 ♦♦♦ ♦♦♦ 173 130 100 79 63 51 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 84 68 8'-0" 52 13 19 26 55 36 54 ♦♦♦ 69 28 42 56 8'-6" 46 11 16 22 49 30 45 ♦♦♦ 61 23 35 47 9'-0" 41 9 14 18 44 25 38 ♦♦♦ 55 20 30 40 9'-6" 37 8 12 16 39 21 32 ♦♦♦ 49 17 25 34 10'-0" 33 7 10 13 35 18 28 ♦♦♦ 44 14 22 29 8'-0" 68 17 25 33 71 44 67 ♦♦♦ 89 35 52 70 8'-6" 60 14 21 28 63 37 56 ♦♦♦ 79 29 44 58 9'-0" 54 12 17 23 56 31 47 ♦♦♦ 70 24 37 49 9'-6" 48 10 15 20 50 27 40 ♦♦♦ 63 21 31 42 10'-0" 44 8 13 17 45 23 34 ♦♦♦ 57 18 27 36 8'-0" 81 20 30 40 86 52 78 ♦♦♦ 107 41 61 81 8'-6" 72 17 25 33 76 43 65 ♦♦♦ 95 34 51 68 9'-0" 64 14 21 28 68 36 55 ♦♦♦ 85 29 43 57 9'-6" 57 12 18 24 61 31 46 ♦♦♦ 76 24 36 48 10'-0" 52 10 15 20 55 27 40 53 69 21 31 42 8'-0" 93 23 35 47 98 59 88 ♦♦♦ 123 46 69 92 8'-6" 82 19 29 39 87 49 74 ♦♦♦ 109 38 58 77 9'-0" 74 16 25 33 78 41 62 ♦♦♦ 97 32 49 65 9'-6" 66 14 21 28 70 35 53 ♦♦♦ 87 28 41 55 10'-0" 60 12 18 24 63 30 45 60 79 24 35 47 1.5PLB20 Allowable Uniform Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" Stress 273 215 174 144 121 103 89 78 L/360 132 93 68 51 39 31 25 20 SINGLE L/240 198 139 102 76 59 46 37 30 L/180 264 186 135 102 78 62 49 40 Stress 284 224 182 150 126 107 93 81 L/360 ♦♦♦ ♦♦♦ ♦♦♦ 137 105 83 66 54 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 355 280 227 188 158 134 116 101 L/360 278 195 143 107 82 65 52 42 TRIPLE L/240 ♦♦♦ ♦♦♦ 214 161 124 97 78 63 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 130 104 84 1.5PLB19 1.5PLB18 Allowable Uniform Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" Stress 373 294 238 197 166 141 122 106 L/360 186 131 95 72 55 43 35 28 SINGLE L/240 279 196 143 107 83 65 52 42 L/180 ♦♦♦ 262 191 143 110 87 70 57 Stress 394 311 252 208 175 149 129 112 L/360 ♦♦♦ ♦♦♦ 241 181 140 110 88 72 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 107 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 492 389 315 260 219 186 161 140 L/360 369 259 189 142 109 86 69 56 TRIPLE L/240 ♦♦♦ 389 283 213 164 129 103 84 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 219 172 138 112 See page 17 for footnotes www.vulcraft.com VULCRAFT VP1 21 1.5PLB™ DECK Allowable Uniform Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" Stress 324 256 207 171 144 123 106 92 L/360 160 112 82 61 47 37 30 24 SINGLE L/240 239 168 123 92 71 56 45 36 L/180 319 224 163 123 95 74 60 48 Stress 344 272 220 182 153 130 112 98 L/360 ♦♦♦ ♦♦♦ 212 160 123 97 77 63 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 94 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 430 340 275 227 191 163 140 122 L/360 325 228 166 125 96 76 61 49 TRIPLE L/240 ♦♦♦ ♦♦♦ 249 187 144 114 91 74 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 151 121 99 ALLOWABLE REACTIONS DUE TO WEB CRIPPLING 1.5PLB22 Bearing Length (in.) 1.5PLB20 Allowable Reaction (lb/ft) One Flange Loading Two Flange Loading End Interior End Interior 1.50 816 1221 852 1486 1.75 858 1275 886 2.00 897 1325 2.25 934 2.50 Bearing Length (in.) Allowable Reaction (lb/ft) One Flange Loading End Interior End Interior 1.50 1165 1768 1288 2173 1557 1.75 1223 1842 1337 2274 917 1623 2.00 1277 1911 1383 2367 1372 947 1686 2.25 1327 1976 1426 2455 968 1416 975 1745 2.50 1375 2037 1466 2538 2.75 1001 1458 1002 1801 2.75 1420 2096 1505 2616 3.00 1033 1499 1028 1854 3.00 1464 2151 1542 2692 3.25 1063 1537 1052 1906 3.25 1505 2205 1577 2764 3.50 1092 1575 1076 1955 3.50 1545 2256 1611 2834 3.75 1120 1610 1099 2003 3.75 1584 2306 1644 2901 ≥ 4.00 1129 1622 1106 2018 ≥ 4.00 1592 2317 1651 2916 1.5PLB19 Bearing Length (in.) 1.5PLB™ DECK Two Flange Loading 1.5PLB18 Allowable Reaction (lb/ft) One Flange Loading Two Flange Loading End Interior End Interior 1.50 1549 2374 1785 2940 1.75 1624 2470 1851 2.00 1693 2559 2.25 1758 2.50 Bearing Length (in.) Allowable Reaction (lb/ft) One Flange Loading Two Flange Loading End Interior End Interior 1.50 1951 3015 2322 3753 3071 1.75 2043 3133 2404 3916 1911 3194 2.00 2128 3243 2480 4067 2643 1969 3308 2.25 2208 3346 2551 4210 1819 2723 2022 3417 2.50 2283 3444 2619 4344 2.75 1878 2798 2074 3520 2.75 2355 3536 2684 4472 3.00 1934 2870 2123 3619 3.00 2424 3625 2745 4595 3.25 1987 2939 2170 3713 3.25 2490 3710 2804 4712 3.50 2039 3006 2215 3804 3.50 2553 3792 2861 4825 3.75 2089 3070 2259 3892 3.75 2614 3871 2916 4934 ≥ 4.00 2096 3079 2265 3904 ≥ 4.00 2618 3876 2919 4940 See page 17 for footnotes 22 VP1 VULCRAFT www.vulcraft.com WIND UPLIFT LOAD TABLES 1.5PLB22 Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" Stress 221 175 142 117 98 84 72 63 L/360 119 84 61 46 35 28 22 18 SINGLE L/240 179 126 92 69 53 42 33 27 L/180 ♦♦♦ 168 122 92 71 56 45 36 Stress 209 165 134 110 93 79 68 59 L/360 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 85 67 54 44 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 261 206 167 138 116 99 85 74 L/360 225 158 115 87 67 52 42 34 TRIPLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ 130 100 79 63 51 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 84 68 8'-0" 55 15 22 30 52 36 ♦♦♦ ♦♦♦ 65 28 42 56 8'-6" 49 12 19 25 46 30 45 ♦♦♦ 58 23 35 47 9'-0" 44 10 16 21 41 25 38 ♦♦♦ 52 20 30 40 9'-6" 39 9 13 18 37 21 32 ♦♦♦ 46 17 25 34 10'-0" 35 8 11 15 33 18 28 ♦♦♦ 42 14 22 29 8'-0" 71 18 28 37 68 44 67 ♦♦♦ 85 35 52 70 8'-6" 63 15 23 31 60 37 56 ♦♦♦ 75 29 44 58 9'-0" 56 13 19 26 54 31 47 ♦♦♦ 67 24 37 49 9'-6" 50 11 17 22 48 27 40 ♦♦♦ 60 21 31 42 10'-0" 45 9 14 19 44 23 34 ♦♦♦ 55 18 27 36 8'-0" 86 22 32 43 81 52 78 ♦♦♦ 101 41 61 81 8'-6" 76 18 27 36 72 43 65 ♦♦♦ 90 34 51 68 9'-0" 68 15 23 30 64 36 55 ♦♦♦ 80 29 43 57 9'-6" 61 13 19 26 57 31 46 ♦♦♦ 72 24 36 48 10'-0" 55 11 17 22 52 27 40 ♦♦♦ 65 21 31 42 8'-0" 98 24 37 49 93 59 88 ♦♦♦ 116 46 69 92 8'-6" 87 20 31 41 82 49 74 ♦♦♦ 103 38 58 77 9'-0" 78 17 26 34 74 41 62 ♦♦♦ 92 32 49 65 9'-6" 70 15 22 29 66 35 53 ♦♦♦ 83 28 41 55 10'-0" 63 13 19 25 60 30 45 ♦♦♦ 75 24 35 47 1.5PLB20 Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" Stress 284 224 182 150 126 107 93 81 L/360 148 104 76 57 44 34 28 22 SINGLE L/240 222 156 113 85 66 52 41 34 L/180 ♦♦♦ 208 151 114 88 69 55 45 Stress 273 215 174 144 121 103 89 78 L/360 ♦♦♦ ♦♦♦ ♦♦♦ 137 105 83 66 54 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 341 269 218 180 151 129 111 97 L/360 278 195 143 107 82 65 52 42 TRIPLE L/240 ♦♦♦ ♦♦♦ 214 161 124 97 78 63 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 104 84 1.5PLB19 1.5PLB18 Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" Stress 394 311 252 208 175 149 129 112 L/360 196 138 100 75 58 46 37 30 SINGLE L/240 294 206 150 113 87 68 55 45 L/180 392 275 201 151 116 91 73 59 Stress 373 294 238 197 166 141 122 106 L/360 ♦♦♦ ♦♦♦ ♦♦♦ 181 140 110 88 72 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 466 368 298 246 207 176 152 132 L/360 369 259 189 142 109 86 69 56 TRIPLE L/240 ♦♦♦ ♦♦♦ 283 213 164 129 103 84 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 172 138 112 See page 17 for footnotes www.vulcraft.com VULCRAFT VP1 23 1.5PLB™ DECK Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" Stress 344 272 220 182 153 130 112 98 L/360 172 121 88 66 51 40 32 26 SINGLE L/240 259 182 132 99 77 60 48 39 L/180 ♦♦♦ 242 176 133 102 80 64 52 Stress 324 256 207 171 144 123 106 92 L/360 ♦♦♦ ♦♦♦ ♦♦♦ 160 123 97 77 63 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 405 320 259 214 180 153 132 115 L/360 325 228 166 125 96 76 61 49 TRIPLE L/240 ♦♦♦ ♦♦♦ 249 187 144 114 91 74 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 151 121 99 DIAPHRAGM TABLES 1.5PLB with Hilti X-HSN 24 1.5PLB22 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 453 572 643 687 715 733 407 528 607 658 692 715 731 367 488 571 628 667 695 715 729 334 452 538 599 643 674 697 715 728 306 420 507 571 618 653 679 699 715 727 282 391 478 544 594 632 661 683 701 715 261 366 451 519 571 611 643 667 686 702 343 427 495 548 591 624 651 672 689 323 405 472 527 571 606 634 657 676 305 384 451 506 551 588 618 642 662 288 365 431 487 533 570 602 628 649 273 348 413 468 515 553 586 613 636 260 332 396 451 497 537 570 598 622 318 380 434 481 521 555 584 609 304 365 419 465 506 541 570 596 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 9 9 9 9 9 9 10 10 10 10 10 10 10 11 11 11 11 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 14 15 15 16 16 16 16 16 16 17 16 16 16 17 17 17 17 17 18 16 17 17 18 18 18 18 18 19 17 18 18 18 19 19 19 19 20 17 18 19 19 19 20 20 20 20 18 19 19 20 20 21 21 21 21 18 19 20 20 21 21 22 22 22 20 20 21 21 22 22 23 23 20 21 21 22 22 23 23 24 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 482 608 684 731 760 780 432 562 645 700 736 760 778 391 519 608 668 710 739 760 776 355 481 572 637 684 717 742 760 774 454 572 639 679 704 720 404 525 599 645 675 694 708 363 482 561 612 646 669 685 697 327 445 526 580 617 643 662 675 686 425 533 592 625 645 658 375 485 549 587 610 626 636 334 443 510 551 577 594 606 615 299 405 474 517 545 563 577 586 593 325 447 539 607 658 695 723 744 760 773 298 411 493 550 590 618 639 654 666 675 269 372 440 485 514 534 548 558 566 571 300 416 508 579 632 672 703 727 745 760 272 382 463 522 564 594 617 633 646 656 243 343 410 455 485 506 520 531 539 545 277 389 480 552 607 650 684 710 730 747 250 355 436 495 539 571 595 613 627 638 222 317 383 427 458 479 494 505 513 519 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 365 454 526 583 628 664 692 715 733 343 430 502 560 607 645 675 699 719 324 409 480 538 586 625 657 683 705 307 389 459 518 567 607 640 668 690 291 370 439 498 547 589 623 652 676 276 353 421 479 529 571 607 637 662 338 404 462 512 554 591 622 648 323 388 445 495 538 575 607 634 332 411 470 515 549 574 593 608 620 311 388 447 493 527 553 574 590 602 292 367 426 472 507 534 555 572 585 275 348 406 452 487 515 537 554 568 259 330 388 433 469 497 519 537 551 245 314 370 415 451 480 503 521 535 299 354 399 435 463 486 505 520 285 339 383 419 448 471 489 505 293 358 402 432 453 468 479 488 494 272 335 378 407 428 444 455 463 469 254 313 355 384 405 420 431 439 445 237 294 334 362 382 397 407 415 422 221 276 314 342 361 375 385 392 398 207 259 296 322 340 353 363 370 376 243 278 303 320 332 341 348 353 229 261 284 300 311 320 326 331 See page 18 for footnotes 24 VP1 VULCRAFT www.vulcraft.com 1.5PLB22 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 395 492 542 569 585 595 345 443 496 525 543 554 562 303 400 453 484 503 515 523 529 268 361 415 446 465 477 486 492 496 40 psf 364 449 489 510 523 530 313 397 438 460 472 480 485 271 351 391 412 424 432 437 440 235 310 347 367 378 385 389 393 395 50 psf 331 403 434 450 458 463 278 346 376 390 399 403 407 234 295 321 333 340 345 347 349 196 247 268 278 283 286 288 290 290 213 297 346 376 394 406 414 419 423 426 177 237 266 280 288 293 296 299 300 301 128 154 163 167 168 169 170 171 171 171 191 269 316 344 361 372 379 384 388 391 153 204 227 238 244 248 250 252 253 254 92 104 108 109 110 110 110 110 110 111 60 psf 295 353 376 386 392 395 240 289 308 317 321 324 326 191 229 243 248 251 253 254 255 145 169 177 180 181 182 183 183 183 238 327 379 410 429 441 449 455 459 462 204 272 305 323 333 339 343 345 347 349 161 201 216 223 226 228 229 230 231 231 97 106 109 110 110 110 110 111 111 111 70 psf 257 299 314 320 324 326 195 225 235 239 241 242 243 136 151 156 157 158 159 159 159 80 psf Span Length (ft-in.) 3'-0" 213 240 249 252 254 255 141 153 157 158 159 159 159 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 245 287 313 328 338 345 350 353 356 222 261 283 297 306 311 316 318 321 200 235 254 266 273 278 282 284 286 180 210 226 235 241 245 248 250 251 160 184 197 204 209 212 214 215 216 140 159 168 173 176 178 179 180 181 132 138 141 143 144 145 145 146 103 106 108 109 109 110 110 110 172 188 196 200 202 204 205 206 206 138 148 153 155 156 157 158 158 159 101 106 108 109 110 110 110 110 110 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 25 1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 578 726 807 854 882 901 521 676 768 824 859 883 899 473 629 729 793 835 863 883 898 431 586 692 762 810 843 866 883 896 396 548 656 731 784 821 848 868 884 895 366 513 622 701 758 799 830 853 870 884 339 481 591 672 733 777 811 837 856 872 453 561 645 708 755 792 820 842 859 427 534 618 683 734 773 803 827 846 404 509 593 660 712 753 786 812 833 383 485 569 637 691 734 769 796 819 363 464 547 615 671 716 752 781 805 346 443 526 595 651 697 735 766 791 425 506 575 632 679 718 751 777 407 488 556 614 662 702 735 763 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 14 14 14 14 14 14 15 16 16 16 16 16 16 17 17 18 18 18 18 18 18 18 19 19 20 20 20 20 20 20 20 20 21 21 22 22 22 22 22 22 21 22 22 23 23 23 24 24 24 24 21 23 23 24 25 25 25 25 26 26 24 25 25 26 26 27 27 27 27 24 25 26 27 27 28 28 29 29 25 26 27 28 29 29 30 30 30 26 27 28 29 30 30 31 31 32 26 28 29 30 31 31 32 32 33 26 28 30 31 31 32 33 33 34 29 30 31 32 33 34 34 35 29 31 32 33 34 35 35 36 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 615 772 859 908 939 958 555 719 817 877 914 939 956 503 669 776 844 888 918 940 955 459 624 736 811 861 897 922 940 954 579 724 800 842 867 883 519 670 756 805 836 856 869 468 621 713 769 805 828 844 855 424 576 673 734 774 800 819 832 842 543 674 739 774 794 806 483 619 691 731 754 769 779 431 569 645 689 716 733 745 753 388 524 603 650 679 698 711 720 726 421 583 698 778 834 874 903 924 940 953 387 536 635 700 743 773 794 809 820 829 351 484 564 613 643 664 677 687 694 700 389 545 662 746 807 851 883 907 926 940 355 500 600 668 714 746 769 786 798 808 319 448 528 578 609 631 645 655 663 669 361 512 628 715 779 827 863 890 911 927 327 467 567 637 686 720 745 763 777 788 291 415 494 545 577 599 614 624 632 638 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 482 597 686 753 804 842 872 895 914 454 568 658 727 780 822 854 880 900 429 541 631 702 758 801 836 864 886 407 516 606 678 735 781 818 847 871 387 493 582 655 714 761 800 831 857 368 472 560 633 693 742 782 815 842 452 539 612 672 723 764 798 827 433 519 592 653 704 747 782 812 438 537 608 659 695 721 741 756 767 411 509 581 633 671 698 719 735 747 387 484 555 608 647 676 698 715 728 365 460 531 585 624 654 677 695 708 346 438 509 562 603 633 657 675 690 328 418 488 541 582 613 637 656 671 399 468 521 562 594 618 638 653 381 449 502 543 575 600 620 635 386 464 514 546 568 583 594 602 608 360 435 484 517 538 553 564 572 579 336 409 457 488 510 525 536 543 550 314 384 431 461 482 497 507 515 521 294 361 406 435 455 470 480 487 493 276 340 382 410 430 443 453 460 465 320 360 386 404 417 426 433 438 300 338 363 380 391 400 406 410 See page 18 for footnotes 26 VP1 VULCRAFT www.vulcraft.com 1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 505 621 675 702 718 728 444 563 621 652 669 680 688 393 511 571 603 622 634 642 647 349 465 525 558 577 589 597 602 606 40 psf 465 565 608 629 641 648 403 503 547 569 581 589 593 351 447 490 511 523 531 535 538 306 395 436 456 467 474 478 481 483 50 psf 422 505 538 553 561 566 358 436 467 482 490 494 497 303 373 400 412 419 423 426 427 254 313 335 344 349 352 354 356 356 280 385 441 472 491 503 510 516 519 522 233 304 335 350 358 362 365 367 369 370 167 196 205 208 210 211 212 212 213 213 252 350 403 433 450 461 468 473 477 479 202 262 286 297 304 307 309 311 312 313 120 134 137 139 139 140 140 140 140 140 60 psf 377 441 464 475 480 483 308 363 382 391 395 397 399 246 288 302 307 310 312 313 314 187 214 221 224 225 226 227 227 227 312 423 481 514 533 545 553 559 563 566 267 348 384 402 412 418 421 424 426 427 210 255 270 277 280 282 283 284 285 285 125 136 138 139 140 140 140 140 140 140 70 psf 327 373 388 394 397 399 250 282 292 296 298 299 299 174 191 195 197 197 198 198 198 80 psf Span Length (ft-in.) 3'-0" 271 299 308 311 313 314 179 193 196 197 198 198 198 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 319 368 395 410 420 427 431 434 437 289 334 357 371 380 386 390 392 394 262 301 321 333 340 345 348 350 352 235 268 285 295 301 304 307 309 310 209 236 249 256 261 264 265 267 268 182 203 212 217 220 222 224 225 225 168 175 178 180 181 182 182 183 132 135 137 138 139 139 139 140 220 237 245 249 252 253 254 255 255 177 188 192 194 196 197 197 198 198 130 136 138 139 139 139 140 140 140 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 27 1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 578 726 807 854 882 901 521 676 768 824 859 883 899 473 629 729 793 835 863 883 898 431 586 692 762 810 843 866 883 896 396 548 656 731 784 821 848 868 884 895 366 513 622 701 758 799 830 853 870 884 339 481 591 672 733 777 811 837 856 872 453 561 645 708 755 792 820 842 859 427 534 618 683 734 773 803 827 846 404 509 593 660 712 753 786 812 833 383 485 569 637 691 734 769 796 819 363 464 547 615 671 716 752 781 805 346 443 526 595 651 697 735 766 791 425 506 575 632 679 718 751 777 407 488 556 614 662 702 735 763 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 14 14 14 14 14 14 15 16 16 16 16 16 16 17 17 18 18 18 18 18 18 18 19 19 20 20 20 20 20 20 20 20 21 21 22 22 22 22 22 22 21 22 22 23 23 23 24 24 24 24 21 23 23 24 25 25 25 25 26 26 24 25 25 26 26 27 27 27 27 24 25 26 27 27 28 28 29 29 25 26 27 28 29 29 30 30 30 26 27 28 29 30 30 31 31 32 26 28 29 30 31 31 32 32 33 26 28 30 31 31 32 33 33 34 29 30 31 32 33 34 34 35 29 31 32 33 34 35 35 36 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 585 732 810 854 880 896 525 679 766 818 849 870 884 474 630 724 782 819 844 860 873 430 585 684 748 789 817 837 851 861 579 724 800 842 867 883 519 670 756 805 836 856 869 468 621 713 769 805 828 844 855 424 576 673 734 774 800 819 832 842 555 691 760 797 819 833 495 637 713 756 782 799 810 444 587 669 717 747 766 779 788 401 542 628 679 712 733 748 758 766 393 544 646 714 759 791 813 829 841 850 387 536 635 700 743 773 794 809 820 829 363 502 589 644 679 702 718 729 738 744 361 508 611 682 731 765 789 807 821 831 355 500 600 668 714 746 769 786 798 808 331 466 554 610 646 671 688 701 710 717 333 475 578 651 703 739 766 786 800 812 327 467 567 637 686 720 745 763 777 788 304 434 521 578 616 642 660 673 682 690 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 446 548 623 676 715 743 764 781 793 419 520 595 650 691 721 743 761 774 395 494 570 626 667 699 723 741 756 373 470 546 602 645 678 703 722 738 353 448 523 580 624 657 683 704 720 335 428 502 559 603 638 665 686 702 409 482 539 584 619 646 668 685 391 463 520 565 600 628 651 669 438 537 608 659 695 721 741 756 767 411 509 581 633 671 698 719 735 747 387 484 555 608 647 676 698 715 728 365 460 531 585 624 654 677 695 708 346 438 509 562 603 633 657 675 690 328 418 488 541 582 613 637 656 671 399 468 521 562 594 618 638 653 381 449 502 543 575 600 620 635 405 491 548 587 613 632 646 656 663 378 463 520 559 586 605 619 630 638 355 437 494 532 560 579 593 604 612 333 413 469 507 535 554 568 579 587 314 391 445 483 510 530 544 555 563 296 370 423 461 487 506 520 531 539 351 403 439 465 483 497 507 515 333 383 418 443 461 475 485 492 See page 18 for footnotes 28 VP1 VULCRAFT www.vulcraft.com 1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 524 648 708 739 757 768 464 592 657 692 713 726 735 413 541 610 648 671 685 695 701 369 496 566 606 630 645 655 663 668 40 psf 492 603 654 679 694 702 431 544 598 626 641 651 657 380 491 546 574 591 601 608 612 336 444 497 526 542 553 559 564 567 50 psf 458 556 597 618 629 636 396 493 535 556 567 574 579 344 436 477 497 508 514 519 522 299 384 421 439 450 456 459 462 464 60 psf 423 506 539 554 563 568 359 438 469 483 491 496 499 304 374 402 414 421 425 427 429 255 315 337 346 352 355 357 358 359 300 418 487 528 553 569 580 588 593 597 266 361 409 435 450 459 465 469 472 474 224 290 317 329 336 340 342 344 345 346 168 198 207 211 213 214 215 215 215 215 273 385 452 492 517 533 544 551 557 561 237 325 369 392 405 413 418 422 425 426 192 245 266 275 280 282 284 285 286 287 122 136 140 142 142 143 143 143 143 143 70 psf 385 453 478 490 496 499 318 377 399 408 413 416 418 258 305 321 328 331 333 334 335 202 234 243 247 249 250 251 251 252 332 455 525 566 591 607 617 625 630 634 298 400 452 479 495 505 512 516 519 521 259 336 368 384 392 398 401 403 405 406 211 257 272 279 282 284 286 286 287 287 144 160 164 166 166 167 167 167 167 167 80 psf Span Length (ft-in.) 3'-0" 345 398 415 423 427 429 271 312 325 330 333 334 335 202 227 234 237 238 239 239 240 130 139 142 142 143 143 143 143 143 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 356 420 459 482 498 509 516 521 525 328 390 426 449 464 474 481 486 490 304 361 396 417 431 440 447 451 455 281 334 366 386 398 407 413 417 420 259 308 337 355 366 374 379 383 385 239 283 309 325 334 341 345 349 351 259 281 294 303 308 312 315 317 235 253 264 271 275 278 281 282 291 330 350 361 368 373 376 378 379 259 292 309 318 323 327 329 331 332 228 255 267 274 279 281 283 284 285 197 217 226 231 234 235 237 237 238 164 177 183 186 188 189 190 190 191 129 136 139 141 141 142 142 143 143 201 214 220 223 224 225 226 227 227 153 161 164 165 166 166 167 167 167 102 105 106 106 106 107 107 107 107 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 29 1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 694 867 957 1007 1036 1055 628 812 915 976 1013 1037 1053 572 759 873 943 988 1017 1038 1052 523 711 832 910 962 996 1021 1038 1051 481 666 792 877 934 974 1002 1023 1038 1050 444 625 755 844 907 951 983 1007 1025 1039 413 588 719 812 880 928 964 990 1011 1026 555 685 781 852 905 944 973 996 1014 524 653 752 826 881 923 956 981 1000 496 624 723 800 858 903 938 965 987 471 596 696 774 835 883 920 949 973 448 571 670 750 813 862 902 933 958 427 547 646 726 791 842 884 917 944 525 623 704 769 823 866 901 929 504 601 682 749 803 848 884 914 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 20 20 20 20 21 21 22 23 23 23 23 24 24 24 25 25 26 26 26 27 27 26 27 28 28 29 29 29 29 29 27 29 30 30 31 31 32 32 32 32 28 30 31 32 33 33 34 34 34 35 29 31 33 34 35 35 36 36 37 37 33 34 36 36 37 38 38 39 39 34 36 37 38 39 40 40 41 41 34 37 38 39 40 41 42 42 43 35 37 39 41 42 43 43 44 45 35 38 40 42 43 44 45 46 46 36 39 41 43 44 45 46 47 48 39 42 43 45 46 47 48 49 39 42 44 46 47 48 49 50 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 738 922 1018 1071 1103 1123 668 863 974 1038 1078 1103 1121 608 808 929 1004 1051 1082 1104 1119 556 756 885 968 1023 1060 1086 1104 1118 696 864 947 991 1017 1033 626 804 899 952 983 1003 1017 566 748 852 912 949 973 990 1001 515 697 807 874 916 943 962 975 985 652 802 873 909 930 942 582 740 819 861 885 901 911 522 683 768 815 842 860 871 879 471 632 720 770 801 820 833 842 848 512 708 843 933 994 1036 1066 1088 1105 1117 471 651 765 836 882 913 935 950 961 970 427 585 676 728 760 781 795 804 812 817 473 665 803 898 965 1012 1046 1071 1090 1105 432 608 725 800 850 884 907 925 937 947 389 543 634 688 721 743 758 768 776 781 439 626 764 864 936 987 1025 1054 1075 1092 399 570 687 766 819 855 881 899 913 924 356 505 595 650 684 706 722 732 740 746 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 590 729 831 907 962 1004 1035 1059 1078 558 695 800 878 938 982 1017 1043 1064 528 664 769 851 913 961 998 1027 1050 501 634 741 824 889 939 978 1010 1035 477 607 713 798 865 917 959 993 1020 454 582 687 773 841 896 940 975 1004 558 663 749 819 875 921 958 989 536 639 726 796 855 902 941 973 536 653 733 788 827 854 875 890 901 504 621 702 759 800 829 850 867 879 476 591 673 731 773 804 827 844 857 450 563 645 705 748 780 803 821 835 426 537 619 679 723 756 781 799 814 404 513 594 655 700 733 758 778 793 490 571 632 677 711 737 757 773 470 549 610 655 690 716 737 753 470 559 614 648 671 686 697 705 711 439 526 580 614 637 652 663 671 677 411 495 547 581 603 619 629 637 643 384 465 516 549 571 586 596 604 610 360 438 487 519 540 554 564 572 577 338 412 459 489 509 523 532 539 545 388 432 460 479 492 501 508 513 365 406 432 450 461 470 476 481 See page 18 for footnotes 30 VP1 VULCRAFT www.vulcraft.com 1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 606 738 795 824 840 850 535 672 734 766 784 795 802 475 612 677 711 730 742 749 755 424 558 623 658 678 690 698 703 707 40 psf 557 669 715 737 748 755 485 598 644 667 679 687 691 423 532 578 600 612 619 624 627 370 472 515 535 546 553 557 560 562 50 psf 505 597 631 647 655 660 430 517 549 563 571 576 579 365 442 470 482 489 493 495 497 306 371 393 403 408 410 412 413 414 341 464 526 559 577 589 597 602 606 609 283 363 395 410 418 423 426 428 429 430 200 230 239 243 245 246 246 247 247 247 308 423 481 512 530 540 548 553 556 559 245 312 337 349 355 358 360 362 363 363 142 156 160 161 162 162 162 163 163 163 60 psf 450 520 544 554 559 563 368 428 447 456 460 462 464 294 339 353 358 361 363 364 364 223 250 258 261 262 263 263 264 264 380 509 573 607 627 639 647 652 656 659 324 416 454 472 482 488 491 494 496 497 253 301 316 323 326 328 329 330 331 331 148 158 161 162 162 162 163 163 163 163 70 psf 388 438 453 459 462 464 297 331 340 344 346 347 348 206 223 227 229 229 230 230 230 107 111 111 112 112 112 112 112 112 80 psf Span Length (ft-in.) 3'-0" 320 350 359 362 364 364 211 225 228 229 230 230 230 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 385 439 467 483 493 499 503 507 509 350 398 423 437 445 451 455 457 459 316 358 379 391 398 403 406 409 410 283 319 336 346 352 355 358 360 361 251 279 293 300 305 307 309 311 312 218 239 249 254 257 259 261 261 262 198 204 208 209 211 211 212 212 155 158 160 161 161 162 162 162 261 279 287 291 293 295 296 296 297 209 220 224 227 228 229 229 229 230 153 158 160 161 162 162 162 162 163 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 31 1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 694 867 957 1007 1036 1055 628 812 915 976 1013 1037 1053 572 759 873 943 988 1017 1038 1052 523 711 832 910 962 996 1021 1038 1051 481 666 792 877 934 974 1002 1023 1038 1050 444 625 755 844 907 951 983 1007 1025 1039 413 588 719 812 880 928 964 990 1011 1026 555 685 781 852 905 944 973 996 1014 524 653 752 826 881 923 956 981 1000 496 624 723 800 858 903 938 965 987 471 596 696 774 835 883 920 949 973 448 571 670 750 813 862 902 933 958 427 547 646 726 791 842 884 917 944 525 623 704 769 823 866 901 929 504 601 682 749 803 848 884 914 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 20 20 20 20 21 21 22 23 23 23 23 24 24 24 25 25 26 26 26 27 27 26 27 28 28 29 29 29 29 29 27 29 30 30 31 31 32 32 32 32 28 30 31 32 33 33 34 34 34 35 29 31 33 34 35 35 36 36 37 37 33 34 36 36 37 38 38 39 39 34 36 37 38 39 40 40 41 41 34 37 38 39 40 41 42 42 43 35 37 39 41 42 43 43 44 45 35 38 40 42 43 44 45 46 46 36 39 41 43 44 45 46 47 48 39 42 43 45 46 47 48 49 39 42 44 46 47 48 49 50 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 738 922 1018 1071 1103 1123 668 863 974 1038 1078 1103 1121 608 808 929 1004 1051 1082 1104 1119 556 756 885 968 1023 1060 1086 1104 1118 708 881 968 1015 1042 1059 638 821 921 977 1011 1033 1047 579 766 875 939 979 1005 1023 1035 527 715 830 902 947 978 998 1013 1024 677 838 916 957 980 995 608 778 866 914 942 960 972 548 722 817 872 905 926 940 950 497 670 771 831 868 892 908 920 928 512 708 843 933 994 1036 1066 1088 1105 1117 483 668 788 865 916 950 974 991 1003 1013 453 624 728 792 832 858 877 889 899 906 473 665 803 898 965 1012 1046 1071 1090 1105 444 626 748 830 885 922 949 968 982 993 415 582 688 755 797 826 846 860 870 878 439 626 764 864 936 987 1025 1054 1075 1092 411 587 711 796 854 895 924 945 961 974 381 544 651 719 764 794 815 830 842 850 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 590 729 831 907 962 1004 1035 1059 1078 558 695 800 878 938 982 1017 1043 1064 528 664 769 851 913 961 998 1027 1050 501 634 741 824 889 939 978 1010 1035 477 607 713 798 865 917 959 993 1020 454 582 687 773 841 896 940 975 1004 558 663 749 819 875 921 958 989 536 639 726 796 855 902 941 973 552 676 763 825 868 899 923 940 954 521 644 732 796 842 875 901 920 934 492 613 703 769 816 852 879 899 915 466 585 675 742 792 829 857 879 896 442 559 649 717 768 806 836 859 877 420 535 624 693 745 785 815 839 858 512 601 670 723 763 795 820 840 491 579 648 701 743 775 801 821 510 616 686 732 764 786 802 814 823 479 584 654 701 734 757 774 786 796 450 554 624 672 705 729 747 759 769 425 526 596 644 678 702 720 733 743 401 500 569 617 651 676 694 707 718 380 476 544 592 626 651 669 682 693 453 520 568 601 626 644 658 668 432 498 544 578 602 620 634 644 See page 18 for footnotes 32 VP1 VULCRAFT www.vulcraft.com 1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 646 794 863 898 918 930 576 731 808 849 872 887 896 516 674 756 801 828 844 855 863 465 622 708 756 785 803 815 823 829 40 psf 613 748 808 837 854 864 543 683 748 781 800 812 819 483 624 692 727 748 760 769 774 431 570 639 676 697 710 719 725 729 50 psf 579 700 751 776 789 797 508 631 685 712 726 735 741 447 569 623 650 665 674 680 684 395 512 564 591 606 614 620 624 627 60 psf 544 650 693 713 724 730 471 577 619 640 651 657 661 409 509 550 569 580 586 590 593 355 447 483 501 510 515 519 521 523 70 psf 507 598 633 648 657 662 431 518 551 566 574 578 581 366 444 472 485 492 496 498 500 308 373 396 406 411 414 415 417 418 467 544 571 583 589 593 388 456 479 490 495 498 500 318 372 390 397 401 403 405 406 252 290 301 306 308 309 310 310 311 421 576 663 713 743 762 775 784 791 796 387 521 590 627 648 661 670 676 681 684 350 460 509 534 548 556 561 565 567 569 307 388 419 434 441 446 449 450 452 453 254 304 320 326 330 332 333 334 334 335 185 206 211 213 214 214 215 215 215 215 383 533 621 672 703 723 737 746 753 758 349 477 544 580 601 614 622 628 633 636 311 411 456 478 491 498 503 506 508 510 264 331 356 367 373 376 378 380 381 382 202 234 243 247 248 249 250 250 251 251 111 117 118 118 119 119 119 119 119 119 350 495 581 633 665 685 699 709 716 721 316 437 501 535 555 567 576 581 585 588 276 366 405 424 435 441 445 448 449 451 223 275 293 301 305 307 308 309 310 310 145 160 164 165 166 166 167 167 167 167 80 psf Span Length (ft-in.) 3'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 460 545 596 628 648 662 672 679 685 429 511 561 592 613 627 636 643 649 400 479 528 558 578 591 601 608 613 374 449 496 525 544 557 566 573 578 349 421 465 493 511 523 532 538 543 327 395 436 462 479 490 498 504 509 369 408 432 447 458 465 470 474 345 380 402 416 425 432 437 440 400 460 492 510 522 529 535 538 541 366 420 450 466 477 484 488 492 494 334 383 409 423 433 438 442 445 447 303 346 368 381 388 393 397 399 401 273 310 328 338 344 348 351 353 354 244 273 288 296 300 303 305 307 308 236 247 252 256 258 259 260 261 198 205 209 211 212 213 213 214 322 355 371 379 384 387 389 391 392 280 306 317 324 327 330 331 332 333 237 255 264 268 270 272 273 273 274 192 204 209 211 212 213 214 214 214 144 150 152 153 154 154 154 155 155 218 229 233 236 237 238 238 238 239 158 163 165 166 166 166 167 167 167 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 33 1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 801 996 1093 1146 1177 1196 727 936 1049 1114 1153 1178 1195 663 878 1004 1080 1127 1157 1178 1193 607 824 960 1045 1099 1136 1161 1179 1192 559 774 917 1009 1071 1113 1142 1164 1179 1191 517 728 875 974 1042 1089 1123 1147 1166 1180 481 687 835 940 1013 1065 1102 1130 1151 1167 648 798 906 984 1040 1081 1112 1136 1154 613 762 873 955 1015 1060 1094 1120 1141 582 729 842 927 990 1038 1075 1104 1126 553 698 812 899 966 1017 1056 1087 1112 526 669 783 872 941 995 1037 1070 1097 501 642 756 846 917 974 1018 1053 1082 616 730 821 894 952 999 1036 1067 593 705 797 871 931 980 1019 1051 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 26 27 27 28 28 28 29 30 31 31 32 32 32 31 33 34 35 35 35 36 36 34 36 37 38 38 39 39 39 40 35 38 39 40 41 42 42 43 43 43 37 40 42 43 44 45 45 46 46 46 38 41 43 45 46 47 48 48 49 49 42 45 47 48 49 50 51 52 52 44 47 49 50 52 53 53 54 55 44 48 50 52 53 55 56 56 57 45 49 51 53 55 56 58 58 59 45 50 52 55 57 58 59 60 61 46 50 53 56 58 60 61 62 63 51 54 57 59 61 62 64 65 51 55 58 60 62 64 65 66 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 852 1059 1163 1219 1252 1273 773 995 1116 1185 1226 1253 1271 705 934 1069 1149 1199 1231 1254 1269 646 877 1021 1111 1169 1208 1235 1254 1268 803 991 1080 1127 1154 1171 724 925 1028 1085 1118 1138 1152 657 864 978 1042 1081 1106 1122 1134 598 807 929 1000 1044 1073 1093 1106 1116 751 919 995 1032 1054 1067 673 851 936 980 1005 1021 1031 605 788 880 929 958 975 987 995 547 730 826 880 911 931 944 953 960 595 824 975 1074 1139 1184 1215 1238 1255 1267 548 755 882 960 1008 1041 1063 1078 1090 1099 497 678 777 833 866 888 902 912 919 924 550 775 931 1036 1108 1159 1194 1220 1240 1255 504 708 838 920 973 1009 1033 1051 1064 1073 454 630 730 788 823 845 860 871 878 884 511 730 889 1000 1077 1133 1173 1202 1225 1242 465 665 797 882 939 977 1004 1023 1038 1048 416 587 687 745 781 804 820 831 839 845 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 690 849 964 1046 1106 1150 1183 1208 1228 653 811 929 1016 1080 1128 1164 1192 1213 619 776 896 986 1053 1105 1144 1174 1198 588 743 864 956 1027 1082 1124 1157 1183 559 712 833 928 1001 1059 1103 1139 1167 534 683 804 900 976 1036 1083 1121 1151 656 776 873 951 1013 1063 1102 1135 630 750 848 927 991 1042 1084 1118 625 758 846 906 946 975 996 1012 1024 590 722 812 874 917 947 969 986 999 557 688 779 843 887 920 943 961 975 527 656 748 813 859 893 918 936 951 500 627 719 785 832 867 893 912 927 475 600 691 758 806 841 868 888 904 574 665 732 780 817 844 865 881 550 640 707 756 793 821 842 859 547 646 705 741 764 780 791 800 806 512 608 666 702 726 742 753 761 767 479 572 629 665 688 704 715 723 729 449 539 594 629 651 667 678 686 691 421 508 561 594 616 631 641 649 654 395 478 528 560 581 595 605 612 617 450 497 527 547 560 569 576 581 423 467 495 513 525 534 540 545 See page 18 for footnotes 34 VP1 VULCRAFT www.vulcraft.com 1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 698 844 905 935 951 961 619 771 837 871 889 900 907 551 704 773 809 828 840 848 853 492 642 713 749 769 782 790 795 799 40 psf 642 765 812 835 847 854 560 684 733 757 769 777 781 490 610 658 681 693 701 705 708 429 541 586 608 619 626 630 633 635 50 psf 581 680 716 732 740 745 496 590 623 638 646 651 654 421 504 534 546 553 557 559 561 354 423 446 456 461 464 465 467 468 398 536 602 637 656 668 676 681 685 688 328 417 450 465 473 478 481 483 484 485 229 262 271 274 276 277 278 278 278 279 359 489 551 584 602 613 620 625 629 631 285 357 384 395 401 405 407 408 409 410 163 177 181 182 183 183 183 183 183 183 60 psf 516 591 616 627 632 635 423 487 507 515 520 522 524 338 386 399 405 408 410 411 411 256 284 292 294 296 297 297 297 298 442 587 656 692 712 724 732 738 742 745 376 477 517 536 546 552 555 558 560 561 291 343 359 365 369 371 372 373 373 373 168 179 182 183 183 183 183 183 183 184 70 psf 445 497 512 519 522 524 339 375 385 389 391 392 392 235 252 257 258 259 259 260 260 122 125 126 126 126 126 126 126 126 80 psf Span Length (ft-in.) 3'-0" 366 397 405 409 410 411 240 254 257 259 259 260 260 105 107 107 107 107 107 107 107 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 445 503 532 549 559 565 570 573 575 404 456 482 496 505 511 515 517 519 365 410 432 444 452 456 460 462 463 327 365 383 393 398 402 405 406 408 289 319 333 341 345 348 350 351 352 251 273 283 288 291 293 294 295 296 225 232 235 237 238 239 239 240 176 179 181 182 182 182 183 183 299 317 325 329 331 333 334 334 335 238 249 254 256 257 258 259 259 259 174 179 181 182 182 183 183 183 183 105 106 107 107 107 107 107 107 107 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 35 1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 801 996 1093 1146 1177 1196 727 936 1049 1114 1153 1178 1195 663 878 1004 1080 1127 1157 1178 1193 607 824 960 1045 1099 1136 1161 1179 1192 559 774 917 1009 1071 1113 1142 1164 1179 1191 517 728 875 974 1042 1089 1123 1147 1166 1180 481 687 835 940 1013 1065 1102 1130 1151 1167 648 798 906 984 1040 1081 1112 1136 1154 613 762 873 955 1015 1060 1094 1120 1141 582 729 842 927 990 1038 1075 1104 1126 553 698 812 899 966 1017 1056 1087 1112 526 669 783 872 941 995 1037 1070 1097 501 642 756 846 917 974 1018 1053 1082 616 730 821 894 952 999 1036 1067 593 705 797 871 931 980 1019 1051 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 26 27 27 28 28 28 29 30 31 31 32 32 32 31 33 34 35 35 35 36 36 34 36 37 38 38 39 39 39 40 35 38 39 40 41 42 42 43 43 43 37 40 42 43 44 45 45 46 46 46 38 41 43 45 46 47 48 48 49 49 42 45 47 48 49 50 51 52 52 44 47 49 50 52 53 53 54 55 44 48 50 52 53 55 56 56 57 45 49 51 53 55 56 58 58 59 45 50 52 55 57 58 59 60 61 46 50 53 56 58 60 61 62 63 51 54 57 59 61 62 64 65 51 55 58 60 62 64 65 66 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 852 1059 1163 1219 1252 1273 773 995 1116 1185 1226 1253 1271 705 934 1069 1149 1199 1231 1254 1269 646 877 1021 1111 1169 1208 1235 1254 1268 818 1013 1107 1156 1185 1203 740 948 1057 1117 1152 1175 1190 672 887 1007 1076 1119 1146 1164 1177 613 830 959 1036 1085 1116 1138 1153 1165 784 965 1049 1092 1117 1132 706 898 995 1046 1076 1095 1108 638 837 942 1001 1036 1058 1073 1083 580 780 892 957 996 1021 1038 1050 1059 595 824 975 1074 1139 1184 1215 1238 1255 1267 563 778 913 997 1051 1087 1112 1129 1142 1152 529 728 845 914 957 985 1004 1018 1027 1035 550 775 931 1036 1108 1159 1194 1220 1240 1255 519 730 869 958 1017 1057 1085 1105 1120 1131 486 680 800 873 919 950 971 985 996 1004 511 730 889 1000 1077 1133 1173 1202 1225 1242 480 686 827 921 984 1028 1059 1081 1098 1110 448 638 758 834 883 915 938 954 965 974 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 690 849 964 1046 1106 1150 1183 1208 1228 653 811 929 1016 1080 1128 1164 1192 1213 619 776 896 986 1053 1105 1144 1174 1198 588 743 864 956 1027 1082 1124 1157 1183 559 712 833 928 1001 1059 1103 1139 1167 534 683 804 900 976 1036 1083 1121 1151 656 776 873 951 1013 1063 1102 1135 630 750 848 927 991 1042 1084 1118 647 788 886 952 999 1033 1057 1075 1089 611 752 851 921 971 1007 1033 1053 1068 578 718 819 891 943 981 1009 1031 1048 548 686 788 862 916 956 986 1009 1027 520 656 759 834 890 932 963 987 1006 495 629 731 807 865 908 941 966 986 603 704 782 840 884 919 945 966 579 679 757 816 862 897 925 946 598 719 797 848 882 905 922 935 944 563 683 762 814 849 874 892 905 915 531 649 728 781 818 843 862 876 886 501 618 697 750 787 814 833 847 858 474 588 667 721 758 785 804 819 830 449 561 638 692 730 757 776 791 803 535 612 665 702 729 749 764 776 511 586 639 676 703 723 738 749 See page 18 for footnotes 36 VP1 VULCRAFT www.vulcraft.com 1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 749 915 990 1027 1048 1061 670 847 930 974 999 1014 1024 603 783 874 922 951 968 980 988 545 725 821 873 904 923 936 945 951 40 psf 712 864 929 961 978 989 633 792 864 899 920 932 940 565 726 802 840 862 876 885 891 507 666 744 784 807 821 830 837 841 50 psf 674 811 866 893 907 916 594 735 794 823 838 848 854 526 665 726 755 772 781 788 792 467 601 661 690 706 716 722 727 730 60 psf 635 756 802 824 835 842 553 674 722 744 756 763 767 483 599 645 667 678 685 689 692 422 529 572 591 602 608 612 615 617 70 psf 594 698 736 753 762 768 509 610 646 663 672 677 680 436 527 560 575 582 587 589 591 371 449 476 488 494 497 500 501 502 551 638 668 682 689 693 462 541 568 580 586 589 591 383 449 470 479 484 487 488 489 310 359 373 379 382 384 385 386 386 494 673 770 825 858 879 893 902 909 914 457 612 689 730 753 768 777 784 788 792 415 543 599 627 643 652 658 662 665 667 368 464 501 518 527 532 535 538 539 540 311 373 393 401 406 408 410 411 412 412 239 268 276 279 280 281 282 282 282 282 451 625 724 780 814 836 850 861 868 873 413 562 638 678 701 716 725 731 736 739 370 489 541 566 580 589 594 598 601 602 319 401 432 445 452 456 459 461 462 463 254 297 310 315 318 319 320 321 321 321 162 173 176 177 177 178 178 178 178 178 413 582 680 737 772 794 809 820 827 833 375 517 589 628 651 664 674 680 684 688 330 438 484 507 519 526 531 534 536 538 274 340 363 373 378 381 383 384 385 385 194 219 225 227 229 229 230 230 230 230 80 psf Span Length (ft-in.) 3'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 543 639 696 731 754 769 780 787 793 507 601 657 692 714 730 740 748 754 474 565 620 654 676 691 701 709 715 444 531 584 617 639 653 663 671 676 416 499 550 582 602 616 626 633 638 390 469 517 547 567 580 589 596 600 441 486 514 532 544 552 558 563 413 455 481 497 508 516 522 526 475 544 580 601 614 623 629 633 636 436 500 534 553 565 573 578 582 585 400 458 489 506 517 524 528 532 534 365 417 444 459 468 474 478 481 483 332 377 400 413 420 425 429 431 433 300 338 356 366 372 376 379 381 382 298 312 320 324 327 329 330 331 256 267 272 275 277 279 280 280 390 429 448 458 464 468 471 473 474 343 375 390 398 403 406 408 409 410 296 321 332 337 341 343 344 345 346 248 265 272 276 278 279 280 281 281 198 208 212 214 215 216 216 216 217 144 148 150 151 151 151 152 152 152 279 294 300 303 305 306 307 307 308 215 223 226 228 229 229 230 230 230 146 149 151 151 151 152 152 152 152 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 136 137 138 138 139 139 139 139 139 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 37 1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 801 996 1093 1146 1177 1196 727 936 1049 1114 1153 1178 1195 663 878 1004 1080 1127 1157 1178 1193 607 824 960 1045 1099 1136 1161 1179 1192 559 774 917 1009 1071 1113 1142 1164 1179 1191 517 728 875 974 1042 1089 1123 1147 1166 1180 481 687 835 940 1013 1065 1102 1130 1151 1167 648 798 906 984 1040 1081 1112 1136 1154 613 762 873 955 1015 1060 1094 1120 1141 582 729 842 927 990 1038 1075 1104 1126 553 698 812 899 966 1017 1056 1087 1112 526 669 783 872 941 995 1037 1070 1097 501 642 756 846 917 974 1018 1053 1082 616 730 821 894 952 999 1036 1067 593 705 797 871 931 980 1019 1051 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 26 27 27 28 28 28 29 30 31 31 32 32 32 31 33 34 35 35 35 36 36 34 36 37 38 38 39 39 39 40 35 38 39 40 41 42 42 43 43 43 37 40 42 43 44 45 45 46 46 46 38 41 43 45 46 47 48 48 49 49 42 45 47 48 49 50 51 52 52 44 47 49 50 52 53 53 54 55 44 48 50 52 53 55 56 56 57 45 49 51 53 55 56 58 58 59 45 50 52 55 57 58 59 60 61 46 50 53 56 58 60 61 62 63 51 54 57 59 61 62 64 65 51 55 58 60 62 64 65 66 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 852 1059 1163 1219 1252 1273 773 995 1116 1185 1226 1253 1271 705 934 1069 1149 1199 1231 1254 1269 646 877 1021 1111 1169 1208 1235 1254 1268 821 1017 1112 1162 1191 1209 743 952 1062 1122 1159 1181 1197 675 891 1012 1083 1126 1153 1172 1185 616 834 964 1043 1092 1124 1146 1162 1173 790 973 1059 1103 1129 1144 711 907 1005 1058 1089 1109 1122 644 845 953 1014 1050 1073 1088 1099 586 788 904 971 1011 1038 1055 1068 1077 595 824 975 1074 1139 1184 1215 1238 1255 1267 566 782 918 1004 1059 1095 1121 1139 1152 1162 535 736 857 929 973 1003 1023 1037 1047 1055 550 775 931 1036 1108 1159 1194 1220 1240 1255 521 734 874 965 1025 1066 1095 1115 1130 1142 491 689 812 888 936 968 990 1006 1017 1026 511 730 889 1000 1077 1133 1173 1202 1225 1242 483 690 833 928 993 1037 1069 1092 1109 1122 453 646 771 850 901 935 959 976 988 998 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 690 849 964 1046 1106 1150 1183 1208 1228 653 811 929 1016 1080 1128 1164 1192 1213 619 776 896 986 1053 1105 1144 1174 1198 588 743 864 956 1027 1082 1124 1157 1183 559 712 833 928 1001 1059 1103 1139 1167 534 683 804 900 976 1036 1083 1121 1151 656 776 873 951 1013 1063 1102 1135 630 750 848 927 991 1042 1084 1118 651 794 893 961 1009 1043 1068 1087 1101 614 757 858 930 980 1017 1045 1065 1081 581 723 826 900 953 992 1021 1044 1061 551 691 795 871 926 967 998 1022 1041 524 661 765 843 900 943 976 1001 1021 498 634 738 816 875 919 953 980 1001 608 711 790 850 896 932 959 981 584 686 766 827 874 910 939 962 607 732 813 866 902 928 946 959 969 572 696 778 833 871 897 917 931 942 539 662 745 801 840 868 888 903 914 510 630 713 771 811 839 860 875 887 483 601 684 741 782 811 832 849 861 458 574 656 713 754 784 806 822 835 548 629 687 728 758 780 796 809 524 604 661 702 732 754 771 784 See page 18 for footnotes 38 VP1 VULCRAFT www.vulcraft.com 1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 758 928 1005 1044 1066 1079 679 860 947 993 1019 1035 1045 612 797 892 943 972 991 1003 1012 554 740 839 895 927 948 962 972 978 40 psf 725 882 950 983 1002 1013 646 811 886 925 946 960 968 578 746 827 869 892 907 917 923 520 687 770 815 840 856 866 873 879 50 psf 691 833 893 922 937 947 611 759 824 855 873 883 890 543 691 758 792 810 822 829 834 484 630 697 730 749 761 768 773 777 60 psf 655 784 835 859 872 880 574 705 759 784 798 806 811 505 633 686 712 726 734 739 743 445 567 618 642 655 663 668 672 674 70 psf 619 732 775 795 806 812 536 648 691 711 722 728 732 464 570 611 629 639 645 649 651 402 497 533 550 558 563 566 568 570 80 psf Span Length (ft-in.) 3'-0" 580 679 714 730 739 743 494 588 621 636 644 648 651 420 502 531 544 551 554 557 558 352 421 443 453 458 461 463 464 465 504 687 790 848 884 906 921 932 939 945 470 633 717 763 789 806 817 824 829 833 433 573 638 672 690 701 709 714 717 720 393 505 552 574 586 593 598 601 603 605 346 428 458 471 478 482 484 486 487 488 290 340 356 362 365 367 368 369 370 370 460 640 744 804 842 865 881 893 901 907 426 585 668 713 740 757 768 776 781 785 389 521 583 615 632 643 650 655 658 661 347 448 489 508 518 524 528 531 533 534 295 361 383 393 398 401 403 404 405 405 227 259 267 271 273 273 274 274 275 275 422 597 701 763 801 826 842 854 863 869 388 540 621 666 693 709 720 728 733 737 350 473 531 560 576 586 592 596 599 602 305 392 427 442 451 456 459 461 462 463 245 294 308 315 318 319 321 321 322 322 160 174 177 178 179 179 179 179 179 179 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 558 661 723 762 787 804 817 825 832 522 623 685 724 750 767 780 789 795 489 588 649 688 714 731 743 752 759 460 555 615 653 678 696 708 717 723 432 525 583 620 644 661 673 682 688 407 496 551 587 611 627 639 647 653 468 522 556 578 594 605 613 619 442 493 525 546 561 571 579 585 499 578 621 647 663 673 681 686 690 462 536 578 602 617 627 634 639 643 427 497 536 558 572 582 588 593 596 395 460 495 516 528 537 543 547 550 364 423 455 473 485 492 497 501 504 335 388 416 432 441 448 452 455 457 353 377 390 398 403 407 410 411 318 338 348 355 359 362 364 365 428 480 506 520 529 535 538 541 543 386 431 453 466 473 477 481 483 484 345 383 401 411 417 420 423 425 426 304 335 349 356 361 363 365 367 368 263 286 296 301 304 306 307 308 309 220 236 242 245 247 248 249 250 250 183 187 188 189 190 190 191 191 129 130 130 131 131 131 131 131 339 365 377 383 387 389 391 392 392 285 303 312 316 318 319 320 321 322 229 240 245 247 249 249 250 250 251 169 175 177 178 178 179 179 179 179 105 106 107 107 107 107 107 108 108 224 232 235 237 238 238 239 239 239 150 153 154 155 155 155 155 155 155 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 39 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1.5PLB22 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 603 780 915 1015 1091 1147 531 698 833 939 1022 1086 1137 472 630 762 870 957 1027 1083 1128 425 572 700 807 896 970 1031 1080 1122 386 524 645 751 841 917 980 1034 1078 1116 351 482 598 701 790 867 932 988 1036 1077 320 446 557 656 743 820 887 945 995 1038 415 520 615 701 777 845 904 955 1000 388 488 579 663 738 805 865 917 964 362 459 547 628 702 768 828 881 929 339 433 518 596 668 734 793 847 895 319 410 491 567 637 702 761 815 863 301 389 467 540 609 672 731 784 833 370 445 516 583 645 702 755 785 353 425 494 558 619 676 709 709 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 49 50 52 53 54 54 51 53 55 56 57 58 59 52 55 57 58 60 61 62 63 53 56 58 60 62 63 65 66 67 53 56 59 61 63 65 66 68 69 70 52 56 59 61 64 66 67 69 70 71 52 56 59 62 64 66 68 70 71 73 55 58 61 64 66 68 70 72 73 54 58 61 64 66 68 70 72 74 53 57 60 63 66 68 70 72 74 52 56 59 62 65 68 70 72 74 51 55 58 62 64 67 69 71 73 50 54 57 61 64 66 69 71 73 53 56 60 63 65 68 70 72 52 55 59 62 65 67 69 72 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 642 830 973 1080 1160 1220 564 743 886 999 1087 1156 1209 503 670 811 925 1018 1092 1152 1200 452 609 744 859 954 1032 1096 1149 1193 623 808 946 1049 1124 1180 546 721 860 968 1051 1115 1164 484 649 785 895 982 1051 1106 1150 434 588 720 829 919 991 1050 1098 1137 604 785 919 1017 1087 1139 527 699 834 936 1014 1072 1117 465 627 759 863 945 1008 1058 1097 415 567 694 798 882 948 1002 1044 1079 411 557 687 799 894 975 1043 1100 1147 1187 392 537 663 770 860 935 997 1048 1091 1126 373 516 638 740 824 893 948 994 1031 1062 373 513 636 745 840 922 992 1051 1102 1145 356 493 613 718 807 883 947 1001 1046 1084 339 472 589 688 772 841 899 946 985 1018 341 475 592 697 791 873 944 1005 1058 1104 324 455 569 671 759 835 900 955 1003 1043 307 434 545 642 724 794 852 901 942 976 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 442 553 655 746 827 899 961 1016 1064 413 519 616 705 785 856 920 976 1025 386 488 582 668 746 817 881 938 988 361 460 551 634 711 781 844 901 953 339 436 522 603 678 747 810 867 919 320 414 497 575 648 715 777 834 875 393 473 549 620 686 747 785 785 375 452 525 594 659 709 709 709 422 531 629 715 791 856 913 961 1003 393 497 591 675 750 815 872 922 965 367 466 557 639 712 777 835 885 929 344 439 526 606 678 742 799 850 895 322 415 499 576 646 709 766 817 862 304 393 473 548 616 679 735 785 831 373 450 523 589 650 706 756 785 355 429 499 564 624 679 709 709 401 507 600 681 750 809 858 901 936 373 474 563 642 710 769 819 862 898 347 444 530 606 673 731 782 825 862 325 417 500 574 640 697 747 790 828 305 393 472 544 609 665 714 758 795 287 371 448 517 580 635 684 727 765 351 425 492 553 608 656 698 736 333 404 470 529 582 629 671 708 See page 18 for footnotes 40 VP1 VULCRAFT www.vulcraft.com 1.5PLB22 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 585 763 891 983 1049 1097 508 677 806 903 975 1028 1069 446 605 732 830 905 963 1008 1043 396 545 667 765 842 903 950 988 1018 40 psf 566 739 863 949 1010 1054 489 654 777 868 934 983 1019 427 582 703 795 864 916 955 986 377 522 639 730 800 854 895 928 953 50 psf 547 716 833 914 970 1010 470 630 747 831 892 935 967 408 559 673 758 820 866 900 926 358 499 609 693 755 802 837 864 885 60 psf 528 691 803 878 929 965 450 606 716 793 847 886 914 388 534 642 718 773 813 842 864 338 474 577 652 706 746 775 797 814 70 psf 508 666 771 840 886 918 430 580 683 753 801 835 859 368 508 608 676 724 757 782 800 318 448 542 607 653 686 709 727 740 80 psf Span Length (ft-in.) 3'-0" 488 640 738 801 842 870 410 553 649 711 753 781 802 348 481 571 631 671 699 718 733 298 420 503 558 595 621 639 652 662 355 494 612 708 785 847 896 936 968 994 336 472 584 673 742 797 840 873 900 921 316 448 553 634 696 743 779 806 828 845 297 424 521 592 645 684 712 734 751 764 277 397 484 545 588 619 641 657 669 679 256 367 442 492 525 547 563 575 583 589 320 451 563 656 733 795 846 887 920 947 301 428 535 621 690 745 788 822 849 872 282 405 505 583 643 689 724 751 773 790 262 380 471 539 589 626 653 674 690 703 242 352 432 489 528 555 575 590 601 610 220 321 387 429 457 476 489 498 505 511 290 413 520 611 686 748 799 841 875 904 271 391 492 576 643 697 740 774 802 824 252 368 462 536 594 639 673 700 721 738 232 342 427 491 537 572 598 617 632 644 212 313 386 436 471 495 512 525 535 542 190 279 335 369 391 406 416 423 428 432 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 380 482 570 643 705 756 798 833 862 352 449 533 605 665 715 758 793 822 327 419 500 569 628 678 720 755 785 304 392 470 537 595 644 685 720 749 284 368 443 508 564 612 652 687 716 267 347 418 481 535 582 621 655 684 327 396 456 509 554 593 626 654 309 375 433 484 528 565 598 625 359 455 535 600 653 695 729 757 779 330 422 498 561 612 654 687 714 737 305 392 465 525 575 615 647 674 696 283 365 435 493 540 579 610 636 657 263 341 407 463 508 545 575 600 620 245 319 382 435 478 513 541 565 584 335 424 495 550 592 625 651 671 688 307 390 457 509 549 580 605 624 640 281 360 422 471 509 538 561 579 593 258 332 390 436 470 497 518 535 548 309 388 447 489 521 544 562 576 586 280 352 406 444 472 493 509 521 530 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 279 343 387 416 436 451 461 469 475 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 41 1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 770 1004 1173 1292 1377 1439 679 905 1078 1207 1303 1375 1429 606 821 993 1127 1231 1311 1373 1422 546 748 917 1053 1162 1248 1317 1372 1416 497 687 850 985 1097 1188 1261 1321 1370 1411 455 634 790 924 1036 1130 1208 1272 1325 1369 418 588 738 868 981 1076 1156 1224 1280 1328 547 691 818 929 1025 1107 1177 1236 1287 512 649 772 881 977 1060 1132 1194 1247 481 612 731 838 933 1016 1089 1153 1208 453 578 693 798 891 974 1048 1113 1170 427 548 659 761 853 935 1009 1075 1133 402 520 628 726 817 899 972 1039 1098 496 599 695 783 864 938 1004 1050 473 573 666 752 832 905 947 947 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 68 71 74 76 78 79 70 74 77 80 82 84 85 70 75 79 82 85 87 89 90 70 75 80 83 86 89 91 93 95 69 75 80 84 87 90 93 95 97 99 68 74 79 84 87 91 93 96 98 100 66 73 78 83 87 91 94 96 99 101 71 77 82 86 90 93 96 99 101 70 76 81 85 89 93 96 99 101 68 74 80 84 88 92 95 98 101 66 73 78 83 87 91 95 98 101 65 71 77 81 86 90 93 97 100 63 69 75 80 84 89 92 96 99 68 73 78 83 87 91 95 98 66 72 77 82 86 90 93 97 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 819 1068 1248 1375 1465 1530 723 963 1147 1284 1386 1463 1520 645 873 1056 1199 1309 1394 1461 1512 581 796 975 1120 1236 1328 1401 1459 1506 796 1040 1213 1333 1418 1478 700 935 1112 1243 1338 1408 1461 622 846 1022 1158 1261 1339 1399 1445 559 770 943 1080 1188 1272 1338 1390 1432 773 1012 1177 1291 1369 1425 677 907 1077 1199 1288 1352 1399 599 818 988 1115 1210 1281 1335 1376 536 743 909 1038 1137 1213 1272 1318 1354 528 731 904 1048 1167 1263 1342 1406 1458 1501 506 705 872 1009 1120 1208 1279 1336 1382 1419 483 678 839 968 1070 1150 1212 1262 1301 1333 484 674 841 983 1103 1202 1285 1353 1410 1457 462 649 810 945 1057 1148 1222 1283 1332 1373 439 623 778 905 1008 1090 1155 1208 1250 1285 444 625 785 924 1043 1144 1230 1302 1362 1413 424 600 755 887 999 1092 1168 1232 1285 1328 401 574 723 848 950 1034 1101 1156 1201 1238 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 582 735 870 988 1090 1177 1252 1315 1369 545 690 822 938 1039 1128 1204 1270 1327 511 651 778 891 992 1081 1158 1226 1285 482 615 738 849 948 1037 1115 1184 1245 454 583 701 809 907 995 1074 1143 1205 428 554 668 773 869 956 1034 1105 1168 527 637 739 833 919 997 1050 1050 503 609 708 800 885 947 947 947 558 706 835 945 1039 1117 1183 1238 1285 520 662 787 896 989 1069 1136 1194 1242 487 623 744 851 944 1024 1092 1151 1201 458 588 705 809 901 981 1050 1110 1162 432 556 669 771 861 941 1010 1071 1124 408 527 637 736 825 903 973 1034 1087 501 607 703 790 868 937 998 1050 477 579 673 758 835 904 947 947 532 675 796 898 982 1050 1107 1154 1192 495 632 750 850 933 1003 1060 1108 1148 462 593 707 805 888 958 1017 1065 1107 433 559 669 765 847 916 975 1025 1067 407 527 634 727 808 877 936 986 1028 384 499 602 693 772 840 899 949 992 473 573 661 739 806 864 914 957 449 546 632 707 774 831 881 924 See page 18 for footnotes 42 VP1 VULCRAFT www.vulcraft.com 1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 750 982 1140 1247 1319 1370 654 878 1040 1155 1236 1294 1336 576 790 951 1070 1157 1220 1268 1304 513 715 873 993 1083 1151 1203 1242 1273 40 psf 726 952 1103 1202 1268 1314 630 848 1002 1108 1182 1234 1271 553 760 913 1022 1101 1157 1199 1230 489 686 835 945 1026 1085 1130 1163 1189 50 psf 702 921 1063 1155 1216 1257 606 817 962 1059 1125 1172 1205 529 730 873 972 1042 1091 1127 1153 466 655 794 894 964 1015 1053 1080 1102 60 psf 678 890 1023 1107 1162 1199 582 785 920 1008 1067 1107 1136 505 697 830 919 979 1021 1051 1073 442 623 750 838 898 941 971 994 1011 70 psf 654 857 981 1058 1107 1139 558 752 876 955 1006 1041 1065 480 663 784 862 914 949 973 991 417 588 702 777 827 862 886 903 916 80 psf Span Length (ft-in.) 3'-0" 629 823 937 1006 1050 1078 532 717 830 899 943 973 993 455 627 734 801 844 873 892 906 391 550 649 711 751 777 796 809 818 460 651 804 924 1016 1086 1141 1183 1217 1243 437 622 766 875 957 1018 1064 1100 1127 1149 413 591 725 823 893 945 983 1011 1033 1050 389 559 680 765 824 865 895 918 934 947 364 523 630 700 747 779 802 818 830 840 338 482 572 628 663 686 702 713 722 728 416 595 743 861 954 1026 1082 1127 1162 1190 393 567 706 813 894 956 1003 1040 1068 1091 369 536 664 759 828 879 917 946 968 985 345 503 618 698 754 794 823 844 861 873 320 466 564 629 672 701 721 736 747 755 293 422 501 549 578 598 611 620 626 631 379 547 689 805 897 970 1027 1073 1110 1140 356 519 652 756 836 898 946 982 1011 1034 332 489 610 701 768 818 855 883 905 922 308 455 562 637 690 727 754 774 789 801 282 416 504 562 600 625 643 655 665 672 254 368 434 472 495 510 520 527 532 536 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 506 641 754 844 917 976 1023 1060 1091 469 599 707 797 869 927 975 1013 1045 436 561 666 753 824 882 929 968 1000 407 526 628 712 782 840 887 926 957 381 495 593 675 744 800 847 885 917 358 467 561 641 707 763 809 846 878 441 532 609 674 728 773 810 841 418 505 579 642 695 738 775 805 478 604 705 783 844 891 928 957 981 441 562 659 735 794 841 877 906 929 408 523 616 690 748 793 828 857 879 379 489 578 648 704 748 782 810 832 353 458 542 610 663 705 738 764 786 330 429 509 574 624 664 696 721 741 403 479 540 588 625 655 679 698 378 451 508 553 588 616 638 655 447 562 648 713 760 796 823 844 860 410 518 600 661 706 740 766 786 801 377 479 556 613 655 687 711 729 744 347 443 514 567 606 635 657 674 687 320 409 475 524 559 585 605 620 632 296 378 438 482 513 536 554 567 577 412 511 581 629 663 688 706 720 730 374 465 528 571 602 624 639 651 660 339 422 478 516 542 560 574 584 592 307 380 429 461 483 498 509 517 523 276 340 380 406 423 435 443 449 454 370 448 498 530 551 566 576 584 589 328 395 436 461 478 489 497 503 507 287 341 373 392 404 412 417 421 424 246 286 308 320 328 333 336 338 340 315 367 395 412 422 429 433 437 439 262 298 316 326 332 336 339 341 342 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 43 1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 770 1004 1173 1292 1377 1439 679 905 1078 1207 1303 1375 1429 606 821 993 1127 1231 1311 1373 1422 546 748 917 1053 1162 1248 1317 1372 1416 497 687 850 985 1097 1188 1261 1321 1370 1411 455 634 790 924 1036 1130 1208 1272 1325 1369 418 588 738 868 981 1076 1156 1224 1280 1328 547 691 818 929 1025 1107 1177 1236 1287 512 649 772 881 977 1060 1132 1194 1247 481 612 731 838 933 1016 1089 1153 1208 453 578 693 798 891 974 1048 1113 1170 427 548 659 761 853 935 1009 1075 1133 402 520 628 726 817 899 972 1039 1098 496 599 695 783 864 938 1004 1050 473 573 666 752 832 905 947 947 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 68 71 74 76 78 79 70 74 77 80 82 84 85 70 75 79 82 85 87 89 90 70 75 80 83 86 89 91 93 95 69 75 80 84 87 90 93 95 97 99 68 74 79 84 87 91 93 96 98 100 66 73 78 83 87 91 94 96 99 101 71 77 82 86 90 93 96 99 101 70 76 81 85 89 93 96 99 101 68 74 80 84 88 92 95 98 101 66 73 78 83 87 91 95 98 101 65 71 77 81 86 90 93 97 100 63 69 75 80 84 89 92 96 99 68 73 78 83 87 91 95 98 66 72 77 82 86 90 93 97 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 819 1068 1248 1375 1465 1530 723 963 1147 1284 1386 1463 1520 645 873 1056 1199 1309 1394 1461 1512 581 796 975 1120 1236 1328 1401 1459 1506 800 1045 1219 1340 1426 1487 704 940 1118 1250 1346 1417 1471 626 851 1028 1165 1269 1349 1410 1457 562 774 948 1087 1196 1282 1349 1402 1444 781 1021 1189 1305 1386 1443 685 917 1089 1214 1305 1371 1420 607 828 1000 1130 1227 1301 1357 1400 544 752 920 1053 1155 1234 1295 1343 1381 528 731 904 1048 1167 1263 1342 1406 1458 1501 510 709 878 1016 1128 1218 1290 1348 1395 1433 491 687 851 982 1087 1170 1235 1287 1329 1363 484 674 841 983 1103 1202 1285 1353 1410 1457 465 653 815 952 1065 1158 1233 1295 1346 1388 447 632 789 919 1025 1110 1179 1234 1279 1315 444 625 785 924 1043 1144 1230 1302 1362 1413 427 604 760 894 1007 1101 1179 1244 1298 1343 409 583 734 862 967 1054 1125 1183 1230 1269 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 582 735 870 988 1090 1177 1252 1315 1369 545 690 822 938 1039 1128 1204 1270 1327 511 651 778 891 992 1081 1158 1226 1285 482 615 738 849 948 1037 1115 1184 1245 454 583 701 809 907 995 1074 1143 1205 428 554 668 773 869 956 1034 1105 1168 527 637 739 833 919 997 1050 1050 503 609 708 800 885 947 947 947 562 711 841 953 1048 1128 1195 1252 1300 525 667 793 903 998 1079 1148 1207 1257 491 628 750 858 952 1034 1104 1164 1216 462 593 711 816 909 991 1062 1123 1176 436 561 675 778 870 951 1022 1084 1138 412 532 642 742 833 913 984 1047 1102 506 612 710 798 877 948 1011 1050 482 585 679 766 844 914 947 947 541 686 810 914 1002 1074 1134 1183 1224 504 642 763 866 953 1026 1087 1138 1181 471 604 720 822 908 981 1043 1096 1140 442 569 682 781 866 939 1002 1055 1100 416 537 646 743 827 900 963 1016 1062 392 509 614 708 791 863 926 980 1026 483 585 676 757 828 891 945 992 459 558 647 726 796 858 912 947 See page 18 for footnotes 44 VP1 VULCRAFT www.vulcraft.com 1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 762 997 1159 1269 1345 1398 665 893 1059 1178 1262 1323 1369 588 804 970 1093 1184 1252 1302 1341 524 729 891 1016 1111 1183 1239 1281 1315 40 psf 742 973 1128 1232 1303 1352 646 869 1028 1140 1218 1275 1316 569 781 939 1055 1139 1200 1246 1281 505 706 861 978 1065 1130 1180 1217 1247 50 psf 723 948 1097 1195 1260 1306 626 844 996 1101 1173 1224 1261 549 756 907 1015 1092 1147 1188 1218 486 681 829 938 1017 1075 1118 1151 1176 60 psf 703 922 1064 1156 1217 1258 607 818 963 1060 1126 1173 1206 529 730 873 973 1043 1092 1128 1154 466 656 795 894 965 1017 1054 1082 1103 70 psf 683 896 1031 1116 1172 1210 587 791 928 1018 1078 1120 1149 509 704 838 929 991 1035 1066 1088 446 629 759 849 911 955 987 1010 1028 80 psf Span Length (ft-in.) 3'-0" 663 869 996 1075 1127 1161 566 764 892 974 1028 1065 1091 489 676 800 883 937 975 1002 1021 426 600 720 800 853 890 917 936 950 472 665 822 947 1044 1119 1178 1224 1260 1289 453 642 792 909 997 1065 1117 1157 1188 1213 433 617 760 868 948 1007 1052 1087 1113 1134 414 592 726 824 895 946 984 1013 1035 1052 394 565 689 776 837 881 912 935 953 967 373 536 648 724 775 811 836 854 868 878 428 609 761 884 982 1059 1120 1169 1208 1239 409 586 731 846 935 1004 1058 1099 1132 1159 389 562 700 805 885 945 990 1026 1053 1075 370 537 665 760 829 881 919 947 969 987 350 510 627 710 769 811 841 864 881 894 329 480 584 655 702 735 759 775 788 798 390 561 707 827 925 1003 1066 1116 1157 1190 371 539 678 790 878 947 1002 1045 1079 1107 352 515 646 748 827 886 932 968 996 1018 332 489 611 702 769 819 857 885 907 924 312 461 572 650 705 745 774 795 811 824 291 430 526 590 633 663 684 699 710 719 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 519 659 776 872 951 1015 1067 1109 1144 482 616 730 825 903 967 1020 1063 1099 450 578 688 781 858 922 975 1019 1056 421 543 649 740 817 880 934 978 1015 395 512 615 703 778 841 894 939 976 371 484 583 669 742 804 857 901 939 458 554 637 709 770 822 866 903 434 527 608 678 738 789 832 869 497 630 739 826 895 950 993 1028 1057 460 587 693 778 846 901 945 980 1009 428 549 651 734 801 855 899 934 963 399 515 613 693 759 812 855 890 919 373 484 578 656 720 772 814 849 877 349 456 546 621 683 734 775 809 837 430 517 589 649 698 738 771 798 406 489 559 617 664 703 735 761 473 598 697 773 832 878 913 941 963 436 556 650 724 782 826 861 889 910 404 517 608 679 735 778 812 838 860 375 483 569 637 690 732 765 790 811 349 451 533 598 649 688 719 744 764 325 422 500 562 610 647 676 699 718 447 563 650 714 762 798 825 846 863 410 519 601 662 708 742 768 788 804 378 480 557 614 657 689 713 732 746 348 444 516 569 608 637 660 677 690 321 410 477 525 561 588 608 623 635 419 522 594 646 683 709 729 744 755 381 476 543 590 623 647 664 678 688 347 434 494 536 565 586 601 613 621 315 394 447 483 508 526 538 548 555 386 473 530 567 593 611 624 633 641 346 422 471 503 524 539 550 557 563 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 45 1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 926 1213 1410 1545 1639 1704 819 1098 1303 1452 1559 1637 1695 732 998 1206 1363 1480 1569 1636 1688 661 913 1118 1279 1404 1501 1576 1635 1682 601 840 1039 1201 1331 1435 1517 1582 1635 1678 551 776 969 1130 1263 1371 1458 1529 1587 1634 508 720 906 1065 1199 1309 1401 1476 1539 1591 672 851 1006 1139 1251 1346 1425 1491 1547 629 800 952 1084 1197 1293 1375 1444 1503 591 755 902 1032 1145 1243 1327 1399 1461 557 715 857 985 1097 1195 1281 1355 1419 527 678 816 941 1052 1150 1236 1312 1378 500 644 778 900 1009 1107 1194 1271 1338 614 743 862 970 1067 1154 1231 1300 586 711 827 933 1029 1115 1193 1195 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 88 94 98 102 104 107 89 96 102 106 109 112 114 89 97 103 108 112 115 118 120 87 96 103 109 113 117 121 123 126 86 95 103 109 114 118 122 125 128 130 83 93 101 108 114 118 122 126 129 132 81 91 100 107 113 118 122 126 130 133 89 98 105 111 117 122 126 130 133 87 96 103 110 116 121 125 129 133 84 93 101 108 114 119 124 128 132 82 91 99 106 112 118 123 127 131 80 89 97 104 110 116 121 126 130 77 87 95 102 108 114 119 124 128 84 93 100 106 112 118 122 127 82 91 98 104 110 116 121 125 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 985 1290 1500 1644 1743 1813 871 1168 1386 1545 1659 1742 1803 779 1062 1283 1450 1575 1669 1741 1796 703 971 1189 1361 1494 1597 1677 1740 1790 958 1256 1457 1593 1685 1749 844 1134 1344 1493 1598 1675 1730 752 1029 1241 1398 1514 1600 1664 1714 676 940 1149 1310 1433 1527 1599 1654 1698 931 1221 1413 1540 1626 1685 817 1100 1300 1439 1536 1605 1656 725 996 1198 1344 1451 1528 1585 1629 649 907 1106 1257 1369 1453 1517 1565 1603 640 893 1105 1278 1416 1526 1613 1683 1739 1785 613 862 1066 1229 1357 1456 1534 1596 1645 1684 586 830 1025 1177 1293 1382 1450 1504 1545 1578 586 825 1031 1203 1343 1458 1551 1626 1688 1739 560 795 993 1155 1285 1389 1472 1538 1591 1635 533 763 953 1104 1222 1315 1387 1444 1489 1525 541 766 964 1133 1275 1393 1490 1571 1637 1692 515 737 928 1087 1219 1325 1412 1482 1539 1586 488 705 888 1037 1156 1251 1326 1386 1434 1473 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 715 905 1070 1212 1331 1432 1516 1586 1646 669 851 1013 1153 1273 1376 1463 1537 1599 629 804 960 1098 1218 1322 1412 1488 1554 593 760 912 1047 1167 1271 1362 1441 1509 561 721 868 1001 1119 1223 1315 1396 1466 532 686 828 957 1074 1178 1270 1352 1424 653 791 917 1032 1135 1227 1310 1324 624 757 880 992 1094 1186 1195 1195 685 869 1026 1157 1265 1354 1428 1488 1538 640 817 969 1099 1209 1300 1376 1439 1492 600 769 918 1046 1156 1248 1326 1391 1446 565 727 871 997 1106 1199 1278 1345 1402 533 688 828 952 1060 1153 1233 1301 1360 504 653 789 910 1016 1109 1189 1259 1319 622 753 871 976 1068 1148 1218 1279 592 720 835 938 1029 1109 1180 1195 655 831 977 1096 1192 1269 1331 1381 1422 610 779 922 1039 1136 1214 1278 1331 1374 570 733 871 988 1084 1163 1228 1282 1326 535 691 825 940 1035 1115 1181 1236 1281 503 653 783 895 990 1069 1136 1191 1238 475 618 745 854 948 1027 1093 1149 1196 587 710 816 908 986 1052 1109 1156 558 677 781 871 948 1014 1070 1118 See page 18 for footnotes 46 VP1 VULCRAFT www.vulcraft.com 1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 903 1185 1368 1486 1565 1618 790 1064 1254 1383 1472 1534 1579 698 961 1152 1288 1384 1453 1504 1541 622 872 1062 1200 1302 1376 1431 1473 1505 40 psf 875 1148 1321 1431 1502 1551 762 1028 1207 1325 1406 1461 1500 670 925 1105 1228 1314 1375 1419 1451 595 837 1014 1140 1229 1294 1341 1376 1402 50 psf 847 1110 1273 1374 1439 1482 734 990 1157 1265 1337 1385 1419 642 887 1054 1166 1241 1294 1331 1358 567 799 963 1075 1153 1207 1246 1275 1297 60 psf 818 1071 1223 1315 1373 1412 705 950 1105 1202 1265 1307 1337 613 847 1000 1099 1164 1209 1240 1262 538 758 907 1005 1071 1115 1147 1170 1187 70 psf 789 1031 1171 1254 1306 1340 676 909 1050 1136 1191 1227 1252 584 804 942 1028 1083 1120 1145 1163 508 715 847 929 983 1019 1043 1061 1074 80 psf Span Length (ft-in.) 3'-0" 759 989 1117 1192 1237 1267 645 865 992 1068 1114 1144 1165 553 759 881 953 998 1028 1048 1062 477 667 780 847 889 916 935 948 957 559 796 981 1120 1225 1303 1361 1406 1441 1469 532 761 933 1059 1151 1217 1267 1304 1332 1354 504 723 882 993 1071 1126 1166 1195 1218 1235 475 682 824 919 983 1027 1059 1081 1098 1111 445 637 760 838 888 922 945 962 974 983 414 586 688 748 785 809 825 836 844 850 507 730 909 1048 1153 1234 1295 1343 1380 1409 479 695 862 986 1078 1146 1196 1235 1264 1287 451 657 809 918 995 1049 1089 1119 1142 1159 422 616 750 841 902 944 974 996 1012 1025 392 569 682 753 799 829 850 865 876 884 359 514 602 653 684 704 717 726 733 737 462 673 846 982 1088 1169 1233 1282 1321 1352 434 638 798 920 1011 1079 1130 1169 1199 1223 406 600 745 849 924 978 1017 1046 1068 1086 377 558 683 768 825 865 893 913 928 940 346 508 610 673 713 739 757 770 779 786 312 446 520 561 585 600 609 616 621 625 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 623 789 922 1027 1109 1174 1224 1265 1297 578 738 867 971 1053 1118 1169 1210 1244 539 692 818 919 1001 1065 1117 1159 1193 504 650 772 872 952 1016 1068 1109 1143 472 613 731 827 906 969 1021 1062 1096 444 578 692 786 863 925 976 1017 1051 547 657 748 823 884 934 974 1007 518 624 713 785 845 893 933 966 588 742 860 949 1016 1067 1106 1137 1161 544 690 804 891 957 1008 1047 1077 1101 504 644 754 838 902 952 990 1019 1043 469 603 708 788 850 898 935 964 987 438 565 665 742 802 847 883 911 933 409 530 625 699 755 799 832 859 880 497 588 658 711 752 784 808 828 468 553 618 669 707 736 759 778 550 687 787 858 910 948 976 998 1014 505 635 729 797 846 882 909 929 945 465 587 675 739 785 818 843 862 877 429 543 625 684 726 757 779 797 810 396 502 578 631 669 697 717 732 744 366 463 532 580 614 638 656 669 679 427 488 530 559 579 594 605 614 391 444 479 504 521 533 542 549 506 622 700 753 789 814 833 847 857 459 566 636 683 715 738 754 766 775 417 513 575 616 643 662 676 686 694 377 462 515 549 572 587 599 607 613 339 412 455 483 500 512 521 527 531 302 361 394 415 427 436 442 446 449 452 542 595 629 651 666 676 684 689 400 476 520 546 563 574 582 588 592 350 410 443 463 475 483 488 492 495 298 342 364 376 384 389 392 395 396 241 268 280 287 290 293 294 296 296 382 438 468 485 495 502 506 510 512 315 354 372 382 388 392 395 397 398 242 262 271 276 279 280 281 282 283 154 161 163 164 165 165 166 166 166 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 47 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 926 1213 1410 1545 1639 1704 819 1098 1303 1452 1559 1637 1695 732 998 1206 1363 1480 1569 1636 1688 661 913 1118 1279 1404 1501 1576 1635 1682 601 840 1039 1201 1331 1435 1517 1582 1635 1678 551 776 969 1130 1263 1371 1458 1529 1587 1634 508 720 906 1065 1199 1309 1401 1476 1539 1591 672 851 1006 1139 1251 1346 1425 1491 1547 629 800 952 1084 1197 1293 1375 1444 1503 591 755 902 1032 1145 1243 1327 1399 1461 557 715 857 985 1097 1195 1281 1355 1419 527 678 816 941 1052 1150 1236 1312 1378 500 644 778 900 1009 1107 1194 1271 1338 614 743 862 970 1067 1154 1231 1300 586 711 827 933 1029 1115 1193 1195 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 88 94 98 102 104 107 89 96 102 106 109 112 114 89 97 103 108 112 115 118 120 87 96 103 109 113 117 121 123 126 86 95 103 109 114 118 122 125 128 130 83 93 101 108 114 118 122 126 129 132 81 91 100 107 113 118 122 126 130 133 89 98 105 111 117 122 126 130 133 87 96 103 110 116 121 125 129 133 84 93 101 108 114 119 124 128 132 82 91 99 106 112 118 123 127 131 80 89 97 104 110 116 121 126 130 77 87 95 102 108 114 119 124 128 84 93 100 106 112 118 122 127 82 91 98 104 110 116 121 125 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 985 1290 1500 1644 1743 1813 871 1168 1386 1545 1659 1742 1803 779 1062 1283 1450 1575 1669 1741 1796 703 971 1189 1361 1494 1597 1677 1740 1790 966 1266 1470 1608 1702 1768 852 1144 1356 1508 1616 1694 1752 760 1039 1253 1413 1532 1620 1687 1738 684 949 1161 1325 1451 1547 1622 1679 1725 947 1241 1439 1571 1660 1722 833 1120 1326 1470 1572 1646 1699 741 1015 1223 1376 1488 1570 1631 1678 665 926 1131 1288 1407 1496 1565 1617 1658 640 893 1105 1278 1416 1526 1613 1683 1739 1785 621 871 1078 1244 1374 1477 1558 1621 1672 1713 602 849 1049 1208 1330 1426 1500 1557 1603 1640 586 825 1031 1203 1343 1458 1551 1626 1688 1739 568 804 1004 1169 1302 1410 1495 1564 1620 1665 549 782 976 1134 1259 1358 1437 1499 1549 1589 541 766 964 1133 1275 1393 1490 1571 1637 1692 522 745 938 1101 1235 1345 1435 1508 1568 1618 504 724 911 1067 1193 1295 1377 1442 1496 1539 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 715 905 1070 1212 1331 1432 1516 1586 1646 669 851 1013 1153 1273 1376 1463 1537 1599 629 804 960 1098 1218 1322 1412 1488 1554 593 760 912 1047 1167 1271 1362 1441 1509 561 721 868 1001 1119 1223 1315 1396 1466 532 686 828 957 1074 1178 1270 1352 1424 653 791 917 1032 1135 1227 1310 1324 624 757 880 992 1094 1186 1195 1195 694 880 1039 1173 1285 1377 1454 1518 1570 649 827 982 1115 1228 1323 1402 1468 1524 609 780 931 1062 1174 1270 1352 1420 1479 573 737 883 1012 1124 1221 1304 1374 1435 541 698 840 967 1078 1174 1258 1330 1392 512 663 801 924 1034 1130 1214 1287 1351 631 764 885 993 1088 1173 1246 1311 602 731 848 954 1049 1133 1195 1195 673 853 1006 1132 1235 1319 1388 1444 1491 628 801 950 1075 1179 1265 1336 1395 1443 588 754 899 1022 1126 1213 1286 1347 1397 552 712 853 974 1077 1165 1239 1301 1353 520 674 810 929 1032 1119 1194 1257 1310 492 639 771 888 989 1076 1151 1215 1269 607 735 849 949 1035 1110 1175 1230 578 702 813 911 997 1072 1136 1192 See page 18 for footnotes 48 VP1 VULCRAFT www.vulcraft.com 1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 927 1216 1407 1533 1618 1676 814 1095 1294 1432 1528 1596 1646 721 991 1192 1337 1442 1518 1575 1617 646 902 1101 1250 1360 1443 1506 1553 1590 40 psf 908 1191 1375 1495 1574 1629 794 1070 1262 1392 1482 1545 1591 702 967 1160 1297 1395 1465 1516 1555 627 878 1069 1209 1312 1388 1444 1487 1520 50 psf 888 1165 1342 1456 1530 1581 774 1044 1228 1351 1435 1494 1535 682 941 1126 1255 1346 1410 1457 1491 607 853 1035 1167 1262 1331 1381 1419 1448 60 psf 868 1138 1308 1416 1486 1533 754 1018 1194 1310 1387 1441 1479 663 915 1091 1212 1295 1354 1395 1426 587 827 1000 1123 1209 1271 1316 1349 1374 70 psf 848 1111 1274 1375 1440 1483 734 991 1158 1266 1338 1387 1421 643 888 1055 1167 1243 1295 1333 1360 567 800 964 1076 1154 1209 1248 1277 1299 80 psf Span Length (ft-in.) 3'-0" 827 1084 1239 1333 1394 1434 714 963 1121 1222 1288 1332 1363 622 860 1017 1120 1189 1235 1268 1292 547 771 925 1027 1097 1144 1178 1203 1221 583 825 1019 1170 1284 1372 1439 1491 1532 1564 564 802 988 1130 1236 1315 1376 1422 1458 1486 544 777 955 1087 1184 1256 1309 1350 1381 1405 525 751 920 1042 1130 1193 1240 1275 1302 1323 505 724 883 994 1072 1128 1168 1198 1220 1238 484 695 843 943 1011 1059 1093 1117 1136 1150 530 759 947 1097 1213 1304 1375 1431 1475 1510 511 736 916 1057 1165 1247 1310 1359 1397 1428 491 711 884 1014 1112 1186 1241 1284 1316 1342 472 685 849 969 1056 1121 1169 1205 1232 1254 452 658 811 919 996 1052 1092 1122 1144 1162 432 629 769 866 932 978 1011 1035 1053 1067 485 701 883 1030 1148 1241 1314 1373 1419 1457 466 678 852 991 1099 1183 1248 1299 1339 1371 446 654 820 948 1046 1120 1177 1220 1254 1281 427 628 785 902 989 1053 1101 1137 1165 1187 407 601 746 851 926 980 1019 1049 1071 1089 386 571 704 795 857 901 933 956 973 986 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 651 825 970 1087 1181 1257 1317 1366 1406 606 774 915 1031 1125 1202 1265 1315 1357 566 727 865 979 1073 1151 1214 1266 1309 531 686 819 931 1025 1103 1167 1220 1264 499 648 777 887 980 1057 1121 1175 1220 471 613 738 846 937 1014 1079 1133 1178 582 703 808 898 974 1038 1092 1138 553 671 773 861 936 1000 1054 1099 628 795 931 1038 1123 1189 1242 1283 1317 583 744 876 982 1067 1134 1187 1230 1265 544 698 827 931 1014 1082 1135 1179 1214 509 657 781 883 966 1032 1086 1130 1166 477 619 739 839 920 986 1040 1084 1120 449 585 701 798 878 943 996 1039 1075 554 666 760 838 901 954 997 1032 525 633 724 800 863 914 956 991 604 763 888 985 1059 1116 1160 1195 1222 559 712 834 928 1002 1058 1103 1138 1166 520 666 784 876 948 1004 1048 1083 1111 485 625 738 828 898 953 997 1031 1059 453 587 696 783 851 905 947 981 1008 425 553 657 741 807 859 900 933 959 521 621 701 765 815 855 886 912 492 588 664 725 773 811 841 866 578 728 841 926 989 1037 1073 1101 1123 534 677 786 868 929 976 1011 1039 1060 494 630 735 813 873 918 952 979 1000 459 588 688 763 820 863 896 921 942 427 550 644 715 769 810 841 866 885 399 514 603 670 721 759 789 811 829 551 688 788 860 912 951 979 1001 1018 506 636 731 799 848 885 912 932 948 466 588 677 741 787 821 847 866 881 430 544 627 686 729 760 783 801 814 397 504 580 634 672 700 721 737 749 520 644 729 787 828 857 879 895 907 475 589 667 721 758 784 804 818 829 433 538 609 657 690 713 730 743 752 395 490 553 595 623 643 657 668 676 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 49 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 1071 1403 1627 1775 1876 1946 948 1274 1509 1675 1791 1875 1937 848 1162 1401 1577 1707 1803 1875 1930 766 1065 1302 1485 1624 1730 1812 1875 1924 698 981 1213 1399 1545 1659 1748 1818 1874 1920 640 907 1133 1319 1469 1589 1685 1762 1824 1874 591 843 1062 1246 1398 1522 1623 1705 1773 1828 787 998 1178 1331 1458 1563 1650 1722 1782 738 940 1117 1268 1397 1505 1595 1672 1735 693 888 1060 1210 1339 1449 1543 1622 1689 654 841 1008 1156 1285 1396 1492 1574 1644 619 798 961 1106 1234 1346 1443 1527 1600 587 759 917 1059 1186 1297 1396 1481 1556 724 877 1016 1140 1252 1351 1437 1514 691 839 975 1098 1209 1307 1395 1447 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 108 117 124 129 132 135 108 119 127 133 137 141 144 107 119 128 135 140 145 149 152 105 118 127 135 142 147 151 155 158 102 115 126 135 142 148 152 157 160 164 99 113 124 133 141 147 153 157 161 165 95 110 122 132 140 146 152 157 162 166 107 119 129 138 145 151 157 161 166 104 116 127 136 143 150 156 161 165 101 114 124 133 141 148 154 159 164 98 111 122 131 139 146 152 158 163 95 108 119 128 137 144 150 156 161 92 105 116 126 134 142 148 154 160 102 113 123 132 139 146 152 158 100 111 120 129 137 144 150 156 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1139 1493 1731 1889 1996 2070 1009 1356 1605 1781 1906 1995 2060 903 1236 1490 1678 1816 1918 1995 2053 815 1133 1385 1580 1728 1841 1927 1994 2047 1108 1453 1680 1829 1928 1996 978 1317 1555 1720 1835 1917 1976 872 1198 1441 1617 1744 1837 1905 1957 785 1096 1337 1520 1656 1758 1835 1894 1940 1077 1412 1628 1767 1859 1921 947 1276 1503 1657 1762 1836 1889 841 1159 1390 1553 1669 1752 1813 1858 754 1057 1287 1456 1580 1671 1739 1790 1829 742 1043 1291 1488 1643 1764 1860 1934 1994 2042 712 1007 1244 1430 1572 1681 1766 1831 1883 1924 682 969 1195 1367 1496 1593 1666 1723 1767 1801 681 965 1206 1403 1563 1690 1792 1874 1940 1994 651 930 1161 1346 1493 1608 1698 1769 1826 1872 621 893 1113 1285 1417 1519 1597 1657 1705 1743 628 897 1130 1325 1487 1619 1726 1814 1886 1945 599 863 1086 1270 1419 1537 1632 1708 1770 1820 569 826 1040 1210 1344 1448 1530 1594 1645 1686 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 837 1061 1254 1416 1551 1663 1755 1832 1896 785 1000 1188 1349 1486 1601 1697 1778 1846 738 945 1128 1287 1425 1542 1641 1726 1797 696 894 1073 1230 1367 1485 1587 1674 1749 658 849 1022 1176 1312 1431 1535 1624 1702 624 808 975 1127 1261 1380 1485 1576 1656 770 932 1080 1213 1332 1437 1529 1603 735 893 1037 1168 1286 1391 1447 1447 803 1019 1200 1349 1471 1569 1649 1715 1768 751 959 1136 1285 1408 1509 1592 1661 1718 705 905 1078 1225 1348 1452 1537 1609 1668 663 855 1024 1169 1293 1397 1485 1558 1620 626 811 975 1117 1240 1345 1434 1510 1574 592 770 929 1069 1191 1296 1386 1463 1528 733 887 1025 1145 1250 1340 1418 1485 699 849 983 1102 1206 1296 1375 1443 768 974 1141 1276 1382 1467 1534 1587 1631 716 914 1079 1212 1320 1406 1476 1532 1577 670 861 1021 1154 1261 1349 1420 1478 1525 629 812 969 1099 1207 1295 1367 1426 1475 592 769 921 1049 1155 1244 1317 1377 1427 559 729 876 1002 1107 1195 1269 1330 1380 692 835 958 1062 1150 1223 1284 1336 659 797 918 1020 1107 1180 1241 1293 See page 18 for footnotes 50 VP1 VULCRAFT www.vulcraft.com 1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 1045 1371 1575 1704 1788 1844 916 1235 1449 1591 1687 1753 1800 810 1118 1336 1486 1590 1664 1717 1757 724 1017 1234 1389 1499 1579 1638 1681 1715 40 psf 1013 1327 1520 1639 1715 1766 884 1192 1393 1523 1609 1667 1708 779 1075 1279 1416 1508 1573 1618 1652 692 975 1177 1317 1414 1483 1532 1569 1596 50 psf 981 1283 1463 1572 1641 1686 851 1147 1334 1452 1528 1579 1615 746 1031 1219 1341 1422 1477 1516 1544 660 931 1116 1240 1323 1381 1422 1452 1474 60 psf 948 1237 1405 1504 1565 1605 818 1101 1273 1378 1445 1489 1519 713 984 1155 1263 1332 1379 1411 1434 627 883 1050 1157 1227 1274 1307 1330 1348 70 psf 914 1190 1344 1433 1487 1522 784 1052 1208 1301 1359 1396 1422 679 933 1087 1179 1238 1276 1302 1320 593 831 978 1067 1124 1161 1187 1205 1218 80 psf Span Length (ft-in.) 3'-0" 879 1140 1281 1360 1408 1438 749 1000 1140 1221 1269 1301 1322 644 879 1014 1091 1139 1169 1190 1204 557 774 899 971 1015 1043 1062 1075 1084 651 930 1143 1300 1414 1498 1561 1609 1645 1673 620 889 1086 1226 1326 1398 1450 1489 1518 1541 588 844 1024 1147 1231 1290 1332 1363 1386 1403 555 795 955 1059 1128 1174 1207 1230 1248 1261 520 742 879 963 1016 1051 1075 1092 1105 1114 483 681 793 857 896 920 937 948 956 962 590 854 1061 1218 1335 1422 1488 1538 1577 1608 559 813 1005 1144 1244 1317 1371 1412 1442 1466 527 769 942 1062 1145 1204 1246 1277 1300 1318 494 719 871 970 1035 1080 1111 1134 1150 1163 459 663 789 866 914 946 967 982 993 1002 420 597 693 748 780 800 814 823 829 834 538 788 989 1143 1261 1350 1419 1471 1512 1545 507 747 932 1069 1169 1242 1297 1338 1370 1394 475 703 868 984 1065 1122 1164 1194 1217 1235 442 652 794 886 948 990 1019 1040 1055 1067 406 592 705 773 815 843 861 874 884 891 365 518 598 641 666 681 691 698 703 707 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 730 923 1075 1193 1283 1353 1407 1449 1483 679 865 1013 1129 1220 1290 1345 1389 1424 633 812 956 1071 1161 1231 1287 1331 1367 593 764 904 1016 1105 1175 1231 1276 1312 556 721 856 966 1053 1123 1178 1223 1259 523 681 812 919 1004 1073 1127 1172 1207 645 771 875 958 1025 1079 1123 1158 611 733 834 915 980 1033 1076 1110 690 867 1000 1098 1171 1226 1267 1299 1324 638 808 937 1033 1105 1159 1200 1232 1257 593 755 879 972 1042 1095 1135 1167 1191 552 707 826 915 983 1034 1073 1104 1128 515 662 776 862 927 976 1014 1043 1066 482 622 730 812 873 920 956 984 1005 584 687 764 822 866 900 926 946 549 646 719 773 814 845 870 888 644 801 912 990 1045 1085 1115 1137 1154 593 741 846 920 972 1010 1038 1059 1075 546 685 784 853 902 937 963 983 998 504 634 726 789 834 867 890 908 922 466 586 670 728 769 798 819 835 847 430 541 617 668 704 730 748 762 772 498 565 610 640 662 677 689 698 455 513 551 577 594 607 616 623 592 723 808 865 903 929 948 962 973 538 657 734 784 818 841 858 870 879 488 595 663 706 735 755 769 779 787 441 535 593 629 653 669 680 688 694 396 476 523 552 570 582 591 597 602 352 416 452 473 486 495 501 505 508 353 378 391 400 405 409 412 413 284 298 306 310 313 315 316 317 527 626 684 719 741 757 767 775 780 466 549 596 623 641 652 660 666 670 406 472 507 527 539 547 553 557 560 345 392 415 428 436 440 444 446 448 277 305 318 325 329 331 333 334 335 198 210 214 217 218 219 219 220 220 442 503 534 551 562 568 573 576 579 364 404 424 434 440 444 446 448 450 277 299 308 312 315 317 318 319 319 176 182 184 185 186 186 187 187 187 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 51 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 1071 1403 1627 1775 1876 1946 948 1274 1509 1675 1791 1875 1937 848 1162 1401 1577 1707 1803 1875 1930 766 1065 1302 1485 1624 1730 1812 1875 1924 698 981 1213 1399 1545 1659 1748 1818 1874 1920 640 907 1133 1319 1469 1589 1685 1762 1824 1874 591 843 1062 1246 1398 1522 1623 1705 1773 1828 787 998 1178 1331 1458 1563 1650 1722 1782 738 940 1117 1268 1397 1505 1595 1672 1735 693 888 1060 1210 1339 1449 1543 1622 1689 654 841 1008 1156 1285 1396 1492 1574 1644 619 798 961 1106 1234 1346 1443 1527 1600 587 759 917 1059 1186 1297 1396 1481 1556 724 877 1016 1140 1252 1351 1437 1514 691 839 975 1098 1209 1307 1395 1447 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 108 117 124 129 132 135 108 119 127 133 137 141 144 107 119 128 135 140 145 149 152 105 118 127 135 142 147 151 155 158 102 115 126 135 142 148 152 157 160 164 99 113 124 133 141 147 153 157 161 165 95 110 122 132 140 146 152 157 162 166 107 119 129 138 145 151 157 161 166 104 116 127 136 143 150 156 161 165 101 114 124 133 141 148 154 159 164 98 111 122 131 139 146 152 158 163 95 108 119 128 137 144 150 156 161 92 105 116 126 134 142 148 154 160 102 113 123 132 139 146 152 158 100 111 120 129 137 144 150 156 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1139 1493 1731 1889 1996 2070 1009 1356 1605 1781 1906 1995 2060 903 1236 1490 1678 1816 1918 1995 2053 815 1133 1385 1580 1728 1841 1927 1994 2047 1118 1466 1696 1848 1949 2020 988 1329 1571 1740 1858 1942 2003 882 1210 1457 1636 1767 1863 1934 1988 795 1108 1353 1539 1679 1784 1865 1926 1974 1096 1438 1661 1806 1902 1968 967 1302 1536 1697 1808 1887 1944 861 1184 1422 1594 1717 1806 1871 1921 774 1082 1319 1497 1628 1726 1800 1856 1899 742 1043 1291 1488 1643 1764 1860 1934 1994 2042 722 1019 1259 1448 1595 1708 1796 1864 1918 1962 701 993 1227 1407 1544 1649 1730 1792 1840 1879 681 965 1206 1403 1563 1690 1792 1874 1940 1994 660 941 1175 1365 1515 1634 1728 1803 1863 1911 640 916 1144 1324 1466 1576 1661 1729 1782 1825 628 897 1130 1325 1487 1619 1726 1814 1886 1945 608 874 1100 1288 1441 1564 1663 1743 1807 1860 588 849 1069 1249 1392 1505 1595 1667 1725 1771 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 837 1061 1254 1416 1551 1663 1755 1832 1896 785 1000 1188 1349 1486 1601 1697 1778 1846 738 945 1128 1287 1425 1542 1641 1726 1797 696 894 1073 1230 1367 1485 1587 1674 1749 658 849 1022 1176 1312 1431 1535 1624 1702 624 808 975 1127 1261 1380 1485 1576 1656 770 932 1080 1213 1332 1437 1529 1603 735 893 1037 1168 1286 1391 1447 1447 814 1033 1218 1371 1497 1600 1684 1753 1809 762 972 1153 1306 1433 1539 1627 1699 1759 715 917 1094 1245 1374 1481 1571 1647 1710 674 868 1040 1189 1317 1426 1518 1596 1662 636 823 990 1137 1264 1374 1467 1547 1616 603 782 944 1088 1214 1324 1419 1500 1571 745 902 1043 1168 1277 1372 1455 1527 711 863 1001 1124 1233 1328 1412 1447 790 1003 1179 1323 1439 1532 1608 1669 1719 738 943 1116 1259 1377 1472 1551 1615 1667 692 889 1058 1200 1318 1415 1496 1562 1617 651 840 1004 1145 1262 1361 1443 1511 1569 614 796 956 1093 1211 1310 1393 1463 1522 580 755 911 1046 1162 1261 1345 1416 1476 718 869 1002 1116 1215 1299 1371 1433 685 831 960 1074 1172 1256 1329 1391 See page 18 for footnotes 52 VP1 VULCRAFT www.vulcraft.com 1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 1075 1410 1625 1764 1855 1917 945 1274 1500 1653 1758 1831 1884 840 1157 1387 1549 1665 1747 1808 1853 753 1055 1284 1453 1576 1666 1733 1784 1823 40 psf 1053 1381 1589 1721 1806 1864 924 1246 1464 1609 1707 1775 1823 818 1129 1350 1504 1611 1687 1742 1783 732 1028 1248 1407 1521 1603 1664 1710 1745 50 psf 1032 1352 1552 1677 1757 1811 902 1217 1426 1563 1654 1717 1761 797 1100 1312 1457 1556 1626 1676 1712 710 1000 1210 1359 1464 1539 1593 1634 1665 60 psf 1010 1323 1514 1632 1707 1757 880 1187 1387 1515 1600 1658 1698 775 1071 1272 1408 1499 1562 1607 1640 689 970 1170 1309 1404 1472 1520 1556 1583 70 psf 987 1292 1475 1586 1656 1703 858 1157 1347 1467 1545 1598 1634 753 1040 1231 1357 1440 1497 1537 1567 667 940 1129 1256 1342 1402 1445 1476 1499 80 psf Span Length (ft-in.) 3'-0" 965 1261 1435 1540 1605 1647 835 1125 1305 1417 1489 1536 1569 731 1009 1189 1304 1380 1430 1466 1492 644 908 1085 1201 1278 1330 1367 1394 1414 680 967 1192 1363 1492 1588 1661 1717 1760 1794 659 941 1157 1318 1436 1524 1589 1639 1677 1707 638 913 1119 1269 1378 1456 1515 1558 1592 1618 616 884 1079 1218 1316 1386 1437 1475 1504 1526 595 853 1037 1164 1251 1312 1356 1389 1413 1432 572 821 992 1106 1183 1235 1273 1300 1320 1335 619 891 1110 1281 1413 1513 1591 1651 1698 1736 598 865 1075 1236 1357 1448 1517 1570 1611 1644 577 837 1038 1187 1297 1379 1439 1485 1521 1549 556 809 998 1135 1234 1305 1358 1397 1427 1450 534 778 955 1079 1166 1228 1272 1305 1330 1349 511 746 909 1019 1094 1146 1182 1209 1229 1244 567 824 1037 1206 1339 1443 1524 1588 1638 1679 546 798 1002 1161 1283 1377 1448 1504 1548 1582 525 771 965 1113 1223 1306 1368 1416 1453 1482 504 743 925 1060 1158 1230 1283 1323 1353 1377 482 712 882 1002 1087 1148 1192 1225 1249 1268 459 679 834 939 1011 1060 1096 1121 1141 1155 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 766 971 1138 1271 1377 1461 1527 1580 1623 714 912 1075 1208 1315 1400 1469 1524 1569 668 858 1018 1149 1256 1343 1413 1470 1517 627 810 966 1095 1202 1289 1360 1419 1467 590 766 917 1045 1150 1238 1310 1369 1418 557 726 873 998 1102 1189 1262 1322 1372 690 832 954 1057 1144 1216 1276 1327 656 794 914 1015 1101 1173 1233 1284 740 937 1093 1215 1310 1383 1441 1486 1523 689 878 1031 1152 1247 1322 1381 1427 1465 643 825 974 1094 1188 1263 1323 1371 1409 602 777 922 1039 1133 1208 1268 1317 1356 566 734 874 989 1082 1156 1216 1265 1305 533 694 830 942 1033 1107 1167 1215 1255 658 789 899 988 1061 1120 1168 1207 625 752 858 945 1016 1075 1122 1161 713 900 1045 1154 1237 1300 1349 1387 1417 662 842 982 1090 1173 1236 1286 1324 1354 617 789 925 1031 1113 1176 1225 1263 1294 576 741 873 976 1056 1118 1167 1205 1236 539 697 825 925 1003 1064 1112 1149 1180 506 658 780 877 953 1012 1059 1096 1125 621 739 832 905 963 1008 1044 1072 587 700 790 860 915 959 994 1021 685 860 991 1087 1158 1211 1251 1282 1306 634 801 928 1022 1091 1143 1183 1214 1237 588 748 870 960 1028 1079 1117 1147 1171 547 700 816 903 968 1017 1054 1083 1106 510 655 766 849 911 958 994 1021 1043 477 614 719 798 857 901 935 961 981 576 676 750 805 846 878 902 921 541 634 703 755 793 822 844 861 654 816 931 1014 1072 1115 1147 1171 1190 603 756 866 944 1001 1042 1072 1096 1113 556 701 805 879 933 971 1000 1022 1039 515 651 748 818 867 903 930 950 966 477 604 695 758 804 837 861 880 894 442 560 643 702 743 772 794 810 822 620 766 865 932 979 1012 1036 1055 1068 568 703 795 858 901 931 954 970 983 520 645 730 786 825 853 873 887 899 477 591 667 717 752 775 793 806 815 436 539 606 649 679 699 713 724 732 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 53 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 1071 1403 1627 1775 1876 1946 948 1274 1509 1675 1791 1875 1937 848 1162 1401 1577 1707 1803 1875 1930 766 1065 1302 1485 1624 1730 1812 1875 1924 698 981 1213 1399 1545 1659 1748 1818 1874 1920 640 907 1133 1319 1469 1589 1685 1762 1824 1874 591 843 1062 1246 1398 1522 1623 1705 1773 1828 787 998 1178 1331 1458 1563 1650 1722 1782 738 940 1117 1268 1397 1505 1595 1672 1735 693 888 1060 1210 1339 1449 1543 1622 1689 654 841 1008 1156 1285 1396 1492 1574 1644 619 798 961 1106 1234 1346 1443 1527 1600 587 759 917 1059 1186 1297 1396 1481 1556 724 877 1016 1140 1252 1351 1437 1514 691 839 975 1098 1209 1307 1395 1447 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 108 117 124 129 132 135 108 119 127 133 137 141 144 107 119 128 135 140 145 149 152 105 118 127 135 142 147 151 155 158 102 115 126 135 142 148 152 157 160 164 99 113 124 133 141 147 153 157 161 165 95 110 122 132 140 146 152 157 162 166 107 119 129 138 145 151 157 161 166 104 116 127 136 143 150 156 161 165 101 114 124 133 141 148 154 159 164 98 111 122 131 139 146 152 158 163 95 108 119 128 137 144 150 156 161 92 105 116 126 134 142 148 154 160 102 113 123 132 139 146 152 158 100 111 120 129 137 144 150 156 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Span Length (ft-in.) 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1139 1493 1731 1889 1996 2070 1009 1356 1605 1781 1906 1995 2060 903 1236 1490 1678 1816 1918 1995 2053 815 1133 1385 1580 1728 1841 1927 1994 2047 1120 1468 1699 1851 1953 2024 989 1331 1574 1743 1862 1946 2007 884 1212 1459 1640 1771 1867 1939 1993 796 1110 1355 1542 1683 1789 1870 1932 1980 1100 1443 1667 1813 1910 1977 970 1307 1542 1704 1817 1896 1954 864 1188 1428 1601 1725 1815 1882 1932 777 1086 1325 1504 1637 1736 1811 1868 1912 742 1043 1291 1488 1643 1764 1860 1934 1994 2042 724 1021 1262 1452 1599 1713 1801 1870 1925 1969 705 998 1232 1414 1553 1659 1741 1804 1854 1893 681 965 1206 1403 1563 1690 1792 1874 1940 1994 662 943 1178 1368 1520 1639 1734 1809 1869 1918 643 921 1149 1331 1474 1586 1673 1741 1796 1840 628 897 1130 1325 1487 1619 1726 1814 1886 1945 610 876 1103 1291 1445 1569 1668 1749 1814 1867 591 854 1075 1255 1400 1516 1607 1680 1739 1786 No Uplift 3'-0" 10 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 20 psf HILTI X-HSN 24 Load Type 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 837 1061 1254 1416 1551 1663 1755 1832 1896 785 1000 1188 1349 1486 1601 1697 1778 1846 738 945 1128 1287 1425 1542 1641 1726 1797 696 894 1073 1230 1367 1485 1587 1674 1749 658 849 1022 1176 1312 1431 1535 1624 1702 624 808 975 1127 1261 1380 1485 1576 1656 770 932 1080 1213 1332 1437 1529 1603 735 893 1037 1168 1286 1391 1447 1447 816 1035 1221 1375 1501 1605 1690 1759 1817 764 975 1156 1310 1438 1544 1633 1706 1767 717 920 1097 1249 1378 1486 1577 1654 1718 675 870 1043 1193 1322 1431 1524 1603 1670 638 825 993 1140 1268 1379 1473 1554 1623 604 784 947 1092 1219 1329 1425 1507 1578 747 905 1046 1172 1282 1378 1462 1534 713 866 1004 1128 1237 1334 1418 1447 794 1008 1186 1331 1449 1544 1621 1683 1734 742 948 1122 1267 1386 1484 1564 1629 1683 696 894 1064 1208 1327 1427 1509 1577 1633 655 845 1011 1152 1272 1372 1456 1526 1585 617 800 962 1101 1220 1321 1406 1478 1538 584 760 917 1053 1171 1272 1358 1431 1493 723 875 1009 1126 1226 1312 1386 1449 689 837 968 1083 1183 1269 1343 1407 See page 18 for footnotes 54 VP1 VULCRAFT www.vulcraft.com 1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 1080 1417 1635 1775 1867 1930 951 1281 1510 1665 1771 1845 1899 845 1164 1396 1561 1678 1762 1824 1870 758 1062 1293 1464 1589 1681 1750 1802 1843 40 psf 1061 1391 1601 1735 1823 1882 931 1256 1476 1624 1724 1794 1844 826 1138 1362 1519 1629 1708 1765 1807 739 1037 1260 1422 1540 1625 1688 1735 1771 50 psf 1041 1365 1568 1695 1778 1834 911 1229 1442 1582 1676 1741 1787 806 1112 1328 1477 1579 1652 1704 1743 719 1012 1226 1379 1488 1566 1624 1666 1699 60 psf 1021 1338 1533 1655 1733 1785 891 1202 1407 1539 1628 1688 1730 786 1086 1293 1433 1528 1595 1642 1677 700 985 1191 1334 1435 1506 1558 1596 1625 70 psf 1000 1310 1498 1613 1686 1735 871 1175 1370 1496 1578 1633 1672 766 1058 1256 1387 1475 1536 1579 1610 680 958 1154 1287 1379 1444 1490 1524 1549 80 psf Span Length (ft-in.) 3'-0" 980 1282 1462 1571 1640 1685 851 1147 1333 1451 1527 1578 1613 746 1030 1218 1340 1421 1476 1514 1542 659 930 1115 1238 1322 1379 1420 1450 1472 686 974 1201 1375 1505 1604 1678 1736 1781 1816 666 950 1169 1333 1455 1546 1614 1665 1705 1737 647 925 1135 1290 1403 1485 1546 1593 1628 1656 627 899 1100 1244 1348 1422 1477 1517 1549 1573 608 872 1062 1196 1290 1356 1404 1440 1467 1488 587 843 1023 1145 1229 1288 1330 1360 1383 1401 624 898 1119 1293 1426 1530 1609 1671 1720 1759 605 874 1087 1252 1376 1470 1542 1598 1641 1675 586 849 1054 1208 1323 1408 1473 1522 1559 1589 567 823 1019 1162 1267 1343 1400 1442 1475 1500 547 796 981 1113 1207 1274 1323 1360 1388 1409 527 768 941 1060 1143 1202 1244 1274 1297 1315 572 831 1045 1217 1353 1459 1543 1608 1661 1702 553 807 1014 1177 1303 1400 1475 1533 1579 1615 534 783 981 1134 1249 1336 1403 1454 1493 1525 515 757 946 1087 1192 1269 1327 1370 1404 1431 495 731 908 1037 1130 1197 1246 1283 1311 1333 475 702 867 982 1063 1120 1161 1192 1215 1232 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 772 979 1149 1285 1393 1479 1548 1603 1648 720 920 1086 1221 1331 1419 1490 1548 1595 674 866 1028 1163 1272 1362 1435 1494 1543 633 818 976 1108 1218 1308 1382 1443 1493 596 774 927 1057 1166 1257 1332 1394 1445 563 734 883 1011 1118 1208 1284 1347 1399 697 842 967 1073 1163 1238 1302 1355 664 804 926 1031 1120 1195 1259 1312 749 949 1109 1235 1333 1410 1471 1519 1557 698 890 1047 1172 1271 1349 1411 1461 1501 652 837 990 1113 1212 1291 1354 1405 1447 611 789 937 1059 1157 1237 1300 1352 1394 574 745 889 1009 1106 1185 1249 1301 1344 541 705 845 962 1058 1136 1200 1253 1296 669 805 918 1013 1090 1154 1206 1249 636 767 878 970 1047 1110 1162 1205 725 916 1066 1181 1269 1336 1389 1430 1462 674 858 1004 1117 1205 1273 1327 1369 1402 628 805 947 1058 1146 1214 1267 1310 1344 587 757 894 1004 1090 1158 1211 1254 1288 551 713 847 953 1038 1104 1157 1200 1234 518 674 802 906 988 1054 1106 1148 1182 637 761 862 942 1006 1057 1098 1131 604 723 820 898 960 1010 1050 1083 700 881 1019 1122 1199 1257 1302 1336 1363 648 822 956 1057 1134 1192 1236 1270 1298 603 769 899 997 1072 1129 1173 1207 1234 562 721 846 941 1014 1070 1113 1146 1173 525 677 797 889 959 1013 1055 1088 1114 492 637 752 840 907 959 1000 1031 1056 600 709 794 858 908 946 976 1000 566 670 750 811 858 894 922 945 673 843 967 1058 1124 1173 1210 1237 1259 621 783 903 991 1055 1103 1139 1166 1188 576 730 844 928 990 1036 1071 1097 1118 534 681 790 870 928 972 1005 1030 1050 497 636 738 814 869 910 941 965 983 463 594 690 761 813 851 879 901 918 644 800 911 988 1043 1083 1112 1134 1151 592 740 844 917 969 1007 1035 1056 1072 545 684 782 851 899 934 960 979 994 503 633 724 787 831 863 887 904 918 465 585 668 725 765 794 815 831 842 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 55 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1.5PLB with Hilti X-ENP-19 1.5PLB22 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 476 601 679 728 761 782 426 553 638 695 733 760 779 384 510 599 661 705 737 760 777 349 471 562 629 677 713 739 760 775 319 437 528 597 649 689 718 741 759 774 294 406 497 568 622 665 697 723 743 759 271 379 468 540 596 641 676 704 726 744 355 442 513 571 618 655 685 709 729 334 418 489 548 595 635 666 692 714 315 396 466 525 574 614 648 675 698 297 377 445 504 553 595 630 659 683 282 358 426 484 534 576 612 642 668 268 342 408 465 515 558 594 626 652 326 391 448 497 540 578 610 637 312 375 431 480 524 561 594 622 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 9 9 9 9 9 9 10 10 10 10 10 10 10 11 11 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 15 16 15 16 16 16 16 16 16 17 17 17 17 17 17 17 17 17 18 18 18 17 18 18 18 18 18 19 19 19 18 18 19 19 19 19 20 20 20 19 19 20 20 20 20 20 21 21 19 20 20 21 21 21 21 22 22 20 21 21 21 22 22 22 22 23 21 22 22 22 23 23 23 23 22 22 23 23 23 24 24 24 See page 18 for footnotes 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 507 640 723 775 809 832 453 588 679 739 780 809 829 409 542 637 704 750 784 808 827 371 501 598 669 720 758 787 808 825 483 609 685 732 762 782 430 558 641 694 730 754 771 385 512 599 657 698 726 746 761 348 471 560 622 666 698 721 738 751 459 578 647 688 713 730 405 526 601 647 677 697 711 361 480 558 608 642 664 680 692 324 440 519 572 608 633 651 664 674 340 464 562 635 691 733 764 789 808 823 316 435 524 589 636 670 696 715 730 741 292 404 483 538 576 603 622 636 647 655 313 432 528 604 662 707 742 769 791 808 289 404 492 558 607 644 672 693 709 722 265 373 451 507 546 574 594 610 621 630 289 403 498 574 634 682 719 749 773 792 266 375 462 529 580 618 648 671 688 702 242 345 422 477 517 546 568 584 596 606 No Uplift 3'-6" 10 psf Span Length (ft-in.) 3'-0" 20 psf HILTI X-ENP-19 Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 378 470 546 608 657 697 729 755 776 355 445 520 583 634 675 709 737 759 335 422 496 559 611 654 689 719 743 316 401 474 536 589 633 670 701 727 300 381 453 515 568 613 651 683 710 285 364 434 495 548 594 632 666 694 347 416 476 529 575 615 649 678 332 399 459 511 557 597 632 662 350 435 502 554 594 625 649 668 683 328 411 477 530 571 603 628 648 665 308 388 454 507 548 581 608 629 646 290 368 433 485 527 561 588 610 628 274 349 413 465 507 542 570 592 611 259 332 394 446 488 523 551 575 594 316 377 428 470 505 534 558 578 302 361 411 453 488 517 542 562 320 395 451 491 520 542 559 572 582 298 371 426 466 496 518 535 548 558 279 349 402 442 472 495 512 525 536 261 329 381 420 450 472 490 503 514 245 310 361 400 429 451 468 482 492 230 293 343 380 409 431 448 461 471 278 325 362 390 411 428 441 451 263 309 345 372 393 409 421 431 See page 18 for footnotes 56 VP1 VULCRAFT www.vulcraft.com 1.5PLB22 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 434 545 606 642 663 677 380 492 558 597 622 638 649 336 446 514 556 582 600 612 621 299 406 474 517 545 564 577 586 593 40 psf 408 510 564 594 612 623 355 457 513 545 565 577 585 310 410 466 499 520 533 542 548 273 368 424 457 477 490 499 505 510 50 psf 382 474 520 545 559 568 328 418 465 490 505 514 520 282 369 414 439 453 462 468 472 245 325 367 390 403 412 417 421 424 60 psf 355 436 474 493 504 511 299 377 413 432 443 449 453 253 324 357 373 383 388 392 395 213 275 303 316 324 328 331 333 335 240 339 404 448 476 496 510 520 528 533 214 299 349 379 397 410 418 424 428 431 184 249 281 298 308 314 318 320 322 324 146 184 198 204 207 209 211 211 212 212 217 311 374 417 445 465 478 488 496 502 191 269 316 343 360 371 379 384 388 390 159 215 241 254 261 266 268 270 272 273 113 136 143 147 148 149 149 150 150 150 70 psf 326 396 426 440 449 454 268 331 358 371 378 382 385 219 272 293 303 308 311 313 315 176 215 229 236 239 241 242 243 244 267 370 437 481 510 529 543 553 560 566 241 331 385 417 436 449 458 464 469 472 212 286 323 343 355 362 367 370 373 375 178 229 250 260 266 269 271 272 273 274 133 157 164 167 169 170 170 171 171 171 80 psf Span Length (ft-in.) 3'-0" 295 352 375 386 391 395 234 281 299 307 311 313 315 180 213 223 228 231 232 233 233 126 142 147 148 149 150 150 150 150 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 286 347 388 415 434 448 458 465 471 263 322 361 387 405 418 428 435 440 243 298 335 360 377 390 399 405 410 225 277 311 335 351 362 370 376 381 208 256 288 310 324 335 342 347 352 192 237 266 285 299 308 314 319 323 219 245 262 273 281 287 291 294 201 223 238 248 254 259 263 265 242 284 309 324 334 340 344 348 350 217 255 276 288 296 302 306 308 310 194 225 243 253 260 264 267 269 270 171 196 210 218 222 226 228 229 230 148 167 176 182 185 187 188 189 190 123 136 141 145 146 148 148 149 149 181 200 209 214 217 219 220 221 222 146 158 163 166 168 169 170 170 170 108 113 116 117 118 118 118 119 119 HILTI X-ENP-19 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 57 1.5PLB20 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 607 764 854 908 941 963 546 709 810 873 914 941 960 494 658 766 837 885 918 941 958 450 611 724 802 856 894 921 942 957 413 570 685 767 826 869 900 924 942 956 381 532 648 734 797 844 879 905 926 942 353 498 614 702 768 818 857 886 909 927 468 582 671 740 793 834 867 892 912 441 552 642 713 769 812 847 875 897 417 525 615 687 745 791 827 857 881 395 501 589 662 721 769 808 839 865 375 478 565 638 698 748 788 822 849 356 456 543 616 677 727 769 804 833 437 522 594 656 707 751 787 817 419 502 574 636 688 732 770 801 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 14 14 14 14 14 14 16 16 16 16 16 16 17 18 18 18 18 18 18 19 19 19 20 20 20 20 20 20 21 21 21 21 22 22 22 22 22 22 22 23 22 23 23 23 24 24 24 24 24 24 23 24 24 25 25 25 26 26 26 26 25 26 26 27 27 27 27 28 28 26 27 27 28 28 29 29 29 29 27 28 28 29 29 30 30 30 31 28 29 30 30 31 31 31 32 32 29 30 30 31 32 32 33 33 33 29 30 31 32 33 33 34 34 34 31 32 33 34 34 35 35 36 32 33 34 34 35 36 36 37 See page 18 for footnotes 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 646 813 909 966 1001 1024 581 754 862 929 972 1001 1022 526 700 815 891 942 977 1001 1020 479 650 771 853 910 951 980 1002 1018 621 780 869 920 951 972 556 721 820 880 918 943 961 501 667 773 840 885 914 935 950 455 618 729 802 851 885 909 927 940 596 747 827 873 901 918 531 687 777 830 862 884 899 476 633 729 788 825 850 867 879 430 584 684 747 789 817 836 850 861 439 606 729 816 879 924 958 983 1002 1017 415 575 687 765 818 856 884 904 919 931 391 541 642 709 753 784 806 821 833 842 405 566 689 781 848 897 935 963 985 1002 381 535 649 729 786 828 858 880 897 911 357 502 604 673 720 752 776 793 806 816 375 530 653 746 817 871 911 943 967 986 352 500 613 695 756 800 832 857 876 891 327 468 568 639 687 722 747 765 779 790 No Uplift 3'-6" 10 psf Span Length (ft-in.) 3'-0" 20 psf HILTI X-ENP-19 Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 498 619 714 787 844 888 922 949 970 469 588 683 758 818 864 901 930 954 443 559 654 731 792 841 880 912 937 420 533 627 704 767 818 859 893 920 398 508 601 679 743 796 839 874 903 379 486 577 655 720 774 818 855 886 465 555 632 698 752 798 837 869 445 534 611 676 732 779 819 852 469 580 664 726 772 807 834 855 871 440 550 634 698 746 783 811 833 851 415 522 606 671 721 759 789 813 831 392 496 580 645 696 736 767 792 812 371 473 555 621 673 714 746 772 793 352 451 532 598 651 692 726 753 774 431 511 576 629 672 706 734 756 412 491 556 609 652 687 715 738 437 536 607 657 693 719 738 753 764 409 506 577 628 665 692 712 728 740 384 479 549 600 638 666 687 703 715 361 454 523 574 612 641 662 679 691 340 431 499 550 588 616 638 655 668 322 409 476 527 565 593 615 632 646 389 455 505 542 571 593 610 624 371 435 484 521 550 571 589 602 See page 18 for footnotes 58 VP1 VULCRAFT www.vulcraft.com 1.5PLB20 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 570 712 785 825 849 864 505 651 731 777 805 823 835 451 597 682 732 763 783 797 807 405 548 635 689 722 745 760 771 779 40 psf 544 675 741 776 796 809 479 614 684 723 746 761 771 424 558 632 673 698 714 725 733 378 509 583 626 653 669 681 689 695 50 psf 517 638 695 725 742 753 451 574 635 667 686 697 705 396 517 578 612 631 643 651 657 350 466 526 559 579 591 599 605 609 60 psf 489 599 648 673 687 696 423 532 583 609 623 632 638 367 472 521 547 561 570 576 580 320 418 464 488 501 509 514 518 521 70 psf 460 558 600 620 632 639 392 487 528 548 559 566 570 335 423 460 478 489 495 498 501 286 363 396 411 419 424 427 430 431 430 515 550 566 575 580 360 439 471 485 493 498 501 300 369 395 407 413 417 419 421 247 301 321 329 334 336 338 339 340 365 505 593 648 684 707 724 735 744 750 339 465 538 582 609 626 638 646 652 656 310 420 478 510 528 540 548 553 557 560 279 368 409 430 442 449 454 457 459 461 242 307 333 344 351 354 357 358 359 360 197 235 247 252 254 256 257 257 258 258 332 466 554 610 647 671 688 701 710 717 305 426 497 540 567 584 596 604 610 614 276 378 432 462 479 490 497 502 506 509 243 322 357 375 385 390 394 397 398 400 202 252 270 278 282 285 286 287 288 288 145 165 170 172 174 174 174 175 175 175 302 432 518 574 611 637 654 667 677 684 276 390 459 501 527 543 555 563 569 573 246 340 390 416 432 442 448 452 456 458 211 278 306 320 327 332 334 336 338 339 162 196 206 211 213 214 215 216 216 216 80 psf Span Length (ft-in.) 3'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 401 485 541 578 604 622 635 644 652 373 455 509 546 572 590 603 612 620 348 427 480 516 541 559 572 581 589 325 401 452 487 512 529 542 551 558 304 377 426 460 483 500 512 521 528 285 354 401 434 456 472 483 492 498 333 378 408 429 444 455 463 469 313 355 384 403 417 427 435 440 358 424 463 488 504 515 523 528 532 329 391 428 451 466 476 483 488 492 303 360 394 415 428 438 444 449 452 278 330 361 380 392 400 405 409 412 254 301 329 345 355 362 367 370 373 232 273 297 310 319 325 328 331 333 246 265 276 282 287 290 292 294 217 232 241 246 249 251 253 254 305 349 372 385 394 399 403 405 407 272 309 328 339 346 350 353 355 357 239 270 285 293 298 302 304 305 306 207 230 241 247 250 253 254 255 256 173 189 196 200 202 203 204 204 205 137 145 149 151 152 153 153 153 154 234 255 265 270 273 275 276 277 277 189 203 209 212 213 214 215 215 216 142 148 151 152 153 153 154 154 154 HILTI X-ENP-19 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 136 140 142 143 143 143 143 144 144 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 59 1.5PLB19 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 729 914 1015 1072 1106 1129 658 852 967 1035 1079 1107 1127 597 794 919 998 1049 1083 1107 1125 545 741 873 960 1018 1059 1087 1108 1123 501 693 829 922 987 1033 1065 1090 1108 1122 462 649 787 885 955 1006 1043 1071 1092 1108 429 610 747 849 924 979 1020 1051 1075 1094 574 711 815 893 952 997 1031 1058 1078 541 677 782 863 926 973 1010 1040 1063 512 645 751 834 899 950 990 1021 1046 486 616 722 806 873 927 969 1003 1030 461 588 694 779 848 904 948 984 1013 439 563 667 754 824 881 927 965 996 540 643 729 800 859 907 947 979 518 619 705 777 837 887 928 962 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 20 20 20 21 21 21 23 23 23 23 24 24 24 25 26 26 26 26 27 27 27 27 28 28 29 29 29 29 30 30 29 30 30 31 31 32 32 32 32 32 31 32 32 33 34 34 34 34 35 35 32 33 34 35 36 36 36 37 37 37 35 36 37 37 38 38 39 39 39 36 37 38 39 40 40 41 41 42 37 39 40 41 41 42 43 43 43 38 40 41 42 43 44 44 45 45 39 41 42 43 44 45 46 46 47 39 41 43 44 46 46 47 48 48 42 44 45 47 48 48 49 50 43 45 46 48 49 50 50 51 See page 18 for footnotes 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 775 972 1079 1140 1177 1201 700 907 1028 1102 1148 1178 1198 635 845 978 1062 1116 1153 1178 1197 580 789 929 1021 1083 1126 1156 1179 1195 750 938 1037 1093 1126 1147 675 872 985 1051 1092 1118 1136 610 811 933 1009 1057 1088 1110 1126 556 755 884 967 1021 1058 1083 1102 1116 724 903 995 1045 1074 1093 649 836 940 999 1035 1058 1073 585 775 887 954 995 1022 1041 1054 530 719 837 910 956 987 1008 1024 1035 533 737 882 981 1050 1098 1134 1159 1179 1194 508 704 837 926 986 1027 1056 1078 1094 1106 483 669 790 867 918 952 976 994 1006 1016 492 691 837 942 1016 1070 1110 1139 1162 1179 468 658 793 887 951 997 1029 1053 1071 1085 443 624 746 827 881 918 945 964 978 989 456 649 795 904 983 1042 1085 1118 1144 1164 432 617 752 849 917 966 1002 1029 1049 1065 408 583 706 789 846 886 914 935 950 962 No Uplift 3'-6" 10 psf Span Length (ft-in.) 3'-0" 20 psf HILTI X-ENP-19 Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 610 756 867 950 1013 1060 1097 1125 1147 576 720 832 919 985 1035 1075 1106 1131 545 686 799 888 957 1010 1053 1086 1113 517 655 768 858 929 986 1031 1067 1096 491 626 738 829 902 961 1009 1047 1078 467 599 710 802 876 937 987 1027 1060 574 684 775 851 914 965 1007 1042 551 659 750 827 891 943 987 1024 580 714 813 885 937 975 1004 1027 1044 546 679 779 853 908 949 980 1004 1023 515 646 747 823 880 923 956 982 1002 488 616 717 794 852 898 933 960 982 462 588 688 766 826 873 910 939 962 439 562 661 739 801 849 887 917 942 538 636 714 777 826 865 897 922 515 612 690 753 803 844 876 902 546 668 753 812 854 884 906 923 935 513 633 719 779 823 854 878 896 909 483 601 687 749 793 826 850 869 884 456 571 657 719 765 798 824 843 858 431 544 629 691 737 772 798 818 834 408 519 602 665 711 746 773 794 810 495 577 639 686 722 749 770 786 473 554 615 662 698 725 746 763 See page 18 for footnotes 60 VP1 VULCRAFT www.vulcraft.com 1.5PLB19 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 698 867 951 996 1022 1038 623 799 893 945 976 996 1009 559 738 838 896 932 954 970 981 504 682 787 849 888 914 931 943 952 40 psf 671 830 906 946 968 983 596 761 844 890 917 933 944 532 698 787 837 866 885 897 906 478 642 733 786 818 838 852 861 868 50 psf 644 792 860 895 914 927 568 720 794 833 856 869 879 504 656 733 775 799 814 824 831 449 598 676 719 744 760 770 777 782 60 psf 616 752 812 843 859 870 539 678 742 775 793 805 812 475 611 676 710 729 741 749 754 420 551 615 648 667 679 686 692 695 70 psf 587 711 764 790 804 812 509 634 688 715 730 739 744 444 564 617 643 658 666 672 676 388 500 549 574 587 595 601 604 607 80 psf Span Length (ft-in.) 3'-0" 557 669 714 736 747 755 478 587 632 653 665 672 676 411 512 554 573 584 590 594 597 352 443 479 496 505 510 513 515 517 458 632 739 805 847 874 893 907 916 924 431 591 684 738 771 792 807 817 824 830 403 546 623 666 691 707 718 725 730 734 372 497 557 589 607 618 625 630 634 636 339 441 485 507 519 526 530 533 535 537 300 377 406 419 426 430 433 434 436 436 418 587 694 763 806 836 856 871 881 889 391 545 637 692 726 748 763 774 781 787 362 499 574 616 640 656 666 673 679 682 331 447 503 532 548 559 565 570 573 575 296 385 423 441 451 457 460 463 464 466 253 313 334 343 348 350 352 353 354 355 383 546 653 723 768 799 820 835 847 855 356 505 595 649 683 706 721 731 739 745 327 457 528 568 591 606 616 623 628 631 295 400 451 477 491 500 506 509 512 514 256 332 362 376 383 388 390 392 394 394 206 247 260 266 269 270 271 272 272 272 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 510 616 685 731 763 785 801 813 822 477 581 650 697 729 751 768 780 789 447 548 617 663 696 718 735 747 757 419 518 586 632 664 687 703 716 725 395 490 556 601 633 656 672 685 694 372 464 528 573 604 626 642 654 663 440 502 545 575 597 612 624 633 417 477 518 547 568 584 595 604 468 555 609 642 664 679 690 698 704 434 518 570 603 624 639 649 657 663 403 484 534 565 585 600 609 617 622 375 452 499 528 548 561 570 577 582 349 421 465 493 511 523 532 538 543 325 392 433 458 474 486 493 499 503 364 401 424 439 448 455 460 464 337 370 390 403 412 418 422 425 418 484 521 543 557 566 573 577 581 382 443 477 497 509 518 523 527 530 348 404 434 451 462 469 474 478 480 317 365 391 406 415 421 425 428 430 286 327 349 361 369 373 377 379 381 255 290 307 316 322 325 328 329 331 251 263 270 274 277 278 280 280 211 219 223 226 228 229 229 230 357 401 422 434 442 446 450 452 454 315 351 369 378 384 388 390 392 393 274 302 315 322 326 328 330 331 332 232 251 260 265 267 269 270 271 271 187 199 204 206 208 209 209 210 210 138 144 146 147 148 148 148 148 148 279 301 311 316 319 320 322 323 323 225 239 244 247 249 250 251 251 252 167 174 177 178 179 179 179 179 180 104 106 106 107 107 107 107 107 107 179 185 187 188 189 189 190 190 190 105 106 107 107 107 107 107 107 107 HILTI X-ENP-19 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 61 1.5PLB18 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 841 1051 1160 1221 1257 1280 761 983 1109 1183 1229 1258 1278 692 919 1058 1144 1198 1234 1259 1277 633 860 1008 1103 1166 1208 1238 1259 1275 582 806 960 1063 1133 1181 1216 1241 1260 1274 538 757 913 1023 1099 1153 1192 1221 1243 1260 499 712 870 984 1066 1125 1168 1201 1226 1245 671 829 946 1032 1096 1144 1180 1208 1229 634 790 910 1000 1068 1119 1158 1189 1213 600 755 875 968 1039 1094 1137 1170 1196 570 721 842 937 1011 1069 1115 1150 1179 542 690 811 908 984 1044 1092 1131 1162 516 661 782 879 957 1020 1070 1111 1144 634 753 852 931 996 1048 1091 1126 609 727 825 906 972 1027 1071 1108 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 27 27 28 28 28 28 30 31 31 32 32 32 32 33 34 35 35 35 36 36 36 36 37 38 38 39 39 39 40 40 38 39 40 41 42 42 43 43 43 43 40 42 43 44 45 45 46 46 46 47 41 44 45 46 47 48 48 49 49 50 45 47 48 49 50 51 52 52 52 47 49 50 52 53 53 54 55 55 48 50 52 53 55 56 56 57 58 49 51 54 55 56 58 58 59 60 50 53 55 57 58 59 60 61 62 50 53 56 58 60 61 62 63 64 54 57 59 61 62 64 65 66 55 58 60 62 64 65 66 67 See page 18 for footnotes 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 894 1118 1234 1299 1338 1362 810 1046 1180 1259 1307 1338 1360 736 978 1126 1217 1274 1313 1339 1358 673 915 1072 1174 1240 1285 1317 1340 1357 869 1083 1191 1251 1286 1308 784 1010 1135 1207 1250 1278 1297 711 943 1080 1162 1213 1247 1270 1287 649 880 1026 1117 1176 1215 1243 1262 1276 843 1047 1148 1202 1234 1253 758 974 1089 1154 1192 1217 1234 685 906 1032 1106 1151 1180 1200 1214 623 844 977 1059 1110 1143 1167 1183 1195 619 858 1021 1131 1205 1256 1293 1320 1340 1355 595 823 975 1073 1139 1183 1214 1237 1254 1267 569 787 926 1013 1069 1107 1133 1152 1166 1176 572 805 972 1088 1169 1227 1268 1299 1322 1340 548 772 926 1031 1102 1151 1186 1212 1231 1245 523 736 877 969 1030 1071 1100 1121 1136 1148 531 757 925 1047 1134 1197 1243 1278 1304 1324 507 725 881 989 1065 1119 1157 1186 1207 1224 483 690 832 927 992 1036 1067 1090 1107 1120 No Uplift 3'-6" 10 psf Span Length (ft-in.) 3'-0" 20 psf HILTI X-ENP-19 Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 714 882 1007 1098 1166 1217 1255 1285 1308 674 841 968 1064 1136 1190 1232 1265 1291 639 803 931 1030 1106 1164 1209 1245 1273 606 767 896 997 1076 1137 1186 1224 1254 576 734 863 966 1047 1111 1162 1203 1236 549 703 831 935 1018 1085 1139 1182 1217 675 802 906 991 1060 1115 1161 1198 648 773 878 964 1034 1092 1140 1179 682 838 950 1029 1087 1129 1160 1184 1202 643 798 912 995 1056 1101 1135 1160 1181 608 761 876 962 1025 1073 1109 1137 1159 576 727 842 930 996 1046 1084 1114 1137 547 695 810 899 967 1019 1059 1091 1116 520 665 780 869 939 993 1035 1068 1095 637 751 841 912 967 1011 1046 1074 611 724 814 886 943 988 1024 1053 648 790 888 955 1002 1035 1060 1079 1093 610 751 850 919 969 1004 1030 1050 1066 575 714 814 885 936 974 1001 1022 1039 544 681 781 853 905 944 973 995 1012 515 649 749 822 876 915 945 968 986 489 620 719 792 847 888 919 942 961 593 691 764 819 861 892 917 936 568 664 737 793 835 867 892 912 See page 18 for footnotes 62 VP1 VULCRAFT www.vulcraft.com 1.5PLB18 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 816 1010 1103 1152 1181 1198 731 936 1041 1099 1133 1155 1169 659 867 982 1047 1087 1112 1129 1141 597 805 926 997 1041 1069 1089 1102 1112 40 psf 789 972 1058 1102 1127 1143 704 896 992 1044 1073 1092 1104 632 827 930 987 1021 1042 1056 1066 570 765 872 933 970 993 1009 1020 1028 50 psf 761 933 1011 1051 1073 1087 676 856 942 987 1012 1028 1039 604 785 876 925 953 971 983 991 542 721 815 866 896 915 928 937 943 60 psf 733 893 964 999 1018 1030 647 813 889 928 950 964 972 575 741 820 861 884 899 908 914 512 675 754 796 820 835 845 851 856 70 psf 704 853 915 946 963 973 618 769 836 869 887 898 905 544 693 761 794 813 825 832 837 481 625 690 723 742 753 760 765 769 80 psf Span Length (ft-in.) 3'-0" 674 810 866 892 907 915 587 723 780 808 823 832 837 512 643 699 726 741 749 755 759 447 570 622 647 661 669 674 677 680 543 749 874 949 997 1028 1049 1064 1075 1084 517 708 818 882 921 946 963 975 984 990 489 663 758 810 841 861 874 883 890 895 459 615 693 735 759 773 783 790 794 798 427 562 624 655 672 683 689 694 697 700 391 502 548 570 582 589 594 597 599 600 497 698 824 903 954 988 1011 1027 1039 1048 471 657 767 833 874 900 918 930 940 946 442 611 704 757 788 808 822 831 837 842 412 561 636 676 699 713 722 728 733 736 379 504 560 588 604 613 619 623 626 629 341 438 477 495 504 510 514 516 518 519 457 652 779 860 913 948 973 991 1004 1013 431 610 720 787 828 855 874 887 896 904 402 564 655 706 737 757 770 779 786 791 372 511 581 619 640 654 662 668 672 676 337 449 499 523 537 545 550 553 556 558 295 376 406 420 427 431 434 436 437 438 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 610 736 819 873 910 936 955 969 979 573 697 780 836 874 900 920 934 945 538 661 743 799 838 866 886 901 912 507 627 709 765 804 832 852 868 879 479 595 676 732 771 799 820 835 847 453 566 645 701 740 768 788 804 816 539 616 671 709 737 757 773 785 513 589 642 680 707 727 743 754 569 676 743 785 812 831 844 854 861 531 636 701 743 770 789 803 812 820 496 598 662 703 730 749 762 771 779 464 563 624 664 691 709 722 731 738 435 529 589 627 652 670 682 691 698 408 498 555 591 615 632 644 652 659 468 522 556 579 594 605 613 619 440 490 522 543 557 568 575 581 521 608 658 688 707 720 729 735 740 482 564 612 640 658 671 679 685 689 445 523 567 594 611 622 630 635 639 411 483 524 548 564 574 581 586 590 380 445 482 504 517 526 533 537 540 349 409 441 460 471 479 484 488 491 372 400 416 426 432 436 439 442 336 359 372 380 385 388 390 392 465 530 564 583 595 603 608 612 615 422 480 510 527 538 545 549 552 555 381 432 458 472 481 486 490 493 495 341 384 405 417 424 428 431 433 435 302 336 353 361 366 370 372 374 375 262 287 299 305 309 311 312 314 314 237 244 248 250 252 253 253 254 184 188 190 191 192 192 192 193 397 439 459 470 477 481 484 486 487 347 380 396 404 409 412 414 415 416 296 321 332 337 340 343 344 345 346 244 259 266 270 272 273 274 274 275 187 196 199 201 202 202 203 203 203 126 129 130 131 131 131 131 131 131 314 336 345 350 352 354 355 356 356 250 263 268 271 273 274 274 275 275 182 188 190 191 192 192 193 193 193 108 110 110 110 110 111 111 111 111 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 63 HILTI X-ENP-19 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1.5PLB22 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 634 816 957 1066 1148 1211 557 728 869 982 1071 1142 1199 496 656 792 906 999 1076 1138 1188 446 595 726 838 933 1013 1079 1134 1180 405 544 668 778 873 954 1023 1081 1131 1174 366 500 619 724 818 899 970 1031 1084 1129 335 463 575 677 768 849 921 983 1038 1085 430 537 634 723 803 875 938 994 1043 401 503 597 683 761 832 895 952 1003 374 473 563 646 723 792 856 913 964 349 446 532 613 687 756 819 876 928 328 422 504 582 655 722 784 841 893 310 400 479 554 625 691 752 808 860 380 456 529 597 662 721 777 785 361 436 506 572 635 693 709 709 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 53 54 55 55 56 56 57 58 59 59 60 61 61 59 60 62 63 63 64 65 66 61 62 64 65 66 67 68 69 69 62 64 65 67 68 69 70 71 72 73 62 65 66 68 69 71 72 73 74 75 63 65 67 69 70 72 73 74 75 76 65 67 69 71 72 74 75 76 78 65 67 69 71 73 74 76 77 78 64 67 69 71 73 75 76 78 79 64 66 69 71 73 74 76 78 79 63 66 68 70 72 74 76 78 79 62 65 67 70 72 74 76 77 79 64 67 69 71 73 75 77 79 63 66 68 70 73 75 76 78 See page 18 for footnotes 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 675 868 1018 1134 1221 1289 593 775 924 1044 1140 1215 1275 527 698 843 964 1063 1144 1210 1264 474 633 772 892 993 1077 1148 1207 1256 659 849 996 1108 1192 1256 577 757 903 1019 1110 1182 1238 511 680 822 939 1034 1111 1173 1223 458 615 752 868 964 1044 1111 1165 1210 643 831 974 1082 1162 1222 561 738 881 993 1080 1147 1200 495 662 801 914 1004 1076 1134 1181 442 598 731 843 935 1010 1072 1122 1163 430 578 711 828 928 1015 1088 1150 1203 1249 414 561 691 804 901 983 1052 1109 1158 1199 398 544 671 780 872 949 1013 1066 1110 1147 390 532 658 771 870 957 1032 1097 1153 1201 375 515 639 748 843 926 996 1056 1108 1152 360 498 619 724 815 893 958 1013 1060 1099 356 492 612 720 817 903 979 1046 1104 1155 341 475 593 698 792 873 945 1006 1060 1106 327 458 573 675 764 841 907 964 1012 1053 No Uplift 3'-6" 10 psf Span Length (ft-in.) 3'-0" 20 psf HILTI X-ENP-19 Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 457 571 675 770 855 930 998 1057 1110 427 535 635 726 810 885 953 1013 1067 397 503 598 687 769 843 910 971 1026 372 474 566 652 731 804 871 932 987 349 449 537 619 696 768 834 895 950 330 426 510 590 665 735 800 860 875 404 486 563 635 704 768 785 785 384 463 538 608 675 709 709 709 441 552 654 745 826 897 959 1014 1062 411 516 614 702 782 852 915 971 1020 383 485 578 664 741 811 874 930 980 357 456 546 629 705 773 836 892 942 335 431 517 597 671 738 800 856 906 316 408 491 568 640 706 766 822 872 387 467 541 611 676 735 785 785 368 445 517 585 648 706 709 709 424 533 631 718 794 860 917 967 1009 394 497 592 676 751 817 874 924 968 367 466 557 638 712 777 834 884 928 343 438 525 604 676 739 796 847 891 321 413 496 573 642 705 761 811 856 301 390 470 544 612 673 729 778 823 369 446 518 584 644 698 747 785 350 425 494 558 616 670 709 709 See page 18 for footnotes 64 VP1 VULCRAFT www.vulcraft.com 1.5PLB22 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 627 812 951 1055 1131 1188 544 720 859 966 1049 1112 1161 479 643 779 887 973 1040 1094 1137 426 580 710 817 904 974 1031 1077 1114 40 psf 610 793 928 1027 1099 1153 528 701 836 938 1016 1075 1121 463 625 756 859 940 1003 1052 1091 410 561 687 790 871 936 988 1030 1063 50 psf 594 773 904 999 1067 1117 512 682 812 910 983 1038 1079 447 606 732 831 906 964 1009 1044 394 542 664 761 837 897 943 980 1010 60 psf 578 753 880 970 1034 1080 496 662 788 880 948 999 1037 430 586 708 801 871 923 964 995 377 523 640 731 801 854 896 928 954 70 psf 561 733 855 940 1000 1043 479 642 762 849 912 959 993 414 566 682 769 833 881 917 944 361 503 614 698 762 810 846 874 896 80 psf Span Length (ft-in.) 3'-0" 545 713 829 910 965 1005 462 621 736 817 875 917 948 397 545 656 736 794 836 868 892 344 482 586 664 721 762 793 817 835 382 526 650 755 842 913 972 1020 1060 1093 366 507 628 728 809 875 929 972 1007 1036 350 489 605 699 775 835 883 921 951 976 333 469 580 669 738 791 833 866 892 913 317 449 554 636 698 745 781 808 830 847 300 428 526 600 654 694 724 747 764 778 346 480 598 700 786 858 918 967 1009 1044 330 462 576 673 754 820 874 918 955 985 313 443 553 645 719 779 827 865 897 922 297 424 529 614 681 734 775 808 834 855 280 404 503 580 639 685 720 747 768 785 263 382 474 542 593 631 659 680 697 710 312 440 553 651 735 807 867 918 961 997 297 422 531 625 703 769 823 868 905 936 282 404 509 596 668 727 775 813 845 871 266 385 484 565 630 681 722 754 780 801 249 364 457 530 586 629 663 688 709 725 232 342 427 490 537 571 597 617 631 643 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 406 513 607 689 760 820 872 915 952 376 478 568 648 717 777 829 873 910 350 446 533 611 679 738 789 833 871 327 419 502 577 643 701 751 795 833 306 393 474 546 610 667 717 760 798 287 371 448 518 580 635 684 727 765 350 424 492 552 606 654 697 734 332 403 468 527 579 626 668 705 388 492 581 658 722 776 821 859 890 359 457 543 617 680 733 778 815 847 332 426 508 580 641 693 737 775 806 309 398 477 546 605 656 700 736 768 288 373 449 515 573 622 664 700 731 270 350 423 487 542 590 631 667 697 370 469 553 623 680 727 765 797 822 340 434 514 582 637 683 720 751 777 314 403 480 544 598 642 678 708 733 291 375 448 510 561 603 639 668 692 351 445 521 583 633 672 703 728 748 321 409 482 541 588 625 655 679 698 HILTI X-ENP-19 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 330 417 485 538 578 609 633 652 667 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 65 1.5PLB20 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 808 1050 1229 1359 1454 1523 712 944 1125 1264 1370 1450 1512 634 853 1033 1176 1289 1377 1447 1503 571 777 951 1095 1212 1307 1383 1445 1495 519 712 880 1022 1141 1240 1321 1388 1443 1489 475 656 817 956 1075 1176 1261 1332 1391 1442 435 608 761 897 1015 1117 1204 1278 1341 1394 566 712 844 960 1061 1150 1226 1291 1348 529 669 795 909 1010 1099 1176 1244 1303 497 630 752 863 962 1051 1129 1198 1259 467 595 712 820 918 1006 1085 1155 1217 439 563 676 781 877 964 1043 1113 1176 414 535 644 745 839 925 1003 1074 1137 509 614 712 804 888 966 1036 1050 485 587 682 771 854 930 947 947 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 75 77 79 80 81 82 79 81 83 85 86 87 88 81 84 86 88 90 91 93 94 82 85 88 90 92 94 96 97 98 82 86 89 92 94 96 98 100 101 102 82 86 90 92 95 97 99 101 103 105 81 86 89 93 95 98 100 102 104 106 85 89 92 95 98 101 103 105 107 84 88 92 95 98 101 103 105 107 83 87 91 94 97 100 103 105 107 81 86 90 93 97 100 102 105 107 80 84 88 92 96 99 102 104 107 78 83 87 91 95 98 101 103 106 81 86 90 93 97 100 103 105 80 84 88 92 95 99 101 104 See page 18 for footnotes 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 860 1117 1308 1446 1547 1621 757 1004 1197 1345 1457 1543 1608 675 908 1099 1251 1371 1465 1540 1598 608 827 1012 1165 1290 1390 1471 1537 1591 843 1098 1284 1418 1514 1585 741 985 1174 1317 1424 1506 1568 659 889 1076 1224 1338 1428 1498 1553 592 808 990 1138 1258 1353 1429 1491 1540 827 1078 1260 1389 1482 1549 725 966 1150 1288 1391 1468 1526 643 870 1053 1195 1305 1389 1455 1506 576 790 967 1111 1225 1315 1386 1443 1488 552 758 936 1087 1214 1319 1405 1476 1535 1584 536 740 915 1062 1183 1282 1363 1430 1484 1529 520 721 893 1035 1150 1244 1320 1381 1431 1472 506 698 869 1017 1144 1251 1341 1417 1480 1534 490 680 848 992 1114 1216 1300 1370 1429 1478 474 663 827 966 1082 1178 1257 1322 1375 1419 463 647 810 954 1080 1188 1280 1359 1426 1483 448 629 790 930 1051 1153 1240 1313 1375 1427 433 612 769 904 1020 1117 1197 1265 1321 1368 No Uplift 3'-6" 10 psf Span Length (ft-in.) 3'-0" 20 psf HILTI X-ENP-19 Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 602 758 897 1021 1129 1223 1304 1374 1434 563 711 846 967 1074 1169 1251 1323 1386 528 670 800 918 1024 1118 1201 1275 1340 497 633 758 873 977 1070 1154 1228 1295 467 599 720 831 933 1026 1109 1184 1251 440 569 685 793 893 984 1067 1142 1170 541 653 758 855 945 1027 1050 1050 516 624 726 820 908 947 947 947 585 738 874 993 1095 1184 1259 1323 1378 546 692 823 940 1042 1131 1207 1274 1331 511 651 778 891 992 1081 1158 1226 1285 481 614 736 847 946 1034 1112 1181 1241 453 581 698 806 903 991 1069 1138 1199 426 551 664 769 864 950 1028 1097 1159 523 633 734 827 912 989 1050 1050 498 604 702 793 877 947 947 947 567 717 849 963 1060 1142 1211 1269 1319 529 672 799 910 1007 1089 1160 1220 1271 494 631 754 863 958 1041 1112 1173 1226 464 594 713 819 913 995 1066 1128 1182 437 561 676 779 871 952 1024 1086 1141 412 532 642 742 832 913 984 1046 1101 505 611 708 796 875 946 1008 1050 480 583 677 763 841 910 947 947 See page 18 for footnotes 66 VP1 VULCRAFT www.vulcraft.com 1.5PLB20 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 811 1058 1235 1360 1448 1512 709 946 1126 1259 1357 1429 1484 626 851 1029 1166 1270 1350 1411 1458 560 771 944 1082 1190 1275 1341 1393 1435 40 psf 794 1038 1210 1330 1414 1474 692 926 1101 1228 1321 1390 1441 610 832 1004 1136 1234 1309 1366 1409 543 752 920 1052 1154 1233 1294 1342 1380 50 psf 778 1018 1185 1300 1379 1436 676 906 1075 1197 1285 1349 1396 594 812 979 1104 1197 1267 1319 1359 527 732 895 1021 1117 1190 1246 1289 1323 60 psf 761 997 1159 1269 1344 1397 659 885 1049 1165 1248 1308 1351 577 791 953 1072 1159 1223 1271 1308 510 712 869 988 1078 1145 1195 1234 1265 70 psf 744 976 1132 1237 1308 1358 642 864 1022 1132 1210 1265 1305 560 770 926 1038 1119 1178 1222 1255 494 691 842 954 1037 1098 1143 1178 1205 80 psf Span Length (ft-in.) 3'-0" 728 954 1105 1204 1272 1318 625 842 994 1099 1171 1222 1259 544 749 898 1003 1078 1132 1171 1201 477 670 814 918 994 1048 1089 1120 1143 504 703 870 1006 1116 1204 1274 1330 1376 1413 488 684 846 977 1081 1162 1227 1278 1318 1351 472 664 822 946 1043 1118 1177 1223 1259 1288 455 644 796 913 1003 1072 1124 1165 1197 1223 439 624 769 879 961 1023 1069 1105 1133 1155 422 602 740 842 916 971 1012 1043 1066 1085 458 644 805 939 1049 1138 1211 1270 1319 1358 442 626 781 910 1013 1096 1163 1216 1260 1295 425 606 757 879 976 1052 1112 1160 1198 1228 409 586 732 846 935 1004 1058 1100 1133 1159 392 566 704 811 892 953 1000 1036 1065 1087 375 544 675 773 845 899 939 970 993 1012 418 594 747 878 987 1077 1152 1213 1264 1306 402 575 724 849 952 1035 1103 1159 1203 1240 386 556 700 819 914 990 1051 1100 1139 1171 369 536 675 786 873 942 996 1038 1071 1098 353 516 647 750 829 889 935 971 999 1022 336 494 618 711 780 832 871 900 923 941 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 550 696 823 931 1021 1096 1159 1212 1256 511 651 773 879 969 1045 1109 1162 1208 477 610 729 832 921 996 1061 1115 1162 446 574 688 789 876 951 1016 1071 1118 419 541 652 749 835 909 973 1029 1076 395 512 618 713 797 870 934 989 1037 485 587 680 761 833 896 951 999 460 559 649 729 799 861 916 947 531 674 795 896 979 1048 1104 1150 1188 493 629 746 845 927 996 1053 1100 1139 459 589 702 798 879 948 1004 1052 1092 428 553 662 755 835 903 959 1007 1047 401 520 625 716 794 860 917 964 1004 377 491 592 680 756 821 877 924 964 464 561 647 721 785 839 885 925 440 533 616 688 750 804 849 888 512 650 765 858 934 995 1044 1084 1117 474 605 716 807 882 942 992 1032 1065 440 565 672 760 833 893 942 982 1015 410 529 632 718 789 847 896 935 968 383 497 595 678 747 804 852 891 923 359 468 562 642 709 764 810 848 880 493 625 732 817 884 937 980 1013 1040 454 580 683 765 831 883 925 958 985 420 540 638 718 781 832 873 906 932 390 504 598 674 735 784 824 855 881 363 471 561 634 692 739 777 808 832 472 597 695 771 830 875 910 937 959 434 552 645 718 774 818 851 878 899 400 511 600 669 722 763 796 821 841 369 475 558 623 673 712 742 766 785 450 566 655 720 769 806 834 856 873 411 520 603 664 710 745 771 791 807 HILTI X-ENP-19 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 67 1.5PLB19 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 971 1268 1480 1628 1733 1808 857 1144 1362 1523 1642 1730 1797 765 1038 1256 1424 1553 1652 1728 1788 690 948 1161 1332 1468 1575 1660 1727 1781 628 870 1077 1248 1387 1500 1592 1665 1726 1775 575 803 1002 1171 1312 1429 1525 1605 1670 1725 530 745 936 1101 1243 1362 1462 1545 1615 1674 694 877 1038 1178 1298 1401 1488 1561 1624 650 824 981 1119 1239 1343 1432 1509 1575 610 777 929 1064 1183 1288 1379 1458 1527 575 735 881 1013 1131 1236 1328 1409 1480 543 696 838 967 1083 1187 1280 1362 1434 513 662 798 924 1038 1141 1234 1316 1390 630 762 884 996 1098 1190 1273 1324 601 728 847 957 1057 1149 1195 1195 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 98 102 104 107 108 110 102 106 109 112 114 116 118 103 108 112 115 118 120 123 124 103 109 113 117 121 123 126 128 130 103 109 114 118 122 125 128 130 133 135 101 108 114 118 122 126 129 132 134 137 100 107 113 118 122 126 130 133 136 138 105 111 117 122 126 130 133 136 139 103 110 116 121 125 129 133 136 139 101 108 114 119 124 128 132 135 138 99 106 112 118 123 127 131 135 138 97 104 110 116 121 126 130 134 137 95 102 108 114 119 124 128 132 136 100 106 112 118 122 127 131 135 98 104 110 116 121 125 129 133 See page 18 for footnotes 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1033 1349 1574 1732 1843 1923 912 1217 1449 1620 1747 1841 1911 814 1105 1336 1515 1652 1757 1839 1902 734 1008 1235 1417 1561 1675 1765 1837 1894 1017 1329 1549 1702 1809 1886 896 1198 1424 1590 1712 1802 1869 798 1085 1312 1485 1617 1718 1794 1854 718 989 1212 1388 1527 1635 1720 1788 1841 1000 1309 1524 1672 1775 1848 879 1178 1399 1560 1676 1762 1825 782 1066 1287 1455 1581 1677 1749 1805 702 970 1188 1359 1492 1594 1674 1737 1786 668 926 1145 1327 1476 1596 1693 1772 1836 1888 652 907 1123 1300 1442 1557 1648 1722 1781 1829 635 888 1100 1271 1407 1516 1601 1670 1725 1769 612 854 1066 1246 1396 1520 1623 1707 1777 1835 596 836 1044 1219 1363 1482 1578 1657 1722 1775 580 818 1022 1191 1329 1441 1532 1605 1664 1713 564 792 995 1172 1322 1449 1555 1644 1718 1781 548 775 974 1146 1290 1411 1511 1594 1663 1721 532 757 952 1118 1257 1371 1465 1542 1605 1658 No Uplift 3'-6" 10 psf Span Length (ft-in.) 3'-0" 20 psf HILTI X-ENP-19 Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 738 933 1104 1253 1381 1490 1583 1661 1728 691 877 1043 1190 1318 1428 1524 1605 1675 649 827 988 1132 1259 1370 1467 1551 1624 612 782 937 1078 1204 1315 1413 1499 1574 578 741 891 1028 1152 1263 1361 1449 1526 546 704 849 983 1104 1214 1313 1400 1475 670 810 940 1060 1168 1266 1324 1324 640 775 901 1018 1125 1195 1195 1195 721 912 1079 1223 1344 1447 1533 1606 1667 674 857 1019 1160 1282 1386 1475 1551 1615 632 807 964 1103 1224 1329 1420 1497 1564 595 762 914 1050 1170 1275 1367 1446 1515 561 722 869 1001 1120 1224 1316 1397 1468 531 685 827 956 1073 1177 1269 1350 1422 652 789 915 1029 1132 1224 1305 1324 621 754 876 988 1090 1181 1195 1195 703 891 1053 1190 1305 1402 1481 1548 1604 656 836 993 1129 1244 1342 1424 1493 1551 614 786 939 1072 1187 1285 1369 1440 1500 577 742 890 1020 1134 1232 1317 1389 1451 544 702 845 972 1085 1182 1267 1341 1404 514 666 804 928 1038 1136 1221 1295 1359 633 766 887 996 1092 1177 1251 1316 602 731 849 956 1051 1135 1195 1195 See page 18 for footnotes 68 VP1 VULCRAFT www.vulcraft.com 1.5PLB19 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 984 1288 1498 1641 1740 1810 863 1157 1374 1529 1640 1721 1781 765 1046 1262 1424 1545 1635 1703 1755 686 951 1163 1328 1455 1552 1627 1685 1731 40 psf 967 1267 1472 1610 1705 1771 847 1137 1347 1497 1603 1680 1736 749 1026 1236 1392 1507 1592 1656 1704 669 931 1138 1297 1417 1508 1578 1632 1674 50 psf 951 1246 1445 1578 1669 1732 830 1116 1321 1464 1566 1638 1691 732 1005 1210 1359 1468 1548 1607 1652 653 911 1112 1264 1378 1463 1527 1577 1615 60 psf 934 1225 1418 1546 1632 1692 813 1095 1293 1431 1527 1595 1645 716 984 1183 1326 1428 1503 1558 1599 636 890 1085 1230 1337 1416 1475 1521 1556 70 psf 917 1203 1391 1513 1595 1651 796 1073 1265 1397 1488 1552 1598 699 963 1155 1291 1387 1457 1508 1546 620 869 1057 1195 1295 1368 1422 1463 1495 80 psf Span Length (ft-in.) 3'-0" 900 1181 1363 1480 1558 1611 779 1051 1237 1362 1448 1507 1550 682 941 1126 1255 1345 1409 1456 1491 603 847 1028 1158 1251 1318 1367 1404 1432 619 869 1076 1241 1371 1473 1553 1617 1667 1708 603 850 1051 1210 1333 1429 1503 1561 1607 1644 587 830 1025 1177 1294 1383 1451 1504 1546 1579 570 810 999 1143 1252 1335 1397 1445 1483 1512 554 789 971 1108 1209 1284 1341 1384 1418 1444 537 767 942 1070 1164 1232 1283 1321 1351 1374 564 799 998 1162 1293 1399 1483 1550 1605 1649 547 780 974 1131 1256 1354 1432 1494 1543 1583 531 760 949 1099 1216 1308 1379 1435 1479 1515 515 740 923 1065 1175 1258 1323 1373 1413 1444 498 719 895 1029 1130 1207 1265 1309 1344 1371 481 698 866 991 1084 1152 1204 1243 1273 1296 516 738 930 1090 1222 1329 1416 1487 1545 1592 500 719 906 1060 1185 1285 1365 1429 1481 1524 484 700 881 1028 1145 1238 1311 1369 1415 1453 467 680 855 994 1103 1188 1254 1305 1346 1379 451 659 827 958 1058 1135 1193 1238 1274 1302 434 638 798 919 1010 1078 1129 1168 1198 1222 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 685 868 1025 1156 1264 1353 1426 1487 1537 638 814 966 1095 1204 1294 1369 1431 1484 597 765 913 1039 1147 1238 1314 1378 1432 560 721 864 988 1095 1186 1263 1328 1383 527 681 820 941 1046 1136 1214 1280 1336 497 645 779 897 1001 1090 1167 1234 1291 612 742 857 958 1047 1124 1190 1248 582 707 820 919 1006 1083 1149 1195 666 845 996 1119 1220 1302 1368 1422 1467 620 791 937 1059 1160 1242 1310 1366 1412 578 743 884 1004 1104 1187 1255 1312 1359 542 699 836 953 1052 1134 1203 1261 1309 509 659 792 906 1003 1085 1154 1212 1261 479 624 752 863 958 1039 1108 1166 1215 591 715 823 916 996 1064 1122 1171 561 681 786 877 956 1023 1080 1129 647 821 964 1080 1173 1247 1306 1354 1393 601 767 906 1020 1112 1187 1247 1296 1336 560 719 853 965 1056 1131 1191 1241 1281 523 675 806 914 1004 1078 1138 1188 1229 490 636 762 868 956 1028 1088 1138 1179 460 600 722 824 910 982 1041 1090 1131 568 685 784 868 938 996 1045 1085 538 651 747 829 897 954 1002 1041 627 795 930 1038 1122 1188 1241 1282 1316 581 741 872 977 1061 1127 1179 1222 1256 540 693 820 922 1004 1069 1122 1164 1198 503 650 772 871 951 1015 1067 1108 1142 471 611 728 824 902 964 1015 1056 1089 441 575 687 780 855 916 965 1005 1038 607 767 894 992 1067 1125 1171 1206 1235 560 714 836 931 1005 1062 1107 1142 1170 519 665 782 874 946 1002 1046 1081 1108 483 622 734 822 891 945 988 1022 1049 450 582 689 774 840 892 933 965 991 585 738 854 942 1008 1058 1097 1126 1150 539 683 795 879 943 991 1029 1058 1080 497 635 740 821 882 928 964 991 1013 461 590 690 766 824 867 901 927 948 HILTI X-ENP-19 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 69 1.5PLB18 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 1122 1468 1708 1873 1986 2066 992 1329 1578 1759 1889 1984 2055 886 1208 1459 1650 1793 1901 1983 2046 800 1105 1353 1548 1700 1818 1910 1982 2039 728 1016 1257 1454 1612 1737 1837 1917 1981 2034 667 939 1172 1368 1528 1659 1766 1852 1923 1981 615 872 1096 1289 1450 1585 1696 1788 1864 1927 813 1029 1217 1378 1514 1629 1725 1806 1874 761 968 1151 1311 1448 1565 1665 1749 1821 715 913 1091 1248 1385 1504 1606 1694 1769 674 864 1037 1191 1327 1446 1550 1640 1718 637 820 986 1137 1272 1391 1496 1588 1668 604 779 941 1088 1220 1339 1444 1537 1620 742 898 1042 1172 1290 1395 1489 1573 709 860 999 1127 1244 1349 1443 1447 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 121 127 131 134 137 139 124 130 135 140 143 146 148 124 132 138 143 147 150 153 156 123 132 139 145 149 153 157 160 162 122 131 139 145 150 155 159 162 165 168 120 130 138 145 150 155 160 164 167 170 117 128 136 144 150 155 160 164 168 171 125 134 142 149 154 159 164 168 171 123 132 140 147 153 159 163 168 171 120 130 138 145 152 157 162 167 171 117 127 136 143 150 156 161 166 170 114 124 133 141 148 154 159 164 169 111 122 131 138 145 152 157 162 167 119 128 136 143 150 155 161 165 116 125 134 141 147 153 159 164 See page 18 for footnotes 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1193 1562 1817 1992 2113 2198 1055 1413 1679 1871 2010 2111 2186 943 1285 1553 1755 1908 2022 2110 2177 851 1175 1439 1647 1809 1934 2032 2109 2170 1177 1541 1792 1961 2078 2160 1039 1393 1653 1840 1974 2071 2142 927 1266 1528 1724 1871 1981 2064 2128 835 1156 1415 1617 1773 1892 1985 2057 2115 1161 1521 1765 1930 2042 2121 1022 1373 1627 1808 1937 2030 2098 910 1246 1502 1693 1834 1939 2017 2077 819 1137 1390 1586 1735 1850 1937 2005 2058 774 1081 1338 1547 1715 1848 1954 2039 2108 2163 758 1062 1314 1518 1679 1807 1907 1987 2051 2103 742 1043 1290 1487 1642 1764 1859 1933 1993 2041 710 999 1247 1455 1626 1765 1878 1970 2045 2107 694 980 1224 1427 1591 1724 1831 1918 1988 2045 678 962 1201 1397 1555 1682 1782 1863 1928 1981 655 927 1166 1371 1543 1686 1804 1902 1983 2050 639 909 1144 1344 1509 1646 1758 1850 1925 1987 623 891 1122 1315 1474 1604 1709 1795 1865 1922 No Uplift 3'-6" 10 psf Span Length (ft-in.) 3'-0" 20 psf HILTI X-ENP-19 Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 865 1094 1294 1466 1611 1733 1835 1921 1994 809 1030 1225 1394 1540 1665 1771 1861 1937 761 972 1161 1328 1474 1600 1708 1802 1882 717 919 1103 1267 1411 1538 1648 1744 1827 678 872 1049 1210 1353 1480 1591 1689 1774 643 829 1001 1157 1298 1424 1536 1636 1723 790 956 1108 1247 1372 1484 1584 1603 754 914 1063 1199 1323 1435 1447 1447 847 1073 1268 1433 1572 1687 1783 1863 1930 792 1009 1199 1363 1502 1620 1719 1803 1874 743 951 1136 1298 1437 1556 1658 1745 1818 700 899 1079 1237 1376 1496 1599 1688 1765 661 852 1026 1181 1318 1439 1543 1634 1712 626 810 978 1130 1265 1384 1490 1582 1662 771 933 1082 1215 1334 1439 1532 1603 735 893 1037 1168 1285 1390 1447 1447 829 1051 1240 1399 1531 1639 1729 1803 1864 774 987 1172 1330 1462 1573 1665 1742 1807 726 930 1110 1265 1398 1510 1604 1684 1751 683 879 1053 1206 1338 1450 1546 1628 1698 644 832 1001 1151 1281 1394 1491 1575 1646 609 790 954 1100 1229 1341 1439 1523 1596 751 910 1053 1179 1291 1389 1474 1548 716 870 1009 1133 1244 1342 1427 1447 See page 18 for footnotes 70 VP1 VULCRAFT www.vulcraft.com 1.5PLB18 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 1144 1500 1739 1898 2007 2082 1006 1352 1601 1776 1899 1988 2053 894 1226 1476 1661 1796 1895 1970 2026 802 1117 1365 1554 1697 1805 1888 1952 2001 40 psf 1127 1478 1712 1866 1970 2042 989 1331 1574 1743 1861 1946 2007 878 1205 1450 1628 1757 1851 1921 1974 786 1097 1339 1521 1658 1760 1838 1897 1943 50 psf 1111 1457 1684 1834 1934 2002 973 1310 1546 1710 1823 1903 1961 861 1184 1422 1594 1717 1806 1872 1921 769 1076 1312 1488 1617 1714 1786 1841 1884 60 psf 1094 1435 1657 1801 1896 1962 956 1288 1518 1675 1783 1859 1914 844 1163 1395 1559 1676 1760 1822 1868 753 1055 1284 1453 1576 1666 1733 1784 1823 70 psf 1077 1412 1628 1767 1859 1921 939 1266 1490 1641 1743 1815 1866 828 1141 1366 1524 1634 1713 1771 1813 736 1034 1256 1417 1533 1617 1679 1726 1762 80 psf Span Length (ft-in.) 3'-0" 1060 1390 1600 1733 1821 1880 922 1244 1461 1605 1703 1770 1818 811 1119 1337 1487 1592 1665 1719 1758 719 1012 1226 1379 1488 1567 1624 1667 1699 726 1023 1265 1456 1605 1719 1808 1878 1934 1978 710 1004 1240 1424 1565 1674 1757 1822 1873 1913 693 983 1214 1391 1525 1626 1704 1763 1810 1847 677 963 1187 1356 1482 1577 1649 1704 1746 1780 660 942 1158 1319 1438 1526 1592 1642 1681 1711 643 920 1129 1282 1393 1474 1534 1579 1613 1640 662 943 1177 1367 1518 1637 1732 1807 1867 1915 645 923 1152 1335 1479 1591 1679 1749 1804 1848 629 903 1126 1302 1438 1543 1625 1688 1739 1779 613 883 1100 1268 1396 1493 1568 1626 1671 1707 596 862 1072 1231 1351 1441 1509 1562 1602 1634 579 840 1042 1193 1304 1387 1448 1495 1531 1559 607 872 1098 1286 1438 1560 1659 1738 1802 1854 591 853 1074 1255 1399 1514 1606 1679 1737 1784 574 833 1049 1222 1359 1466 1550 1617 1670 1712 558 813 1022 1187 1316 1415 1492 1552 1600 1638 542 793 994 1151 1271 1362 1431 1485 1527 1560 525 771 965 1112 1223 1305 1367 1415 1452 1481 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 810 1028 1211 1363 1488 1589 1672 1739 1795 756 965 1144 1295 1420 1523 1608 1678 1737 708 908 1083 1231 1356 1460 1547 1620 1681 665 857 1026 1172 1297 1401 1490 1564 1627 626 811 975 1118 1241 1346 1435 1511 1575 591 769 928 1068 1189 1294 1383 1460 1525 731 885 1021 1141 1244 1334 1411 1477 696 845 978 1095 1198 1287 1364 1431 792 1004 1181 1325 1442 1536 1611 1673 1723 737 942 1114 1257 1374 1470 1547 1611 1663 689 885 1053 1194 1311 1407 1487 1552 1606 647 835 998 1136 1252 1349 1429 1495 1551 608 789 947 1082 1197 1293 1374 1442 1498 574 747 900 1033 1146 1241 1322 1390 1447 709 857 987 1098 1192 1273 1341 1399 674 818 944 1053 1146 1226 1294 1352 772 979 1149 1285 1393 1480 1548 1604 1648 718 917 1083 1217 1326 1413 1483 1540 1586 671 861 1022 1155 1263 1350 1422 1480 1527 628 811 967 1097 1204 1291 1363 1422 1470 590 765 916 1043 1149 1236 1307 1367 1416 555 724 870 994 1097 1184 1255 1314 1363 686 827 948 1049 1134 1205 1264 1313 651 788 905 1004 1088 1158 1216 1265 752 953 1115 1242 1342 1420 1482 1531 1570 699 891 1049 1174 1274 1353 1415 1465 1506 651 836 988 1112 1210 1289 1352 1402 1444 608 786 933 1054 1151 1229 1292 1343 1384 570 740 883 1000 1095 1172 1235 1285 1327 536 699 836 950 1043 1119 1180 1231 1272 661 794 904 995 1069 1129 1178 1219 626 754 861 949 1021 1080 1128 1168 732 926 1078 1196 1287 1358 1412 1455 1489 678 864 1012 1128 1218 1288 1343 1386 1421 631 808 952 1065 1153 1222 1277 1320 1355 588 758 896 1006 1092 1161 1214 1257 1292 550 712 845 951 1036 1102 1155 1197 1231 516 671 798 901 982 1047 1098 1139 1172 710 896 1039 1147 1229 1291 1339 1376 1405 657 834 972 1078 1158 1219 1266 1303 1332 609 778 911 1013 1091 1151 1197 1233 1262 567 728 855 953 1028 1086 1131 1166 1194 528 682 803 897 969 1024 1067 1101 1128 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 71 HILTI X-ENP-19 Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1.5PLB with #12 Screws 1.5PLB22 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 432 544 609 647 671 687 388 504 576 622 652 672 685 351 467 545 596 631 655 672 684 320 434 515 570 609 637 657 672 683 293 404 486 545 588 619 642 659 672 682 270 377 460 521 567 600 626 645 660 672 250 353 435 498 546 582 610 631 648 661 332 412 476 525 564 594 617 635 650 312 391 455 506 546 578 603 623 639 295 372 436 487 529 562 588 610 627 279 354 417 469 512 546 574 597 616 265 338 400 452 495 531 560 584 604 252 323 384 436 480 516 546 571 592 309 369 421 465 502 533 559 581 296 355 406 450 488 520 546 569 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 9 9 9 9 9 9 10 10 10 10 10 10 10 11 11 11 11 11 12 12 12 12 12 12 13 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 14 15 15 16 16 16 16 16 16 17 16 16 16 17 17 17 17 17 18 16 17 17 18 18 18 18 18 19 17 17 18 18 19 19 19 19 20 17 18 19 19 19 20 20 20 20 18 19 19 20 20 20 21 21 21 18 19 20 20 21 21 22 22 22 19 20 21 21 22 22 23 23 20 21 21 22 22 23 23 23 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 459 578 647 689 714 731 413 536 613 662 693 714 729 373 497 579 634 671 696 714 728 340 462 547 607 648 678 699 715 726 454 572 639 679 704 721 405 526 601 647 677 697 711 364 485 564 615 649 673 689 701 329 447 529 584 622 649 667 681 692 431 541 601 636 657 671 382 494 561 600 625 641 653 341 453 523 566 594 613 625 635 306 416 488 534 564 585 599 609 617 312 430 517 580 625 658 682 701 715 725 300 414 497 555 596 625 646 662 674 683 277 383 455 503 535 557 573 585 593 600 287 401 489 554 603 639 666 686 702 715 275 385 467 527 570 602 625 642 656 666 252 354 426 475 508 532 548 560 570 577 266 376 463 530 581 619 649 671 689 703 253 359 440 501 546 579 604 623 638 649 230 328 399 448 482 507 524 537 547 554 No Uplift 3'-6" 10 psf #12 SCREWS Span Length (ft-in.) 3'-0" 20 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 353 439 506 559 600 631 656 676 692 332 416 484 538 581 614 641 662 680 314 396 463 518 562 598 626 649 667 297 377 444 499 544 581 611 635 655 282 360 426 481 527 565 596 622 643 268 343 409 464 510 549 581 608 630 329 393 448 494 534 567 595 618 315 378 432 479 519 553 581 606 335 416 477 523 558 584 604 620 632 314 393 454 501 537 564 586 603 616 296 372 433 480 517 546 568 586 600 279 353 413 461 498 527 551 569 584 263 336 395 442 480 510 534 553 568 249 320 378 425 463 493 518 537 553 305 362 409 447 477 502 522 539 291 347 393 431 462 487 508 524 305 375 424 458 483 501 514 524 532 285 352 401 435 460 479 492 503 511 266 332 379 414 439 457 471 482 490 249 313 359 393 418 437 451 461 469 234 295 341 374 399 417 431 441 450 220 279 323 356 380 398 412 422 430 264 307 339 362 380 393 403 411 251 292 322 345 362 375 385 392 See page 18 for footnotes 72 VP1 VULCRAFT www.vulcraft.com 1.5PLB22 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 407 508 561 591 608 620 358 461 518 551 571 584 593 316 419 478 514 535 550 559 566 282 382 442 478 501 516 527 534 540 40 psf 382 474 520 544 559 568 332 425 473 500 515 525 532 291 382 430 458 474 484 491 496 256 343 391 418 434 444 451 456 459 50 psf 356 438 476 496 507 514 306 387 425 446 457 464 469 264 341 378 397 409 415 420 423 228 299 334 351 362 368 372 375 377 60 psf 329 400 431 446 455 460 278 345 374 389 397 402 405 234 295 321 333 340 344 347 348 196 248 269 279 284 287 289 291 292 227 319 378 415 438 454 465 473 478 483 201 278 321 345 359 368 374 379 382 384 171 226 251 264 270 275 277 279 280 281 130 157 167 170 172 173 174 175 175 175 206 293 350 386 409 424 435 443 449 453 179 250 289 311 324 332 337 341 344 346 146 192 211 220 225 228 230 231 232 233 95 109 113 115 115 116 116 116 116 116 300 360 384 395 401 405 247 299 320 329 334 337 339 200 242 258 264 268 270 272 272 157 186 196 200 202 203 204 204 205 253 349 408 445 469 485 495 503 509 513 227 309 355 380 396 406 412 417 420 423 198 262 292 307 316 321 324 327 328 330 162 203 218 225 228 231 232 233 233 234 113 128 133 134 135 135 136 136 136 136 270 317 334 342 346 349 212 249 261 267 270 271 272 159 182 189 192 193 194 195 195 103 112 115 115 116 116 116 116 116 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 270 324 359 381 396 407 414 420 424 249 300 333 354 369 379 386 391 395 230 278 309 329 342 352 358 363 367 212 257 286 304 317 325 331 335 339 196 237 264 280 291 299 304 308 311 180 218 242 257 266 273 277 281 283 200 221 233 241 247 251 254 256 182 199 210 217 221 224 226 228 224 259 278 289 296 300 303 306 307 200 229 245 254 260 264 266 268 269 176 201 213 220 224 227 229 230 231 153 171 180 185 188 190 192 192 193 128 141 147 150 152 153 154 154 155 102 109 112 114 114 115 115 116 116 158 171 177 180 182 183 184 184 184 122 129 132 134 134 135 135 136 136 #12 SCREWS 3'-6" 70 psf Span Length (ft-in.) 3'-0" 80 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 73 1.5PLB20 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 553 692 766 807 832 848 500 647 731 781 812 832 846 454 604 697 754 791 816 833 845 415 564 663 727 769 798 818 833 844 382 528 630 699 746 779 803 820 833 843 353 496 599 672 724 760 787 807 822 833 327 466 570 646 701 741 771 793 810 823 439 543 621 679 722 754 778 797 812 414 517 597 657 702 737 764 785 801 392 494 573 635 683 720 749 772 790 372 471 551 615 664 703 734 758 778 354 451 531 595 646 686 719 745 766 337 432 511 576 628 670 704 731 754 414 492 557 610 654 689 718 742 398 475 540 593 638 674 704 729 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 14 14 14 14 14 14 15 16 16 16 16 16 16 17 17 18 18 18 18 18 18 18 19 19 20 20 20 20 20 20 19 20 21 21 22 22 22 22 22 22 20 21 22 23 23 23 24 24 24 24 21 23 23 24 24 25 25 25 26 26 23 24 25 26 26 27 27 27 27 24 25 26 27 27 28 28 29 29 25 26 27 28 29 29 30 30 30 25 27 28 29 30 30 31 31 31 26 28 29 30 31 31 32 32 33 26 28 29 30 31 32 33 33 34 28 30 31 32 33 34 34 35 29 30 32 33 34 34 35 36 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 588 736 815 859 885 902 532 688 778 831 864 886 900 483 642 741 802 842 868 886 899 442 600 705 773 818 849 871 886 898 582 728 804 847 872 889 522 675 761 812 843 863 877 471 626 720 777 813 837 853 865 428 582 680 743 783 811 830 844 854 552 687 754 791 812 826 492 633 708 751 776 792 803 442 584 665 712 741 760 772 781 399 539 624 675 707 727 742 752 759 406 562 670 744 794 829 854 873 886 897 391 542 643 709 754 785 806 822 834 843 362 500 586 639 673 696 712 723 731 737 375 527 637 715 770 809 837 858 874 887 359 505 608 678 726 759 783 801 814 824 330 464 550 606 642 666 683 695 704 710 348 496 606 687 746 788 820 844 862 876 331 473 576 648 698 734 760 780 794 805 302 432 518 574 611 637 654 667 677 684 No Uplift 3'-6" 10 psf #12 SCREWS Span Length (ft-in.) 3'-0" 20 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 467 577 660 722 768 802 828 848 864 441 550 635 699 747 784 813 835 852 417 525 610 676 727 766 797 821 840 396 502 587 654 707 748 781 807 828 376 480 564 633 687 730 765 792 815 358 459 544 612 668 713 749 778 802 440 524 593 649 695 733 764 789 423 505 574 631 679 717 749 776 444 546 619 672 710 738 759 774 787 417 518 592 646 686 716 738 755 768 393 492 567 622 663 694 718 736 750 372 468 543 599 641 673 698 717 732 352 447 520 577 620 653 679 699 715 334 426 499 556 600 634 660 681 697 407 480 536 580 615 642 663 680 390 461 517 562 597 624 646 664 403 488 545 583 609 627 640 650 658 377 460 517 555 582 600 614 624 632 353 435 491 529 556 575 589 599 607 332 411 466 504 531 550 564 574 582 312 389 443 480 507 526 540 550 558 294 369 421 458 484 502 516 526 534 350 400 436 461 480 493 503 511 332 381 415 440 458 471 481 488 See page 18 for footnotes 74 VP1 VULCRAFT www.vulcraft.com 1.5PLB20 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 521 644 702 733 750 761 461 588 652 687 707 720 728 410 538 605 643 665 679 689 695 367 493 562 601 625 640 650 657 662 40 psf 489 599 648 673 687 696 429 540 593 620 636 645 652 377 488 542 570 586 596 602 607 334 441 494 522 538 548 554 559 562 50 psf 455 552 592 612 623 630 394 489 531 551 562 569 574 342 433 473 492 503 510 514 517 297 381 418 436 445 451 455 458 459 60 psf 420 502 534 549 558 563 357 434 465 479 487 491 494 302 371 398 410 417 421 423 425 254 312 334 343 348 351 353 354 355 299 416 484 524 549 564 575 583 588 592 264 359 406 431 446 455 460 464 467 469 223 288 314 326 333 337 339 341 342 343 167 196 205 209 210 211 212 212 213 213 271 383 450 489 513 529 539 547 552 556 236 323 366 389 401 409 414 418 420 422 191 243 263 272 277 279 281 282 283 284 121 135 138 140 140 141 141 141 141 141 383 450 474 485 491 494 316 374 395 404 409 412 413 256 302 318 324 328 330 331 332 200 231 241 244 246 247 248 249 249 331 452 522 562 586 601 612 619 625 629 297 398 449 476 491 501 507 511 514 517 258 333 365 380 389 394 397 399 401 402 210 254 270 276 279 281 283 283 284 284 143 158 162 164 164 165 165 165 165 165 342 394 411 419 423 425 269 309 321 327 329 331 332 201 225 231 234 235 236 237 237 129 138 140 141 141 141 141 141 141 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 354 417 455 479 494 504 511 517 520 327 387 423 446 460 470 477 482 485 302 359 393 414 427 436 442 447 451 279 332 363 382 395 403 409 413 416 258 306 335 352 363 370 375 379 382 238 282 307 322 331 338 342 345 348 257 279 292 300 305 309 311 313 233 251 262 268 273 276 278 279 290 328 347 358 365 369 372 374 376 258 290 306 315 320 324 326 328 329 226 252 265 272 276 278 280 281 282 195 215 224 228 231 233 234 235 235 163 175 181 184 186 187 187 188 188 127 134 137 139 140 140 140 141 141 199 212 217 220 222 223 224 224 224 152 159 162 163 164 164 165 165 165 101 103 104 105 105 105 105 105 105 #12 SCREWS 3'-6" 70 psf Span Length (ft-in.) 3'-0" 80 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 75 1.5PLB19 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 667 829 911 955 981 998 605 779 874 928 961 982 996 552 731 837 900 939 965 983 995 505 686 799 870 916 947 968 983 994 465 644 763 841 892 927 952 970 983 994 430 606 728 811 868 907 936 956 972 984 400 571 695 782 843 887 919 942 960 973 539 664 754 819 866 901 927 947 962 510 634 727 795 845 883 912 934 951 484 606 700 771 825 865 896 920 939 459 580 675 748 804 847 880 906 927 437 556 651 726 784 829 864 892 914 417 534 628 704 764 811 848 878 901 512 607 683 744 793 832 863 889 493 586 663 725 775 816 849 876 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 19 20 20 20 21 21 22 22 23 23 23 24 24 24 25 25 26 26 26 26 27 25 27 28 28 29 29 29 29 29 27 29 30 30 31 31 32 32 32 32 28 30 31 32 33 33 34 34 34 35 29 31 33 34 35 35 36 36 37 37 32 34 35 36 37 38 38 39 39 33 35 37 38 39 40 40 41 41 34 36 38 39 40 41 42 42 43 35 37 39 41 42 43 43 44 45 35 38 40 42 43 44 45 46 46 35 38 41 42 44 45 46 47 48 39 41 43 45 46 47 48 49 39 42 44 46 47 48 49 50 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 709 882 969 1016 1044 1061 644 829 930 988 1023 1045 1060 587 778 890 957 999 1027 1045 1059 538 730 850 926 975 1007 1030 1046 1058 702 872 957 1002 1029 1046 632 813 910 964 997 1018 1032 572 757 863 926 964 989 1006 1018 521 706 819 888 932 961 981 995 1005 665 822 896 935 957 971 596 761 844 890 917 933 944 536 705 795 846 877 896 909 918 485 653 749 804 838 860 875 885 892 495 685 812 894 949 987 1013 1032 1046 1057 477 660 777 852 900 932 955 971 983 992 442 607 706 764 801 825 841 852 860 867 458 645 775 863 923 965 995 1017 1034 1047 439 618 737 816 868 904 929 948 961 971 404 565 665 726 765 790 807 820 829 836 425 608 739 832 897 944 977 1002 1021 1035 405 579 700 782 838 876 904 924 939 951 371 528 627 690 730 757 775 788 798 805 No Uplift 3'-6" 10 psf #12 SCREWS Span Length (ft-in.) 3'-0" 20 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 574 706 802 871 922 958 986 1007 1024 543 675 773 846 899 939 970 993 1011 514 645 745 820 877 920 953 979 999 489 618 718 796 855 901 936 964 986 465 592 693 772 834 882 919 949 973 443 568 669 749 812 862 902 934 959 545 645 727 792 843 885 918 945 524 623 705 771 825 868 903 931 545 666 750 808 849 879 901 917 930 513 633 719 779 823 854 878 896 909 485 603 690 752 797 830 855 874 889 459 575 662 726 772 807 833 853 869 435 549 636 700 748 784 811 832 849 413 525 611 676 725 762 790 812 829 503 588 653 703 741 770 792 810 482 566 631 681 720 750 773 792 493 592 656 697 724 743 757 767 775 462 560 623 665 693 713 727 737 745 434 530 593 634 663 683 697 708 716 408 502 564 605 634 654 668 679 687 385 475 536 577 606 626 640 651 659 363 451 510 551 579 598 612 623 631 428 486 525 552 571 585 596 604 407 462 500 527 545 559 569 577 See page 18 for footnotes 76 VP1 VULCRAFT www.vulcraft.com 1.5PLB19 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 628 769 833 865 883 894 558 706 776 813 834 847 855 499 648 723 762 786 800 809 816 448 595 672 714 739 754 765 772 777 40 psf 589 714 768 794 808 817 518 647 704 733 749 758 764 458 586 644 674 690 701 707 712 407 530 588 618 634 644 651 655 659 50 psf 548 657 700 721 732 739 476 584 628 650 661 668 672 414 518 560 581 592 598 602 605 361 456 495 514 524 530 534 536 538 60 psf 505 596 630 646 654 659 430 517 549 563 571 576 579 365 442 470 483 489 493 496 497 307 371 394 403 408 411 413 414 415 366 505 582 625 651 667 678 685 691 695 323 433 485 511 526 535 541 545 548 550 272 344 372 384 391 395 397 399 400 401 201 232 241 245 246 247 248 248 249 249 333 466 541 584 609 625 636 643 649 653 289 390 437 461 474 482 487 490 493 495 232 291 311 320 325 327 329 330 331 332 144 159 162 163 164 164 165 165 165 165 459 533 558 569 575 579 379 444 465 474 479 482 484 308 358 374 380 384 386 387 388 240 273 283 286 288 289 290 290 291 404 548 625 669 694 710 721 728 734 737 362 480 535 564 579 589 595 600 603 605 314 399 433 449 457 462 465 467 469 470 253 302 318 324 328 329 331 331 332 332 170 186 190 191 192 193 193 193 193 193 410 466 484 491 495 497 322 365 378 383 385 387 388 239 265 271 274 275 276 277 277 152 161 164 164 165 165 165 165 165 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 431 503 544 569 584 595 602 607 611 399 467 506 530 544 554 561 566 570 369 433 470 492 505 515 521 526 529 341 401 434 454 467 475 481 485 489 315 369 400 418 429 437 442 445 448 290 339 366 382 392 398 402 406 408 309 333 346 354 359 363 366 368 280 299 310 317 321 324 326 327 350 391 411 422 429 433 436 438 440 311 345 362 371 376 380 382 384 385 272 300 313 320 324 326 328 329 330 234 254 264 268 271 273 274 275 275 194 207 213 216 218 219 219 220 220 151 158 161 163 163 164 164 164 165 107 108 108 108 109 109 109 109 236 250 255 258 260 261 262 262 262 180 187 189 191 192 192 192 193 193 119 121 122 122 123 123 123 123 123 #12 SCREWS 3'-6" 70 psf Span Length (ft-in.) 3'-0" 80 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 77 1.5PLB18 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 772 956 1045 1092 1120 1137 703 901 1006 1064 1099 1121 1135 642 848 965 1034 1076 1103 1121 1134 589 798 925 1002 1051 1084 1106 1122 1133 543 751 885 971 1026 1064 1090 1108 1122 1133 503 708 847 939 1000 1043 1072 1094 1110 1123 468 668 810 907 974 1021 1054 1079 1098 1112 632 775 876 948 999 1036 1063 1084 1100 599 742 846 921 976 1017 1047 1070 1088 568 710 817 896 954 998 1031 1056 1076 540 681 789 870 932 978 1014 1041 1063 515 653 762 846 910 959 997 1027 1050 491 627 736 822 888 939 980 1011 1037 603 712 798 866 920 962 996 1023 580 688 776 845 901 945 981 1009 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 26 27 27 28 28 28 29 30 31 31 32 32 32 31 33 34 35 35 35 36 36 33 35 37 38 38 39 39 39 40 35 38 39 40 41 42 42 43 43 43 36 39 41 43 44 45 45 46 46 46 37 41 43 45 46 47 48 48 49 49 42 45 47 48 49 50 51 52 52 43 46 49 50 51 52 53 54 55 44 48 50 52 53 55 55 56 57 45 49 51 53 55 56 57 58 59 45 49 52 55 56 58 59 60 61 45 50 53 56 58 59 61 62 63 50 54 57 59 61 62 64 65 51 54 57 60 62 64 65 66 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 821 1017 1112 1162 1191 1209 747 958 1070 1132 1169 1192 1208 683 902 1027 1100 1144 1173 1193 1207 626 849 984 1066 1119 1153 1177 1193 1206 813 1005 1097 1146 1174 1191 734 939 1046 1105 1139 1161 1175 666 878 996 1063 1104 1130 1148 1160 607 821 947 1022 1069 1099 1120 1135 1145 770 946 1026 1067 1091 1105 692 878 970 1018 1046 1064 1075 624 816 916 970 1002 1023 1036 1045 566 758 864 924 960 982 998 1008 1016 577 799 942 1032 1092 1131 1159 1179 1194 1205 557 769 900 982 1034 1068 1092 1109 1121 1130 516 706 815 879 918 943 960 971 980 986 535 753 901 999 1064 1109 1141 1164 1181 1194 513 721 856 943 999 1037 1064 1083 1097 1108 472 659 770 836 878 904 922 935 945 951 497 711 862 965 1036 1086 1122 1148 1168 1183 474 677 815 905 966 1007 1036 1057 1073 1085 434 616 728 796 839 867 886 900 910 917 No Uplift 3'-6" 10 psf #12 SCREWS Span Length (ft-in.) 3'-0" 20 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 672 824 932 1008 1062 1102 1131 1153 1171 637 789 900 980 1039 1082 1114 1139 1158 604 756 869 953 1015 1061 1096 1124 1145 575 724 839 926 991 1041 1078 1108 1131 547 695 811 900 968 1020 1060 1092 1117 522 667 783 874 944 999 1042 1076 1103 642 757 849 922 979 1024 1060 1088 617 732 825 899 958 1005 1043 1074 638 776 869 933 977 1009 1032 1049 1062 602 739 835 901 948 982 1006 1025 1039 569 705 802 871 920 955 981 1001 1017 539 674 771 841 892 929 957 978 994 512 644 742 813 865 904 933 955 972 486 616 714 786 840 879 910 933 951 591 688 760 815 856 887 911 930 567 663 736 791 832 864 889 909 577 688 757 801 831 851 865 875 883 541 651 721 765 795 816 831 841 850 509 617 686 731 761 782 797 808 817 479 585 653 698 728 749 765 776 784 452 555 622 666 696 717 732 744 752 427 526 592 636 665 686 701 712 720 500 564 606 635 656 670 681 689 475 537 578 606 626 640 651 659 See page 18 for footnotes 78 VP1 VULCRAFT www.vulcraft.com 1.5PLB18 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 727 885 953 987 1006 1018 648 814 890 929 951 964 973 580 749 830 873 897 912 922 928 522 690 774 819 844 860 871 878 883 40 psf 681 821 878 905 920 929 601 745 806 836 853 863 869 533 676 739 770 787 798 804 809 474 613 675 706 723 734 741 745 748 50 psf 634 754 800 821 833 840 552 671 719 741 752 759 764 481 596 641 662 674 680 685 688 419 525 567 586 597 603 606 609 611 60 psf 583 683 719 735 744 749 498 592 626 642 650 654 657 423 507 537 550 557 560 563 565 356 426 449 459 464 467 469 470 471 70 psf 438 508 530 540 545 547 549 355 409 426 433 436 438 439 440 277 312 322 325 327 328 329 330 330 428 587 671 718 745 762 773 781 786 790 378 501 557 585 600 610 616 620 622 625 316 396 425 438 445 449 451 453 454 455 232 265 274 278 280 281 281 282 282 282 103 107 107 107 108 108 108 108 108 108 390 543 625 670 697 714 725 733 738 743 338 452 502 527 541 549 554 558 560 562 270 334 355 365 369 372 374 375 376 376 166 181 184 186 186 187 187 187 187 187 530 610 636 648 654 657 471 636 721 767 794 810 821 829 835 839 422 555 615 645 661 671 678 682 685 687 365 459 495 512 520 526 529 531 532 533 293 346 362 369 372 374 375 376 377 377 195 212 216 217 218 218 219 219 219 219 80 psf Span Length (ft-in.) 3'-0" 472 532 551 559 562 565 371 417 430 435 438 439 440 275 302 309 311 313 313 314 314 174 184 186 186 187 187 187 187 187 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 502 581 625 651 668 678 686 691 695 464 540 582 607 622 632 640 645 648 430 501 540 563 578 587 594 598 602 398 463 499 520 534 542 548 553 556 367 427 460 479 490 498 503 507 510 338 392 421 437 447 454 458 461 464 357 382 396 404 410 413 416 418 323 343 354 361 365 368 370 372 404 449 470 482 489 493 496 498 500 359 396 414 423 429 432 434 436 437 315 344 357 364 369 371 373 374 375 270 291 301 305 308 310 311 312 313 223 237 243 246 247 248 249 249 250 173 180 183 185 186 186 186 187 187 121 122 123 123 123 123 123 123 271 285 291 294 295 296 297 297 298 205 213 215 217 218 218 218 219 219 135 137 138 139 139 139 139 139 139 #12 SCREWS Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 79 1.5PLB22 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 574 746 873 967 1035 1085 506 670 799 898 974 1032 1076 451 605 733 835 915 979 1030 1070 406 551 674 777 860 928 983 1028 1064 369 505 623 724 809 880 938 986 1026 1060 336 465 579 677 762 834 895 946 989 1025 307 431 539 635 719 791 854 907 952 991 401 504 597 679 752 815 869 917 958 375 473 563 643 715 778 834 882 925 352 445 532 610 681 744 800 850 893 329 421 504 580 649 712 768 818 863 310 398 478 552 620 682 738 788 834 292 378 455 527 593 654 710 760 806 360 434 503 568 628 683 733 779 343 415 482 545 604 658 708 709 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 48 50 51 52 53 54 51 53 54 56 57 58 59 52 54 56 58 60 61 62 63 52 55 58 60 61 63 64 65 66 52 55 58 61 63 64 66 67 69 70 52 55 58 61 63 65 67 69 70 71 51 55 58 61 63 66 68 69 71 72 54 58 61 63 66 68 70 71 73 53 57 60 63 66 68 70 72 73 52 56 59 62 65 68 70 72 73 51 55 59 62 65 67 69 71 73 50 54 58 61 64 66 69 71 73 49 53 57 60 63 66 68 70 73 52 56 59 62 65 67 70 72 51 55 58 61 64 67 69 71 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 611 793 929 1028 1101 1154 538 712 850 955 1036 1098 1145 480 644 779 888 974 1042 1095 1138 432 586 717 826 915 987 1046 1093 1132 611 793 929 1028 1101 1154 538 712 850 955 1036 1098 1145 480 644 779 888 974 1042 1095 1138 432 586 717 826 915 987 1046 1093 1132 605 786 920 1017 1088 1140 528 701 836 938 1016 1075 1120 467 630 762 867 949 1013 1063 1103 417 570 698 802 887 954 1008 1052 1087 392 537 663 771 861 936 998 1049 1092 1127 392 536 662 769 859 934 996 1047 1089 1125 376 519 642 745 830 900 956 1003 1041 1072 358 495 615 721 811 887 952 1006 1052 1091 356 492 613 717 807 883 947 1000 1045 1083 342 476 593 694 778 849 908 956 997 1030 327 458 573 676 765 842 908 965 1013 1054 324 455 569 671 759 835 900 956 1003 1043 310 438 550 648 731 802 862 912 954 990 No Uplift 3'-6" 10 psf #12 SCREWS Span Length (ft-in.) 3'-0" 20 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 427 536 635 723 800 867 925 975 1019 399 503 599 684 761 828 887 939 984 374 474 566 649 724 792 851 904 950 350 447 536 617 691 757 817 870 918 329 424 509 588 660 726 785 839 887 311 402 484 561 631 696 755 809 857 383 462 536 604 668 727 780 785 365 441 513 580 642 700 709 709 422 531 629 716 791 857 914 963 1005 394 497 592 676 751 817 874 924 967 368 467 558 640 714 779 837 887 932 345 440 528 607 679 744 802 853 898 323 416 500 577 648 712 769 820 866 305 394 475 550 619 681 738 789 835 374 452 525 592 653 709 760 785 356 431 501 567 627 682 709 709 406 512 607 689 759 819 870 914 951 377 479 570 650 719 780 831 876 914 352 449 536 614 683 743 795 840 878 330 422 506 582 649 709 760 806 845 310 398 479 553 618 677 728 773 813 291 376 455 526 590 647 698 743 783 357 432 501 563 620 670 715 754 339 411 478 539 594 644 688 709 See page 18 for footnotes 80 VP1 VULCRAFT www.vulcraft.com 1.5PLB22 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 589 767 897 990 1057 1106 513 683 813 911 985 1040 1081 452 612 740 840 917 977 1023 1059 402 552 676 776 855 918 967 1006 1038 40 psf 574 749 874 963 1026 1071 497 664 790 884 952 1003 1041 436 593 717 812 884 939 981 1013 387 534 654 749 822 879 924 959 987 50 psf 558 730 850 935 994 1036 482 645 767 855 919 965 1000 421 575 694 783 850 900 937 966 371 516 630 719 787 839 878 909 933 60 psf 543 710 826 906 961 1000 466 626 742 825 884 927 958 405 555 669 753 814 859 892 918 356 496 606 688 750 796 831 857 878 70 psf 527 690 801 876 927 963 450 606 716 794 848 886 915 389 535 643 720 776 816 845 867 340 476 580 655 710 750 780 803 820 80 psf Span Length (ft-in.) 3'-0" 511 670 776 845 892 925 434 585 690 761 810 845 870 373 515 616 686 736 771 796 815 324 455 551 619 668 702 727 746 760 361 502 621 719 799 863 915 956 990 1018 346 484 599 692 766 824 870 907 937 961 330 465 576 663 730 783 823 855 881 901 315 446 551 631 692 738 773 800 821 838 299 426 524 597 650 690 719 742 759 773 283 405 495 559 605 638 662 680 694 704 327 458 572 668 748 813 866 909 945 974 311 441 551 641 715 773 821 859 889 914 296 423 528 612 679 731 772 805 831 851 280 403 503 580 639 685 719 747 768 785 264 383 475 545 596 634 662 684 701 714 248 361 445 505 548 578 600 617 630 639 296 421 530 623 701 766 820 865 902 932 282 404 508 596 668 727 774 813 845 871 267 386 486 567 632 684 725 757 783 804 251 366 460 534 591 635 669 696 717 733 235 346 432 497 546 582 609 629 645 657 219 323 400 455 494 521 541 556 567 576 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 389 492 582 659 724 778 823 861 892 361 459 546 621 684 738 784 822 855 336 430 513 586 648 702 747 786 819 313 403 483 554 615 668 713 752 785 294 379 456 525 585 636 681 719 753 276 358 432 498 556 607 651 689 722 338 410 474 530 580 623 661 693 320 389 451 506 554 597 634 666 372 471 556 626 684 732 771 802 829 343 438 520 588 645 692 731 763 789 318 409 487 553 609 655 693 725 752 296 382 457 521 575 621 658 690 716 277 359 431 492 545 589 625 656 682 259 337 406 465 516 559 594 625 650 353 448 526 589 640 680 713 739 760 325 415 490 551 600 639 671 696 717 300 386 457 515 563 601 631 656 676 278 359 427 483 528 564 594 618 637 334 423 493 548 590 623 648 668 684 306 389 456 507 547 578 603 622 637 313 394 454 499 533 558 576 591 602 #12 SCREWS Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 81 1.5PLB20 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 737 964 1123 1233 1310 1364 651 871 1036 1156 1244 1308 1356 582 792 957 1083 1179 1252 1307 1350 525 724 886 1015 1116 1195 1257 1306 1345 478 665 823 952 1057 1141 1208 1262 1306 1341 438 614 767 895 1001 1089 1160 1218 1266 1305 403 570 717 843 949 1039 1113 1175 1226 1269 531 672 795 901 992 1068 1132 1187 1232 497 632 752 857 947 1025 1092 1148 1197 467 596 712 815 906 984 1052 1111 1161 440 564 676 777 867 946 1015 1075 1127 416 535 643 742 831 909 979 1040 1093 393 508 613 709 797 875 944 1006 1061 484 586 679 765 842 912 974 1030 462 560 651 735 812 881 943 947 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 68 71 74 76 77 79 69 73 77 79 82 83 85 70 75 78 82 84 87 88 90 69 75 79 83 86 89 91 93 95 68 74 79 83 87 90 92 95 97 98 67 73 79 83 87 90 93 96 98 100 65 72 78 82 86 90 93 96 98 101 70 76 81 86 90 93 96 99 101 69 75 80 85 89 92 96 98 101 67 73 79 84 88 92 95 98 101 65 72 77 82 87 90 94 97 100 64 70 76 81 85 89 93 96 99 62 68 74 79 84 88 92 95 98 67 73 78 82 87 90 94 97 65 71 76 81 85 89 93 96 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 784 1026 1195 1312 1393 1451 693 927 1102 1230 1323 1392 1443 619 842 1018 1152 1254 1331 1391 1436 558 770 943 1080 1188 1272 1338 1390 1431 784 1026 1195 1312 1393 1451 693 927 1102 1230 1323 1392 1443 619 842 1018 1152 1254 1331 1391 1436 558 770 943 1080 1188 1272 1338 1390 1431 776 1016 1182 1297 1376 1432 681 912 1083 1207 1296 1362 1410 604 824 995 1123 1220 1292 1347 1390 541 749 916 1047 1148 1226 1286 1333 1371 508 707 875 1013 1125 1214 1285 1343 1389 1427 507 706 874 1011 1122 1211 1282 1339 1385 1423 488 684 847 978 1081 1163 1228 1279 1320 1353 466 653 815 952 1065 1158 1234 1296 1346 1388 463 650 812 948 1060 1152 1226 1287 1337 1378 444 629 786 915 1020 1104 1172 1226 1270 1306 429 606 762 897 1010 1105 1184 1250 1304 1350 425 602 757 890 1002 1095 1173 1237 1290 1335 407 581 731 858 963 1048 1118 1175 1222 1261 No Uplift 3'-6" 10 psf #12 SCREWS Span Length (ft-in.) 3'-0" 20 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 565 715 846 959 1055 1136 1205 1262 1311 529 672 800 911 1008 1090 1161 1222 1273 497 634 758 867 964 1047 1119 1182 1235 468 600 719 827 922 1006 1079 1143 1199 443 569 684 789 884 967 1041 1106 1163 418 541 652 755 847 931 1005 1070 1129 515 623 723 814 896 970 1036 1050 491 596 693 782 863 937 947 947 560 708 838 949 1043 1122 1189 1245 1292 522 665 790 900 994 1074 1143 1200 1250 490 626 747 855 948 1029 1099 1158 1209 460 590 708 813 906 987 1057 1118 1170 434 559 673 775 866 947 1017 1079 1132 410 530 640 740 830 909 980 1042 1096 504 610 707 795 874 944 1007 1050 480 583 677 763 841 911 947 947 539 683 807 910 997 1068 1127 1176 1216 502 640 760 862 949 1021 1081 1132 1174 469 601 718 818 904 977 1038 1089 1133 440 567 679 778 862 935 997 1049 1094 414 535 644 740 824 896 958 1011 1056 391 507 612 706 788 859 921 975 1021 481 583 674 754 825 887 940 986 458 556 644 723 793 854 907 947 See page 18 for footnotes 82 VP1 VULCRAFT www.vulcraft.com 1.5PLB20 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 757 992 1152 1261 1335 1388 662 888 1053 1170 1254 1314 1358 585 801 965 1087 1177 1243 1293 1331 522 726 887 1011 1105 1176 1230 1272 1305 40 psf 738 967 1121 1224 1294 1342 642 864 1022 1133 1210 1265 1306 566 777 934 1049 1132 1192 1237 1271 503 702 857 973 1059 1123 1171 1208 1237 50 psf 718 942 1090 1187 1251 1296 623 839 990 1094 1165 1215 1252 546 752 902 1009 1085 1139 1179 1209 483 678 825 932 1010 1068 1110 1142 1167 60 psf 699 917 1057 1148 1208 1249 603 814 957 1053 1118 1164 1196 527 726 868 967 1035 1084 1119 1145 464 652 791 889 959 1009 1046 1073 1094 70 psf 679 890 1024 1108 1163 1200 583 787 922 1011 1070 1111 1140 507 700 833 923 984 1027 1057 1080 444 626 754 843 905 948 979 1002 1019 80 psf Span Length (ft-in.) 3'-0" 659 863 989 1068 1118 1151 563 760 886 967 1021 1057 1082 486 672 796 877 931 967 993 1012 424 597 716 794 847 884 909 928 942 470 662 818 942 1038 1112 1170 1215 1251 1280 451 639 788 904 992 1058 1109 1149 1179 1204 431 615 757 863 942 1001 1045 1079 1105 1125 412 589 722 819 889 940 977 1005 1027 1043 392 562 685 771 832 874 905 928 945 958 371 533 645 719 770 805 829 847 860 871 426 607 758 880 976 1053 1113 1161 1199 1230 407 584 728 842 930 998 1051 1092 1124 1150 388 560 696 801 879 939 984 1018 1045 1066 368 535 662 756 824 875 912 940 962 979 348 507 624 706 764 805 835 857 874 887 328 477 581 650 697 729 752 769 781 791 388 559 704 823 920 997 1059 1109 1149 1182 369 536 675 786 873 942 996 1038 1072 1099 350 513 643 744 822 881 926 961 988 1010 331 487 608 698 765 814 850 878 899 916 311 459 569 646 701 740 768 789 805 817 290 428 523 586 629 658 678 693 704 712 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 517 656 773 868 946 1009 1060 1102 1136 481 614 727 821 898 962 1014 1056 1091 448 576 685 777 854 917 970 1013 1049 419 541 647 737 813 876 928 972 1009 393 510 612 700 774 837 889 933 970 370 482 581 666 739 801 852 896 933 456 552 635 706 766 818 861 898 433 525 605 675 734 785 828 864 495 627 735 822 890 944 987 1021 1049 458 585 690 774 842 895 939 973 1002 426 547 648 730 797 850 893 928 956 397 513 610 690 755 807 850 884 913 371 482 576 653 716 767 809 843 871 348 454 544 618 680 730 770 804 831 428 515 587 646 694 734 766 793 405 488 557 614 660 699 730 756 471 596 694 769 827 872 907 934 956 435 553 647 721 777 821 855 882 904 402 515 605 676 730 773 806 832 853 373 481 567 634 686 727 759 785 805 348 449 531 595 645 684 715 739 758 324 421 498 559 606 643 671 694 712 446 560 646 710 757 792 819 840 856 409 517 598 659 703 737 762 782 797 376 478 554 611 652 684 707 726 740 347 442 513 565 604 633 654 671 684 320 409 474 522 557 583 603 618 629 417 519 591 642 678 704 723 737 749 379 473 540 586 618 642 659 672 682 345 431 491 532 560 581 596 607 616 314 392 444 480 504 521 534 543 550 384 470 526 563 588 606 618 628 635 344 420 468 499 520 534 545 552 558 #12 SCREWS Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 83 1.5PLB19 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 891 1168 1355 1479 1563 1622 789 1060 1256 1394 1492 1563 1614 706 967 1165 1313 1421 1502 1562 1608 638 886 1083 1236 1352 1441 1509 1562 1604 581 816 1009 1164 1285 1381 1456 1515 1562 1600 533 755 943 1097 1222 1322 1403 1467 1519 1562 492 701 883 1036 1163 1266 1351 1420 1476 1523 654 829 980 1107 1213 1301 1373 1434 1484 613 781 928 1055 1162 1252 1328 1391 1445 576 738 881 1006 1114 1206 1284 1350 1406 544 699 838 961 1068 1161 1241 1310 1369 514 663 798 919 1026 1119 1200 1270 1331 488 631 762 880 986 1079 1161 1232 1295 601 728 844 948 1041 1123 1196 1260 574 697 810 913 1005 1087 1160 1195 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 87 93 98 101 104 106 88 96 101 105 109 111 114 88 96 102 107 111 115 118 120 86 95 102 108 113 117 120 123 126 84 94 102 108 113 118 122 125 128 130 82 92 100 107 113 118 122 126 129 132 80 90 99 106 112 117 122 126 129 132 88 97 104 111 116 121 125 129 133 85 95 102 109 115 120 125 129 132 83 92 100 107 113 119 123 128 132 81 90 98 105 112 117 122 127 131 78 88 96 103 110 115 121 125 129 76 86 94 101 108 114 119 124 128 83 92 99 106 112 117 122 126 81 90 97 104 110 115 120 125 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 948 1243 1441 1573 1663 1725 840 1128 1336 1483 1588 1662 1717 751 1028 1240 1397 1512 1598 1662 1711 678 942 1152 1315 1438 1533 1605 1662 1706 948 1243 1441 1573 1663 1725 840 1128 1336 1483 1588 1662 1717 751 1028 1240 1397 1512 1598 1662 1711 678 942 1152 1315 1438 1533 1605 1662 1706 939 1231 1426 1555 1642 1703 825 1110 1313 1455 1554 1625 1677 733 1006 1211 1360 1469 1549 1609 1654 657 917 1119 1273 1389 1476 1542 1592 1632 618 868 1073 1238 1368 1469 1549 1611 1662 1702 617 866 1072 1236 1365 1466 1545 1607 1657 1697 595 840 1038 1193 1313 1405 1476 1532 1576 1611 567 803 1003 1167 1300 1407 1492 1561 1616 1661 564 799 998 1162 1293 1399 1483 1550 1605 1649 542 773 965 1120 1242 1338 1413 1473 1521 1559 523 746 939 1102 1237 1347 1437 1510 1571 1620 518 741 933 1094 1227 1335 1423 1495 1553 1601 496 715 901 1053 1176 1275 1353 1417 1467 1509 No Uplift 3'-6" 10 psf #12 SCREWS Span Length (ft-in.) 3'-0" 20 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 696 882 1042 1177 1290 1384 1461 1525 1579 652 831 988 1122 1236 1332 1413 1480 1537 613 785 938 1070 1185 1282 1366 1436 1496 578 743 892 1022 1137 1235 1320 1393 1456 547 706 849 978 1091 1190 1277 1351 1416 519 671 811 936 1048 1148 1235 1311 1378 640 775 898 1008 1107 1195 1272 1324 611 742 862 971 1069 1156 1195 1195 690 874 1032 1165 1275 1366 1441 1503 1554 644 822 976 1107 1218 1311 1389 1453 1508 604 775 924 1054 1165 1259 1339 1406 1463 569 732 877 1005 1115 1210 1291 1360 1419 537 693 834 959 1069 1164 1245 1316 1376 508 658 795 917 1025 1120 1202 1274 1335 626 759 878 985 1079 1161 1233 1296 597 725 842 946 1040 1122 1194 1195 664 843 992 1115 1215 1296 1362 1416 1460 620 791 937 1059 1160 1242 1310 1366 1412 580 745 887 1007 1108 1191 1260 1318 1366 544 703 841 959 1059 1143 1213 1272 1321 513 665 798 914 1013 1097 1168 1228 1279 484 630 760 873 971 1055 1126 1186 1238 598 724 835 931 1014 1085 1146 1198 570 691 800 894 976 1047 1108 1160 See page 18 for footnotes 84 VP1 VULCRAFT www.vulcraft.com 1.5PLB19 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 916 1201 1388 1511 1592 1648 802 1081 1275 1409 1502 1567 1614 710 977 1174 1314 1415 1488 1542 1582 635 889 1083 1227 1334 1413 1472 1517 1551 40 psf 893 1171 1350 1465 1541 1593 779 1051 1237 1362 1448 1507 1550 688 948 1135 1267 1359 1425 1473 1509 612 860 1045 1179 1276 1347 1399 1438 1468 50 psf 870 1140 1311 1419 1489 1536 756 1020 1197 1314 1392 1446 1484 665 918 1095 1217 1300 1359 1402 1433 590 830 1004 1128 1215 1278 1323 1357 1383 60 psf 846 1109 1271 1371 1436 1479 733 989 1155 1263 1334 1383 1417 641 886 1053 1164 1239 1292 1329 1356 566 798 962 1074 1151 1206 1244 1273 1295 70 psf 822 1077 1229 1323 1382 1421 709 956 1112 1211 1275 1318 1348 618 853 1008 1109 1176 1221 1253 1276 542 765 916 1016 1084 1130 1163 1186 1204 80 psf Span Length (ft-in.) 3'-0" 798 1043 1187 1273 1326 1362 685 922 1067 1157 1214 1252 1278 593 818 961 1052 1110 1149 1176 1195 518 729 867 955 1012 1051 1078 1097 1111 572 812 1002 1148 1258 1341 1404 1453 1491 1521 550 784 964 1099 1199 1273 1328 1370 1403 1428 527 754 924 1048 1136 1201 1248 1284 1311 1333 504 723 881 992 1069 1125 1164 1194 1216 1233 480 689 834 931 998 1044 1076 1100 1118 1131 455 653 782 866 921 958 983 1002 1015 1026 519 746 930 1075 1187 1273 1340 1392 1433 1465 497 718 893 1027 1128 1204 1261 1306 1340 1367 474 689 853 975 1064 1129 1178 1214 1243 1265 451 657 809 917 994 1049 1089 1118 1141 1158 427 623 760 854 918 962 994 1017 1034 1047 402 585 706 784 834 869 892 910 922 932 474 689 867 1009 1122 1210 1279 1333 1376 1411 452 661 830 961 1062 1139 1198 1244 1280 1308 429 632 789 908 996 1062 1111 1148 1177 1199 406 600 745 849 923 977 1016 1046 1068 1085 382 565 694 782 843 884 914 936 952 965 357 526 636 707 752 783 804 819 831 839 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 638 809 949 1061 1150 1221 1277 1322 1359 594 758 895 1005 1095 1166 1224 1270 1308 554 712 845 954 1043 1115 1173 1221 1260 519 671 799 906 994 1066 1125 1173 1213 488 633 758 862 949 1021 1080 1128 1168 459 599 719 822 907 978 1036 1085 1125 568 684 784 868 937 996 1044 1084 539 652 749 831 899 957 1005 1045 611 773 901 1001 1078 1138 1185 1222 1251 567 722 847 945 1022 1082 1129 1166 1196 527 676 797 893 969 1028 1076 1113 1143 492 635 752 845 919 978 1025 1062 1092 461 597 710 801 873 931 977 1014 1044 433 563 672 759 830 886 931 967 996 532 636 721 789 843 887 922 951 503 603 685 750 803 845 879 907 582 733 848 934 998 1047 1085 1113 1136 537 682 792 876 939 987 1024 1053 1075 498 635 742 823 884 930 966 994 1016 463 594 695 773 831 876 911 937 959 431 555 652 726 782 824 857 883 903 403 520 612 681 734 775 806 830 849 488 574 640 689 727 755 778 795 457 538 599 645 680 707 727 743 550 687 787 858 910 947 976 997 1014 505 635 729 797 846 882 908 929 945 465 587 675 739 785 818 843 862 877 429 543 625 684 726 757 780 797 811 396 502 578 632 670 697 718 733 745 366 464 533 581 614 639 657 670 680 514 634 716 772 810 838 858 873 884 468 579 654 704 739 764 782 795 805 426 527 594 639 670 691 706 718 727 388 478 537 575 601 619 632 641 648 351 430 480 512 533 547 557 565 570 472 571 633 673 700 718 731 740 747 423 509 563 596 618 633 643 650 656 376 449 493 519 536 547 555 561 565 330 389 422 441 453 461 466 470 473 #12 SCREWS Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 85 1.5PLB18 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 1034 1357 1568 1705 1796 1859 917 1235 1459 1613 1720 1796 1852 822 1129 1357 1524 1644 1732 1797 1846 743 1036 1265 1438 1568 1666 1740 1797 1841 677 955 1181 1358 1495 1601 1682 1746 1797 1837 621 885 1105 1283 1425 1537 1625 1695 1751 1797 573 823 1037 1214 1358 1475 1569 1644 1706 1756 769 975 1150 1296 1415 1513 1594 1660 1714 721 920 1091 1237 1359 1460 1544 1614 1672 678 869 1037 1182 1305 1408 1495 1569 1631 640 824 988 1130 1253 1359 1448 1525 1589 606 783 942 1082 1205 1311 1403 1481 1549 575 745 899 1038 1160 1266 1359 1439 1509 710 860 996 1117 1223 1317 1398 1470 679 824 957 1076 1182 1276 1359 1432 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 107 117 123 128 132 135 107 118 126 132 137 141 144 106 118 127 134 140 144 148 151 103 117 127 135 141 146 151 155 158 100 114 125 134 141 147 152 156 160 163 97 112 123 133 140 147 152 157 161 165 94 109 121 131 139 146 152 157 161 165 106 118 128 137 144 151 156 161 165 103 115 126 135 143 149 155 160 165 100 113 123 133 141 147 154 159 164 97 110 121 130 138 145 152 157 162 94 107 118 127 136 143 150 156 161 91 104 115 125 133 141 148 154 159 101 112 122 131 139 145 152 157 99 110 120 128 136 143 150 155 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1100 1443 1668 1814 1911 1978 976 1314 1552 1716 1830 1911 1970 874 1201 1444 1621 1749 1842 1911 1963 790 1102 1346 1530 1668 1772 1851 1911 1958 1100 1443 1668 1814 1911 1978 976 1314 1552 1716 1830 1911 1970 874 1201 1444 1621 1749 1842 1911 1963 790 1102 1346 1530 1668 1772 1851 1911 1958 1089 1429 1649 1792 1887 1951 959 1292 1524 1682 1791 1868 1923 853 1174 1410 1578 1698 1785 1849 1896 766 1072 1306 1481 1609 1704 1775 1830 1872 720 1016 1256 1445 1590 1703 1790 1858 1911 1954 719 1015 1254 1442 1587 1699 1785 1853 1906 1949 693 984 1214 1391 1525 1627 1704 1764 1811 1848 661 941 1176 1365 1516 1635 1729 1804 1863 1911 657 937 1170 1358 1507 1625 1718 1791 1850 1897 632 907 1131 1308 1446 1552 1635 1700 1751 1791 610 876 1103 1291 1445 1569 1669 1749 1814 1868 605 870 1095 1282 1433 1554 1652 1730 1794 1845 580 840 1057 1233 1372 1482 1569 1637 1692 1736 No Uplift 3'-6" 10 psf #12 SCREWS Span Length (ft-in.) 3'-0" 20 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 818 1037 1224 1378 1506 1610 1695 1766 1823 767 978 1161 1316 1445 1553 1643 1717 1779 721 925 1103 1257 1388 1498 1591 1669 1735 681 877 1051 1202 1333 1445 1541 1622 1691 644 833 1002 1151 1282 1395 1492 1576 1648 611 792 957 1104 1234 1347 1446 1531 1605 756 915 1059 1188 1301 1401 1488 1564 722 877 1018 1145 1258 1358 1446 1447 810 1028 1211 1363 1487 1588 1671 1739 1794 758 967 1147 1298 1424 1528 1614 1685 1744 711 912 1088 1238 1364 1470 1558 1632 1694 670 863 1034 1181 1308 1415 1505 1582 1646 632 818 984 1129 1255 1363 1454 1533 1599 598 777 938 1081 1205 1313 1406 1486 1554 740 896 1036 1159 1266 1360 1440 1510 706 857 994 1115 1222 1315 1397 1447 781 991 1164 1303 1416 1505 1577 1635 1682 729 931 1100 1240 1353 1445 1519 1580 1629 683 877 1042 1180 1294 1388 1464 1527 1578 641 828 989 1126 1239 1333 1411 1476 1529 604 784 941 1075 1187 1282 1361 1427 1482 571 744 896 1027 1139 1233 1313 1380 1436 707 855 983 1094 1188 1267 1335 1392 673 817 942 1051 1144 1224 1292 1349 See page 18 for footnotes 86 VP1 VULCRAFT www.vulcraft.com 1.5PLB18 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 30 psf 1063 1394 1605 1740 1828 1888 933 1258 1480 1628 1729 1799 1849 827 1141 1366 1523 1634 1713 1770 1813 740 1039 1263 1426 1544 1630 1693 1741 1778 40 psf 1037 1359 1561 1687 1769 1823 907 1223 1434 1573 1666 1729 1775 801 1106 1320 1466 1568 1639 1690 1727 715 1005 1218 1368 1475 1552 1608 1649 1681 50 psf 1010 1323 1514 1632 1708 1758 880 1187 1387 1515 1600 1658 1698 775 1070 1272 1407 1498 1562 1607 1640 688 970 1170 1308 1403 1470 1519 1555 1581 60 psf 983 1286 1467 1577 1646 1692 853 1150 1338 1456 1533 1584 1620 748 1033 1222 1345 1427 1482 1521 1550 661 933 1119 1243 1327 1386 1427 1457 1479 70 psf 955 1248 1418 1520 1583 1624 826 1111 1287 1395 1464 1509 1541 720 994 1169 1280 1352 1400 1434 1458 634 893 1064 1175 1248 1297 1331 1356 1375 80 psf Span Length (ft-in.) 3'-0" 927 1209 1368 1462 1519 1556 798 1071 1234 1332 1393 1433 1460 692 953 1113 1212 1274 1316 1344 1364 606 851 1006 1102 1163 1204 1233 1253 1267 668 952 1172 1337 1459 1550 1619 1671 1711 1743 642 918 1127 1279 1389 1470 1529 1574 1608 1635 616 883 1078 1217 1314 1384 1435 1473 1501 1524 589 846 1026 1150 1235 1294 1337 1368 1391 1409 562 806 970 1078 1150 1199 1233 1258 1277 1291 533 763 909 1000 1059 1098 1125 1144 1159 1169 607 875 1090 1255 1380 1475 1547 1603 1647 1681 581 843 1045 1197 1309 1392 1454 1502 1538 1567 555 808 997 1134 1232 1303 1355 1394 1424 1447 528 770 944 1065 1149 1208 1251 1282 1305 1323 501 730 886 989 1059 1106 1139 1163 1181 1195 472 685 820 906 960 996 1021 1039 1052 1062 555 809 1016 1180 1306 1404 1479 1538 1584 1621 529 776 972 1122 1234 1319 1383 1432 1470 1500 503 742 924 1058 1156 1227 1280 1319 1350 1373 476 704 870 987 1069 1127 1168 1199 1222 1240 449 663 809 907 972 1017 1049 1071 1088 1101 419 615 739 817 866 898 920 936 948 956 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 751 951 1111 1238 1337 1415 1476 1524 1563 699 892 1049 1175 1274 1353 1416 1466 1507 653 838 992 1116 1216 1295 1359 1411 1452 612 790 940 1062 1161 1241 1305 1357 1400 575 747 891 1011 1109 1189 1254 1306 1350 542 707 847 964 1061 1140 1205 1258 1301 670 807 921 1016 1094 1158 1211 1255 637 769 880 973 1050 1114 1166 1210 718 907 1054 1166 1251 1316 1366 1405 1436 667 848 991 1102 1187 1252 1303 1343 1374 621 795 934 1042 1126 1192 1242 1283 1315 581 748 882 987 1070 1134 1185 1225 1257 544 704 834 936 1017 1080 1130 1170 1201 511 664 789 888 967 1029 1078 1117 1148 628 748 844 920 980 1027 1065 1096 594 709 802 875 933 979 1016 1045 684 859 989 1085 1155 1208 1247 1278 1302 632 800 925 1019 1088 1139 1179 1209 1232 587 746 867 957 1024 1074 1113 1142 1165 546 697 813 899 964 1012 1049 1077 1100 509 653 763 845 906 952 988 1015 1036 475 612 716 794 852 895 928 954 974 574 672 745 799 840 870 894 912 538 630 698 748 786 814 835 852 646 804 915 994 1049 1090 1120 1142 1159 594 743 849 923 976 1014 1043 1064 1080 547 687 787 856 906 942 968 988 1003 505 636 728 793 838 871 895 913 927 467 588 673 732 773 802 824 840 852 432 543 620 672 708 734 753 767 777 500 568 614 645 667 683 694 703 457 516 555 581 599 612 621 629 603 740 830 891 932 961 982 998 1009 549 675 758 813 850 876 894 908 919 500 615 689 737 770 792 808 820 829 455 557 622 663 690 709 722 732 739 412 501 555 589 611 626 637 644 650 370 445 488 515 531 543 550 556 560 553 664 732 774 802 821 835 844 852 495 592 649 685 708 723 734 742 747 439 521 568 595 613 625 633 639 643 385 450 485 505 517 526 531 535 538 329 375 399 412 419 424 428 430 432 #12 SCREWS Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 87 1.5PLB with Welds 1.5PLB22 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 507 643 745 820 874 914 447 579 683 763 824 870 907 399 525 628 710 775 827 868 900 360 479 579 662 730 785 829 866 895 322 439 536 618 687 744 792 831 864 891 291 405 498 578 648 706 756 798 833 862 265 375 464 543 611 671 721 765 802 834 348 434 511 578 637 689 734 773 806 321 408 481 548 607 658 704 744 779 299 384 455 520 578 630 676 717 752 279 363 431 494 551 603 649 690 727 262 342 410 471 527 578 624 665 703 247 323 390 449 504 554 600 642 679 306 372 429 483 532 578 619 657 290 355 411 463 512 557 598 636 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 9 9 9 9 9 9 10 10 10 10 10 10 10 11 11 11 11 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 15 15 15 16 16 16 16 16 16 17 16 16 17 17 17 17 17 17 18 17 17 17 18 18 18 18 18 19 17 18 18 18 19 19 19 19 20 18 18 19 19 20 20 20 20 20 18 19 19 20 20 21 21 21 21 19 19 20 21 21 21 22 22 22 20 20 21 22 22 22 23 23 20 21 22 22 23 23 23 24 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 647 821 951 1046 1116 1167 571 740 872 974 1052 1111 1157 510 670 801 906 990 1056 1108 1149 460 611 739 845 931 1002 1059 1105 1143 647 821 951 1046 1116 1167 571 740 872 974 1052 1111 1157 510 670 801 906 990 1056 1108 1149 460 611 739 845 931 1002 1059 1105 1143 647 821 951 1046 1116 1167 571 740 872 974 1052 1111 1157 510 670 801 906 990 1056 1108 1149 428 575 697 794 872 933 982 1021 1052 412 560 684 789 877 950 1011 1061 1103 1138 412 560 684 789 877 950 1011 1061 1103 1138 382 523 640 736 815 878 929 970 1004 1031 372 517 635 738 827 902 965 1018 1063 1101 372 517 635 738 827 902 965 1018 1063 1101 341 478 590 684 762 826 879 922 957 986 338 479 592 693 780 856 921 977 1024 1065 338 479 592 693 780 856 921 977 1024 1065 306 439 546 637 714 778 831 876 912 943 No Uplift 3'-6" 20 psf WELDS Span Length (ft-in.) 3'-0" 30 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 444 554 652 738 814 880 937 986 1029 410 521 615 699 774 841 899 950 994 381 490 581 664 738 804 863 915 961 356 463 551 631 704 770 829 881 928 334 436 523 601 673 738 796 849 897 315 412 498 574 643 708 766 819 867 390 475 548 616 679 737 785 785 371 454 525 591 653 709 709 709 444 554 652 738 814 880 937 986 1029 392 495 585 664 733 793 844 888 926 363 464 551 628 696 755 807 852 890 337 437 520 595 662 720 772 817 856 314 411 492 565 630 688 739 784 823 295 389 466 537 600 657 708 753 792 368 443 511 573 629 678 723 762 349 421 487 547 602 651 695 709 404 506 595 670 734 787 831 869 900 374 471 556 629 692 745 789 827 859 346 439 521 592 653 705 749 787 819 320 411 489 558 617 668 712 749 780 297 385 460 526 584 633 676 712 743 277 361 433 497 552 600 641 677 707 339 408 469 522 569 608 643 672 319 385 443 494 539 577 610 638 See page 18 for footnotes 88 VP1 VULCRAFT www.vulcraft.com 1.5PLB22 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 40 psf 647 821 951 1046 1116 1167 528 690 812 902 969 1019 1057 464 617 737 830 900 954 995 1027 410 555 672 764 836 892 936 970 998 50 psf 591 755 872 953 1011 1052 510 668 785 871 933 979 1013 444 593 709 795 860 908 945 973 389 529 640 726 791 840 878 908 931 60 psf 572 733 844 921 974 1012 489 643 754 834 890 932 962 421 566 674 753 810 853 884 908 364 499 602 678 734 776 807 831 849 70 psf 551 707 813 884 933 967 466 614 718 790 840 876 902 395 533 632 701 751 786 811 830 334 461 553 617 662 694 718 735 748 439 580 675 738 781 811 833 364 492 579 637 677 704 723 737 298 412 487 535 567 588 603 614 623 323 455 562 650 721 778 824 860 890 914 302 426 525 604 666 713 750 780 803 821 272 388 476 541 589 625 651 671 687 699 233 333 401 445 475 495 509 519 527 532 168 226 252 264 271 276 278 280 281 282 288 414 516 601 670 726 772 808 838 863 265 383 476 551 609 654 689 716 738 756 234 339 418 475 517 546 568 585 598 607 185 265 312 340 357 367 375 380 384 386 528 678 777 842 885 915 501 644 735 793 831 857 408 539 623 676 711 735 751 326 441 512 555 583 601 614 623 250 340 389 416 433 443 450 455 458 365 501 613 704 776 833 878 914 943 967 343 474 580 662 726 775 813 843 867 885 315 440 536 608 661 700 730 752 769 783 281 396 477 533 572 599 619 633 644 653 237 330 387 420 441 455 464 471 475 479 154 192 205 211 214 216 217 217 218 218 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 378 475 556 623 677 722 758 788 812 346 438 515 579 631 674 709 738 762 318 404 477 538 588 628 662 689 712 291 373 442 499 546 584 615 640 661 267 344 408 461 504 539 568 591 610 245 316 376 424 463 494 520 540 557 344 431 500 554 595 627 652 672 688 308 388 451 499 536 565 587 604 618 275 347 402 444 475 498 516 530 541 242 304 350 383 407 425 438 448 455 292 359 406 438 461 477 489 498 505 242 292 324 344 358 367 374 378 382 9'-6" 10'-0" 155 168 173 176 178 179 180 180 181 WELDS 3'-6" 80 psf Span Length (ft-in.) 3'-0" 90 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 89 1.5PLB20 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 707 887 1016 1108 1173 1221 628 804 938 1038 1113 1169 1212 562 732 867 972 1053 1117 1166 1204 508 669 803 910 996 1065 1119 1163 1198 463 616 746 854 943 1015 1074 1122 1161 1194 422 569 695 802 892 967 1029 1081 1124 1159 385 529 650 755 845 922 986 1041 1086 1125 493 609 712 802 879 945 1002 1050 1091 462 573 673 762 839 906 964 1014 1058 433 541 638 724 801 869 928 980 1025 404 512 605 690 766 834 894 947 993 379 485 576 659 734 801 861 915 962 357 461 549 630 703 770 830 884 933 439 524 603 675 741 801 855 904 418 501 578 648 714 773 827 876 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 14 14 14 14 14 14 15 16 16 16 16 16 16 17 18 18 18 18 18 18 18 19 19 19 20 20 20 20 20 20 20 20 21 21 22 22 22 22 22 22 21 22 22 23 23 23 24 24 24 24 22 23 24 24 25 25 25 25 26 26 24 25 25 26 26 27 27 27 27 25 26 26 27 28 28 28 29 29 25 27 27 28 29 29 30 30 30 26 27 28 29 30 30 31 31 32 26 28 29 30 31 31 32 32 33 27 29 30 31 32 32 33 33 34 29 30 31 32 33 34 34 35 29 31 32 33 34 35 35 36 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 903 1132 1297 1414 1498 1559 801 1026 1197 1325 1421 1492 1547 718 934 1106 1241 1345 1425 1488 1538 649 855 1025 1162 1272 1359 1429 1485 1530 903 1132 1297 1414 1498 1559 801 1026 1197 1325 1421 1492 1547 718 934 1106 1241 1345 1425 1488 1538 649 855 1025 1162 1272 1359 1429 1485 1530 903 1132 1297 1414 1498 1559 801 1026 1197 1325 1421 1492 1547 718 934 1106 1241 1345 1425 1488 1538 649 855 1025 1162 1272 1359 1429 1485 1530 591 786 952 1090 1203 1296 1371 1432 1482 1524 591 786 952 1090 1203 1296 1371 1432 1482 1524 591 786 952 1090 1203 1296 1371 1432 1482 1524 539 727 887 1024 1139 1234 1314 1380 1434 1480 539 727 887 1024 1139 1234 1314 1380 1434 1480 505 685 838 965 1069 1154 1222 1278 1323 1361 492 675 829 964 1079 1177 1259 1328 1387 1436 492 675 829 964 1079 1177 1259 1328 1387 1436 456 632 779 904 1007 1093 1163 1221 1269 1309 No Uplift 3'-6" 20 psf WELDS Span Length (ft-in.) 3'-0" 30 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 630 778 909 1023 1122 1206 1279 1340 1393 590 732 859 972 1071 1157 1231 1295 1350 553 690 814 925 1023 1109 1185 1251 1308 516 653 773 881 978 1065 1141 1209 1268 484 619 735 841 937 1023 1099 1168 1228 455 589 701 804 898 983 1060 1129 1170 561 669 769 862 946 1022 1050 1050 533 640 737 828 911 947 947 947 630 778 909 1023 1122 1206 1279 1340 1393 590 732 859 972 1071 1157 1231 1295 1350 553 690 814 925 1023 1109 1185 1251 1308 495 624 739 842 932 1011 1079 1139 1190 462 590 701 801 890 968 1037 1097 1149 433 558 666 763 851 928 997 1057 1110 530 634 729 814 890 958 1019 1050 504 604 696 780 855 922 947 947 585 726 847 950 1036 1108 1167 1217 1258 543 679 796 897 983 1055 1115 1166 1209 506 636 750 848 933 1005 1066 1117 1161 473 597 707 803 886 958 1018 1070 1114 443 562 668 762 843 913 974 1025 1070 413 530 632 723 802 871 931 982 1027 388 500 599 687 764 832 891 941 985 365 473 568 653 729 795 852 902 945 See page 18 for footnotes 90 VP1 VULCRAFT www.vulcraft.com 1.5PLB20 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 40 psf 903 1132 1297 1414 1498 1559 801 1026 1197 1325 1421 1492 1547 668 877 1037 1159 1250 1319 1371 1412 596 794 952 1076 1171 1244 1301 1345 1381 50 psf 903 1132 1297 1414 1498 1559 736 949 1105 1216 1297 1355 1399 647 852 1008 1123 1209 1272 1321 1358 574 768 920 1037 1125 1192 1244 1284 1315 60 psf 824 1038 1184 1283 1352 1400 714 923 1073 1179 1254 1308 1348 624 824 973 1081 1160 1218 1262 1295 548 737 882 990 1071 1131 1176 1211 1237 70 psf 802 1012 1152 1246 1311 1356 690 894 1037 1136 1205 1255 1291 597 791 932 1032 1103 1155 1193 1222 519 701 837 935 1005 1057 1095 1124 1146 80 psf 778 982 1117 1205 1264 1306 663 860 995 1087 1150 1194 1226 567 753 884 974 1037 1082 1114 1138 485 658 781 867 926 968 999 1022 1039 90 psf Span Length (ft-in.) 3'-0" 751 949 1076 1159 1213 1250 633 822 948 1030 1086 1125 1152 532 709 827 906 959 996 1022 1041 445 606 712 782 829 860 883 899 912 535 723 876 999 1096 1172 1232 1280 1318 1349 511 695 842 958 1047 1116 1169 1211 1244 1270 484 662 801 907 986 1046 1092 1127 1154 1176 451 622 750 843 911 960 997 1025 1046 1063 413 572 684 761 815 852 879 899 914 926 366 507 596 652 688 712 729 741 750 757 484 661 809 930 1027 1105 1167 1216 1257 1289 458 631 773 885 973 1043 1097 1139 1173 1201 428 595 727 829 906 964 1009 1043 1070 1092 392 550 669 755 818 863 897 922 942 957 349 491 589 654 698 729 750 766 777 786 290 402 465 501 523 536 546 552 557 560 436 606 748 866 963 1041 1104 1155 1196 1231 412 575 710 819 905 973 1027 1070 1104 1131 379 536 660 756 829 884 927 960 985 1006 340 485 592 669 724 764 793 814 831 844 288 410 488 536 567 588 602 612 620 625 195 250 272 281 286 289 291 293 294 294 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 558 694 809 903 981 1044 1096 1138 1173 515 645 756 848 924 987 1039 1081 1116 477 601 707 797 871 933 984 1026 1061 442 560 662 749 821 881 931 972 1007 411 524 621 704 773 831 880 920 953 382 489 583 662 728 784 830 868 900 458 546 622 685 737 781 817 848 428 512 583 642 692 733 767 795 524 653 757 841 907 959 1001 1035 1062 479 601 700 780 843 894 934 966 993 439 553 647 722 782 829 867 898 922 401 509 596 666 722 765 800 828 850 366 466 547 611 661 700 731 756 775 333 425 498 555 599 632 658 679 695 482 598 687 754 805 844 874 898 917 432 539 619 680 726 760 786 806 822 385 481 552 604 642 670 691 708 721 338 421 479 520 549 570 585 597 606 287 351 392 419 437 449 458 465 470 422 516 580 625 657 679 696 709 718 358 433 481 513 534 549 560 567 573 279 325 351 366 376 382 386 389 392 313 360 385 400 409 415 419 422 424 103 106 107 107 107 107 107 108 108 WELDS Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 91 1.5PLB19 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 894 1113 1267 1374 1450 1505 795 1012 1174 1293 1381 1445 1494 714 924 1089 1215 1311 1385 1442 1486 647 848 1011 1142 1244 1325 1388 1439 1479 590 781 942 1073 1180 1266 1335 1391 1436 1474 542 723 879 1011 1120 1209 1283 1343 1393 1435 498 673 823 953 1063 1155 1232 1296 1350 1395 628 773 901 1010 1104 1183 1250 1307 1355 589 728 853 961 1055 1136 1206 1265 1316 553 688 809 916 1010 1092 1163 1225 1278 522 651 769 874 967 1050 1122 1185 1240 491 618 732 835 927 1010 1083 1147 1204 462 588 698 799 890 972 1045 1110 1168 437 560 667 765 855 936 1010 1075 1134 414 535 638 734 822 903 976 1042 1101 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 20 20 20 20 21 21 22 23 23 23 23 24 24 24 25 25 26 26 26 27 27 26 27 28 28 29 29 29 29 29 27 29 30 30 31 31 32 32 32 32 29 30 32 32 33 33 34 34 34 35 30 32 33 34 35 35 36 36 37 37 33 35 36 37 37 38 38 39 39 34 36 37 38 39 40 40 41 41 35 37 38 40 41 41 42 43 43 35 38 39 41 42 43 44 44 45 36 38 40 42 43 44 45 46 46 36 39 41 43 44 45 46 47 48 40 42 44 45 46 47 48 49 40 42 44 46 47 49 50 50 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1141 1421 1618 1755 1851 1921 1015 1292 1499 1651 1762 1845 1908 912 1180 1390 1551 1674 1768 1841 1897 825 1082 1291 1457 1588 1691 1772 1837 1889 1141 1421 1618 1755 1851 1921 1015 1292 1499 1651 1762 1845 1908 912 1180 1390 1551 1674 1768 1841 1897 825 1082 1291 1457 1588 1691 1772 1837 1889 1141 1421 1618 1755 1851 1921 1015 1292 1499 1651 1762 1845 1908 912 1180 1390 1551 1674 1768 1841 1897 825 1082 1291 1457 1588 1691 1772 1837 1889 753 997 1202 1370 1506 1616 1704 1776 1834 1881 753 997 1202 1370 1506 1616 1704 1776 1834 1881 696 932 1125 1278 1398 1491 1565 1623 1670 1707 692 923 1123 1290 1429 1544 1638 1715 1779 1831 692 923 1123 1290 1429 1544 1638 1715 1779 1831 632 856 1043 1194 1316 1412 1490 1551 1601 1642 636 859 1051 1217 1357 1475 1573 1655 1723 1781 636 859 1051 1217 1357 1475 1573 1655 1723 1781 576 788 969 1118 1239 1338 1417 1481 1533 1576 No Uplift 3'-6" 30 psf WELDS Span Length (ft-in.) 3'-0" 40 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 802 987 1150 1290 1409 1510 1596 1669 1730 751 930 1088 1227 1347 1451 1539 1615 1680 707 878 1032 1169 1289 1394 1485 1563 1631 667 831 981 1115 1235 1340 1432 1513 1583 627 789 934 1066 1184 1289 1382 1464 1537 590 750 891 1020 1136 1241 1334 1418 1475 715 851 977 1091 1195 1289 1324 1324 683 815 937 1050 1152 1195 1195 1195 756 934 1086 1214 1321 1410 1483 1544 1595 704 875 1024 1150 1257 1347 1422 1485 1538 658 822 967 1091 1197 1288 1364 1428 1483 616 774 914 1036 1141 1231 1308 1374 1429 579 730 866 985 1089 1178 1255 1321 1378 545 691 822 938 1040 1128 1205 1271 1328 654 781 894 993 1081 1157 1223 1280 620 743 853 950 1036 1111 1176 1195 729 902 1048 1168 1267 1348 1413 1468 1512 676 842 984 1102 1200 1281 1348 1403 1449 628 788 925 1041 1138 1219 1286 1341 1388 586 739 871 984 1079 1159 1226 1281 1328 547 694 821 931 1024 1102 1168 1223 1270 512 652 775 881 972 1048 1113 1167 1213 614 732 835 922 997 1059 1113 1157 579 692 791 875 947 1008 1059 1103 See page 18 for footnotes 92 VP1 VULCRAFT www.vulcraft.com 1.5PLB19 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 50 psf 1141 1421 1618 1755 1851 1921 1015 1292 1499 1651 1762 1845 1908 840 1096 1289 1432 1537 1615 1674 1718 749 994 1185 1330 1440 1524 1588 1637 1676 60 psf 1141 1421 1618 1755 1851 1921 927 1188 1373 1504 1596 1662 1711 816 1068 1255 1391 1489 1562 1616 1657 723 964 1148 1285 1388 1464 1522 1567 1602 70 psf 1039 1299 1472 1587 1665 1720 903 1159 1338 1462 1548 1610 1656 790 1036 1215 1343 1435 1502 1551 1588 694 929 1104 1232 1326 1395 1447 1486 1516 80 psf 1015 1270 1437 1547 1621 1672 876 1126 1298 1414 1495 1552 1594 760 1000 1170 1289 1373 1433 1477 1510 662 889 1053 1171 1255 1315 1359 1393 1418 988 1238 1398 1502 1572 1619 847 1089 1253 1362 1436 1488 1525 727 958 1118 1227 1302 1355 1393 1421 625 842 994 1098 1170 1221 1258 1285 1306 960 1202 1355 1453 1518 1562 814 1049 1202 1302 1369 1416 1448 690 911 1058 1156 1221 1266 1298 1322 583 787 922 1011 1070 1111 1140 1161 1176 672 905 1091 1237 1349 1436 1504 1556 1598 1632 645 872 1051 1188 1291 1370 1430 1477 1514 1543 613 834 1003 1129 1222 1292 1344 1384 1414 1439 577 790 946 1059 1139 1198 1241 1273 1298 1317 536 736 876 972 1038 1085 1118 1142 1161 1175 488 670 787 862 912 945 968 984 997 1006 606 826 1007 1151 1264 1352 1422 1477 1521 1557 577 792 964 1098 1201 1280 1341 1388 1426 1456 543 751 912 1033 1123 1191 1242 1281 1311 1335 503 701 847 951 1026 1080 1120 1150 1173 1191 457 638 762 845 902 941 968 988 1003 1015 398 552 644 699 733 756 771 781 789 795 549 757 931 1072 1184 1273 1344 1400 1446 1482 518 720 885 1014 1115 1193 1253 1301 1338 1368 481 676 827 942 1027 1091 1140 1177 1206 1228 437 619 752 846 912 960 994 1020 1040 1055 382 541 644 710 752 781 801 815 825 833 302 411 463 491 506 516 522 526 529 532 100 psf 3'-6" 90 psf Span Length (ft-in.) 3'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 696 863 999 1109 1198 1269 1325 1371 1409 642 801 932 1040 1126 1196 1253 1298 1336 592 744 871 974 1058 1127 1182 1227 1264 548 692 813 912 993 1059 1113 1156 1192 507 644 759 854 931 994 1044 1086 1120 469 599 708 798 870 929 977 1016 1047 557 659 743 810 865 909 944 973 517 612 689 750 799 839 870 896 657 813 937 1034 1109 1168 1214 1250 1280 599 747 864 956 1028 1084 1128 1162 1190 546 685 795 881 948 1000 1041 1073 1098 498 627 729 808 868 915 952 980 1003 452 571 663 733 786 827 858 882 902 407 514 595 655 699 732 757 776 791 607 748 855 933 992 1036 1070 1096 1117 544 673 769 839 891 930 959 981 999 483 598 682 741 784 815 839 856 870 422 520 586 632 664 686 703 715 725 353 426 470 499 517 530 539 545 550 541 657 737 792 831 859 879 894 906 462 557 618 658 685 704 718 727 735 369 432 468 489 503 512 518 523 526 202 215 220 223 225 226 226 227 227 435 506 548 572 588 599 606 611 615 271 295 305 311 314 316 317 318 319 105 107 107 107 108 108 108 108 108 WELDS Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 93 1.5PLB18 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 1026 1281 1455 1573 1655 1713 914 1168 1353 1486 1581 1651 1703 822 1069 1258 1401 1507 1587 1648 1695 745 982 1172 1320 1434 1523 1591 1645 1688 680 907 1094 1244 1364 1459 1535 1595 1643 1683 625 841 1023 1174 1298 1398 1479 1544 1598 1642 578 782 960 1110 1235 1338 1424 1494 1552 1600 731 903 1050 1176 1282 1370 1444 1506 1558 686 851 996 1121 1228 1319 1396 1461 1516 645 804 946 1070 1177 1270 1349 1417 1475 609 762 900 1022 1129 1223 1304 1374 1435 577 724 858 978 1084 1178 1260 1332 1395 544 689 819 937 1042 1136 1219 1292 1356 657 783 898 1002 1096 1179 1253 1319 628 750 862 965 1058 1141 1216 1282 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 26 27 27 28 28 28 29 30 31 31 32 32 32 32 33 34 35 35 35 36 36 34 36 37 38 38 39 39 39 40 36 38 39 40 41 42 42 43 43 43 37 40 42 43 44 45 45 46 46 46 38 42 44 45 46 47 48 48 49 49 43 45 47 49 50 50 51 52 52 44 47 49 50 52 53 53 54 55 45 48 50 52 54 55 56 56 57 46 49 52 54 55 57 58 59 59 46 50 53 55 57 58 59 60 61 46 51 54 56 58 60 61 62 63 51 55 57 59 61 63 64 65 51 55 58 60 62 64 65 66 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1310 1635 1857 2008 2113 2187 1167 1491 1727 1896 2018 2108 2174 1049 1365 1607 1788 1924 2026 2104 2164 951 1254 1496 1685 1831 1944 2032 2100 2155 1310 1635 1857 2008 2113 2187 1167 1491 1727 1896 2018 2108 2174 1049 1365 1607 1788 1924 2026 2104 2164 951 1254 1496 1685 1831 1944 2032 2100 2155 1310 1635 1857 2008 2113 2187 1167 1491 1727 1896 2018 2108 2174 1049 1365 1607 1788 1924 2026 2104 2164 951 1254 1496 1685 1831 1944 2032 2100 2155 868 1158 1396 1589 1742 1863 1959 2036 2098 2148 868 1158 1396 1589 1742 1863 1959 2036 2098 2148 868 1158 1396 1589 1742 1863 1959 2036 2098 2148 798 1073 1306 1499 1657 1784 1887 1971 2040 2096 798 1073 1306 1499 1657 1784 1887 1971 2040 2096 741 1009 1229 1406 1545 1656 1742 1812 1867 1912 738 999 1225 1417 1577 1709 1817 1907 1981 2043 738 999 1225 1417 1577 1709 1817 1907 1981 2043 678 932 1146 1320 1461 1574 1665 1737 1796 1844 No Uplift 3'-6" 30 psf WELDS Span Length (ft-in.) 3'-0" 40 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 933 1152 1341 1501 1636 1749 1844 1923 1989 875 1086 1271 1431 1568 1684 1782 1865 1936 824 1027 1208 1366 1503 1621 1722 1809 1883 778 973 1149 1305 1442 1561 1665 1754 1831 736 924 1095 1248 1384 1504 1609 1701 1781 695 879 1045 1196 1330 1450 1556 1649 1731 839 1000 1147 1280 1399 1505 1600 1603 801 957 1101 1232 1350 1447 1447 1447 933 1152 1341 1501 1636 1749 1844 1923 1989 830 1034 1208 1356 1479 1581 1666 1737 1796 777 973 1143 1289 1412 1516 1603 1676 1737 730 918 1084 1227 1350 1454 1542 1616 1680 687 868 1029 1169 1291 1395 1484 1559 1624 648 822 978 1116 1235 1339 1428 1504 1570 780 932 1066 1184 1286 1375 1452 1518 742 888 1019 1135 1236 1324 1401 1447 864 1070 1242 1383 1497 1590 1665 1727 1777 804 1002 1170 1309 1424 1518 1595 1659 1711 750 941 1104 1241 1355 1450 1528 1593 1647 702 885 1043 1178 1291 1385 1464 1529 1584 658 834 987 1118 1230 1323 1402 1467 1523 618 787 935 1063 1172 1264 1342 1408 1463 744 887 1011 1118 1208 1285 1350 1405 704 842 963 1066 1155 1230 1294 1349 See page 18 for footnotes 94 VP1 VULCRAFT www.vulcraft.com 1.5PLB18 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 50 psf 1310 1635 1857 2008 2113 2187 1167 1491 1727 1896 2018 2108 2174 1049 1365 1607 1788 1924 2026 2104 2164 879 1170 1394 1561 1687 1781 1852 1907 1950 60 psf 1310 1635 1857 2008 2113 2187 1084 1391 1606 1754 1857 1931 1985 960 1258 1476 1632 1745 1827 1888 1933 855 1141 1358 1518 1637 1725 1791 1841 1880 70 psf 1213 1518 1717 1847 1934 1994 1061 1364 1572 1714 1812 1882 1932 935 1228 1439 1588 1694 1770 1826 1868 828 1109 1317 1469 1579 1660 1720 1766 1801 80 psf 1191 1490 1683 1808 1892 1949 1036 1333 1534 1669 1762 1827 1874 908 1194 1396 1537 1636 1706 1757 1795 799 1072 1271 1412 1513 1586 1640 1680 1711 1166 1460 1647 1766 1845 1899 1009 1299 1492 1620 1707 1767 1810 877 1156 1349 1480 1571 1634 1680 1714 766 1030 1217 1347 1438 1502 1549 1583 1610 1140 1427 1607 1721 1795 1846 979 1261 1445 1566 1646 1701 1740 844 1114 1295 1416 1498 1554 1595 1625 729 982 1155 1271 1351 1406 1445 1474 1496 792 1069 1289 1459 1589 1688 1764 1824 1871 1908 767 1039 1251 1413 1534 1625 1695 1749 1791 1824 738 1004 1207 1358 1470 1553 1615 1663 1700 1729 705 964 1156 1295 1395 1468 1523 1563 1595 1619 669 917 1095 1220 1307 1370 1415 1449 1474 1494 628 862 1023 1130 1203 1253 1289 1315 1335 1350 718 981 1195 1364 1496 1598 1678 1741 1791 1832 691 949 1155 1314 1437 1530 1602 1658 1702 1737 660 911 1107 1255 1366 1449 1512 1560 1598 1628 625 868 1050 1184 1281 1352 1405 1445 1476 1500 584 815 981 1097 1178 1236 1278 1309 1332 1350 537 751 893 987 1050 1092 1123 1144 1161 1173 653 903 1110 1277 1409 1513 1595 1661 1713 1756 625 869 1067 1224 1345 1439 1512 1569 1614 1650 591 829 1016 1159 1267 1348 1410 1458 1496 1525 553 781 953 1079 1170 1237 1287 1325 1353 1376 508 721 871 975 1047 1097 1134 1160 1180 1196 453 641 760 835 883 915 938 953 965 974 100 psf 3'-6" 90 psf Span Length (ft-in.) 3'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 834 1033 1196 1327 1432 1515 1582 1636 1680 772 964 1122 1251 1355 1439 1506 1561 1606 717 900 1054 1180 1282 1365 1433 1487 1533 667 843 990 1113 1213 1294 1361 1415 1460 621 789 932 1050 1147 1226 1291 1345 1389 580 740 877 990 1084 1161 1223 1275 1318 695 825 934 1023 1097 1157 1206 1247 652 776 879 964 1034 1091 1138 1176 798 988 1140 1258 1351 1424 1481 1526 1563 734 916 1062 1177 1267 1338 1395 1439 1475 676 849 989 1099 1186 1255 1309 1353 1388 624 787 920 1025 1108 1173 1224 1266 1299 575 730 854 953 1030 1091 1139 1177 1208 530 675 791 882 953 1009 1052 1087 1114 622 729 811 875 924 962 992 1015 569 665 737 792 833 865 890 909 755 932 1069 1172 1250 1310 1356 1392 1420 687 854 983 1080 1153 1209 1253 1286 1313 625 781 900 989 1057 1108 1147 1177 1201 567 710 818 898 957 1002 1036 1062 1082 511 640 734 803 852 889 917 937 954 454 566 643 698 736 763 783 798 809 701 860 976 1060 1121 1166 1200 1225 1245 627 771 874 948 1000 1039 1067 1089 1106 554 681 768 828 870 900 922 939 952 479 582 649 692 721 742 756 767 775 388 457 496 520 534 544 551 556 559 630 762 849 908 949 978 999 1014 1026 538 643 710 752 780 800 814 824 831 428 496 534 556 570 579 586 590 594 230 243 249 252 253 254 255 255 255 522 608 657 687 705 718 727 733 738 354 389 406 415 420 423 425 427 428 WELDS Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 95 1.5PLB22 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 668 839 986 1110 1213 1299 583 741 880 1002 1107 1197 1274 517 661 792 909 1013 1105 1185 1254 458 596 718 830 932 1022 1103 1175 1238 410 542 656 763 860 949 1030 1102 1167 1225 371 494 604 704 798 884 963 1035 1101 1161 338 451 558 653 743 826 903 975 1040 1100 415 519 609 694 774 849 919 984 1044 384 481 570 651 728 801 869 933 992 357 448 535 613 687 757 823 886 944 333 418 503 579 650 717 782 843 900 313 393 473 548 616 681 744 803 859 296 371 447 520 585 648 709 767 822 352 423 494 557 618 677 733 785 334 402 470 532 591 647 702 709 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 49 51 52 53 54 55 52 54 55 57 58 59 59 53 56 58 59 60 62 63 64 54 57 59 61 62 64 65 66 67 54 57 60 62 64 65 67 68 69 70 54 57 60 63 65 66 68 69 71 72 54 57 60 63 65 67 69 70 72 73 57 60 62 65 67 69 71 72 74 56 59 62 65 67 69 71 73 74 55 58 61 64 67 69 71 73 75 54 57 61 64 66 69 71 73 74 53 57 60 63 66 68 70 72 74 52 56 59 62 65 67 70 72 74 54 58 61 64 67 69 71 73 53 57 60 63 66 68 71 73 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 853 1071 1258 1416 1548 1658 745 945 1123 1279 1413 1528 1626 660 844 1011 1161 1294 1410 1512 1601 584 761 917 1060 1189 1305 1408 1500 1581 853 1071 1258 1416 1548 1658 745 945 1123 1279 1413 1528 1626 660 844 1011 1161 1294 1410 1512 1601 584 761 917 1060 1189 1305 1408 1500 1581 853 1071 1258 1416 1548 1658 745 945 1123 1279 1413 1528 1626 660 844 1011 1161 1294 1410 1512 1601 584 761 917 1060 1189 1305 1408 1500 1581 523 692 838 974 1098 1212 1314 1407 1490 1564 523 692 838 974 1098 1212 1314 1407 1490 1564 523 692 838 974 1098 1212 1314 1407 1490 1564 473 631 770 899 1018 1128 1230 1322 1406 1482 473 631 770 899 1018 1128 1230 1322 1406 1482 473 631 770 899 1018 1128 1230 1322 1406 1482 431 576 713 834 948 1055 1153 1244 1328 1404 431 576 713 834 948 1055 1153 1244 1328 1404 431 576 713 834 948 1055 1153 1244 1328 1404 No Uplift 3'-6" 30 psf WELDS Span Length (ft-in.) 3'-0" 40 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 530 662 777 886 989 1084 1174 1256 1333 490 614 727 831 930 1022 1110 1191 1267 456 571 683 782 877 966 1051 1131 1206 425 534 643 739 829 916 998 1076 1107 400 502 604 699 786 870 949 981 981 377 474 571 664 747 828 875 875 875 449 541 631 712 785 785 785 785 427 514 601 679 709 709 709 709 530 662 777 886 989 1084 1174 1256 1333 490 614 727 831 930 1022 1110 1191 1267 456 571 683 782 877 966 1051 1131 1206 425 534 643 739 829 916 998 1076 1107 400 502 604 699 786 870 949 981 981 358 455 551 638 720 797 872 875 875 337 429 521 605 684 759 785 785 785 319 406 493 575 651 709 709 709 709 530 662 777 886 989 1084 1174 1256 1333 463 586 693 794 889 977 1058 1134 1203 428 544 648 744 835 920 1000 1073 1142 397 506 608 700 787 869 946 1018 1085 370 472 572 659 743 822 897 967 981 347 444 539 623 703 779 852 875 875 See page 18 for footnotes 96 VP1 VULCRAFT www.vulcraft.com 1.5PLB22 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 50 psf 853 1071 1258 1416 1548 1658 745 945 1123 1279 1413 1528 1626 660 844 1011 1161 1294 1410 1512 1601 584 761 917 1060 1189 1305 1408 1500 1581 60 psf 853 1071 1258 1416 1548 1658 745 945 1123 1279 1413 1528 1626 660 844 1011 1161 1294 1410 1512 1601 543 714 867 1004 1127 1234 1328 1410 1482 70 psf 853 1071 1258 1416 1548 1658 745 945 1123 1279 1413 1528 1626 607 788 950 1093 1216 1323 1414 1491 532 702 853 989 1109 1214 1305 1385 1453 80 psf 853 1071 1258 1416 1548 1658 685 882 1052 1198 1321 1425 1511 595 775 936 1076 1197 1301 1389 1465 520 688 838 972 1089 1191 1279 1356 1421 788 1000 1179 1325 1445 1542 673 869 1038 1182 1302 1403 1486 582 761 920 1058 1177 1277 1363 1435 507 673 821 952 1067 1166 1250 1323 1385 660 855 1022 1163 1281 1379 1460 568 746 903 1039 1154 1251 1333 1402 492 657 803 931 1042 1137 1218 1287 1345 439 595 730 854 969 1073 1167 1251 1327 1395 428 583 716 839 952 1053 1145 1226 1299 1364 415 568 701 822 932 1031 1119 1198 1267 1328 402 553 683 803 910 1005 1090 1165 1230 1287 387 535 664 781 884 976 1056 1126 1187 1240 370 516 643 756 855 942 1017 1081 1136 1184 396 541 670 788 897 998 1089 1172 1248 1315 384 529 656 772 880 978 1066 1147 1219 1283 371 516 640 754 859 954 1040 1116 1185 1246 357 499 622 734 836 927 1009 1081 1145 1201 341 481 601 710 808 895 972 1039 1097 1148 776 988 1164 1309 1426 1521 523 692 838 974 1098 1212 1314 1407 1490 1564 480 643 786 916 1033 1138 1232 1314 1387 1451 468 630 771 899 1015 1117 1207 1287 1356 1417 455 615 755 881 994 1093 1180 1256 1322 1379 441 599 737 861 970 1066 1149 1220 1283 1336 426 581 717 838 943 1034 1113 1180 1238 1287 100 psf 3'-6" 90 psf Span Length (ft-in.) 3'-0" 6'-6" 7'-0" 7'-6" 8'-0" 493 618 730 834 931 1019 1101 1175 1242 452 573 679 778 870 956 1035 1108 1175 416 532 633 728 816 899 976 1047 1112 385 494 592 683 768 847 922 991 1054 481 603 714 816 910 996 1074 1145 1209 439 557 662 759 849 932 1008 1077 1140 8'-6" 9'-0" 9'-6" 10'-0" 467 586 695 794 885 968 1042 1109 1169 WELDS Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 97 1.5PLB20 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 946 1183 1383 1550 1688 1802 828 1046 1239 1405 1547 1667 1769 734 936 1117 1279 1421 1544 1651 1743 659 845 1015 1170 1309 1433 1542 1638 1722 592 769 929 1077 1211 1333 1442 1540 1627 1705 536 705 855 995 1125 1244 1352 1450 1539 1618 489 650 792 925 1049 1164 1270 1368 1456 1537 599 736 863 981 1093 1196 1292 1381 1462 554 688 808 921 1029 1129 1223 1311 1392 516 645 759 868 971 1069 1160 1246 1326 482 603 716 820 919 1013 1103 1187 1266 452 567 677 777 872 963 1050 1132 1210 426 534 642 737 829 917 1001 1082 1158 506 608 702 790 875 957 1035 1050 480 577 669 754 837 916 947 947 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 69 72 75 77 78 79 71 75 78 81 83 84 86 72 77 80 83 85 88 89 91 72 77 81 84 87 90 92 94 95 71 77 81 85 88 91 93 96 97 99 70 76 81 85 89 92 94 97 99 101 69 75 80 84 88 92 95 97 100 102 73 79 84 88 91 95 97 100 102 72 78 82 87 91 94 97 100 102 70 76 81 86 90 93 96 99 102 69 75 80 84 89 92 96 99 101 67 73 78 83 87 91 95 98 101 65 71 77 82 86 90 93 97 100 70 75 80 85 89 92 96 99 68 74 79 83 87 91 94 98 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1208 1510 1766 1979 2155 2300 1057 1336 1581 1793 1975 2128 2258 937 1194 1427 1633 1814 1971 2107 2225 841 1078 1296 1494 1671 1829 1968 2091 2198 1208 1510 1766 1979 2155 2300 1057 1336 1581 1793 1975 2128 2258 937 1194 1427 1633 1814 1971 2107 2225 841 1078 1296 1494 1671 1829 1968 2091 2198 1208 1510 1766 1979 2155 2300 1057 1336 1581 1793 1975 2128 2258 937 1194 1427 1633 1814 1971 2107 2225 841 1078 1296 1494 1671 1829 1968 2091 2198 755 981 1186 1374 1546 1702 1841 1966 2077 2176 755 981 1186 1374 1546 1702 1841 1966 2077 2176 755 981 1186 1374 1546 1702 1841 1966 2077 2176 684 900 1092 1271 1436 1588 1726 1851 1964 2066 684 900 1092 1271 1436 1588 1726 1851 1964 2066 684 900 1092 1271 1436 1588 1726 1851 1964 2066 624 830 1010 1180 1339 1486 1622 1746 1859 1963 624 830 1010 1180 1339 1486 1622 1746 1859 1963 624 830 1010 1180 1339 1486 1622 1746 1859 1963 No Uplift 3'-6" 40 psf WELDS Span Length (ft-in.) 3'-0" 50 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 765 940 1101 1253 1395 1527 1650 1762 1866 708 878 1031 1176 1313 1442 1562 1673 1776 659 824 969 1108 1240 1364 1481 1591 1684 616 770 914 1047 1173 1294 1408 1480 1480 578 723 864 991 1113 1230 1311 1311 1311 544 681 819 941 1059 1170 1170 1170 1170 645 776 896 1009 1050 1050 1050 1050 613 737 854 947 947 947 947 947 765 940 1101 1253 1395 1527 1650 1762 1866 708 878 1031 1176 1313 1442 1562 1673 1776 659 824 969 1108 1240 1364 1481 1591 1684 584 739 875 1005 1127 1243 1351 1452 1480 545 691 825 949 1067 1178 1284 1311 1311 511 648 779 898 1011 1119 1170 1170 1170 611 738 852 961 1050 1050 1050 1050 578 700 809 914 947 947 947 947 724 893 1050 1197 1332 1457 1571 1675 1769 666 829 979 1119 1250 1371 1482 1584 1678 615 773 915 1049 1175 1292 1401 1501 1593 571 724 859 987 1108 1221 1326 1424 1480 532 677 808 930 1046 1156 1258 1311 1311 497 634 762 879 991 1096 1170 1170 1170 See page 18 for footnotes 98 VP1 VULCRAFT www.vulcraft.com 1.5PLB20 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 60 psf 1208 1510 1766 1979 2155 2300 1057 1336 1581 1793 1975 2128 2258 937 1194 1427 1633 1814 1971 2107 2225 841 1078 1296 1494 1671 1829 1968 2091 2198 70 psf 1208 1510 1766 1979 2155 2300 1057 1336 1581 1793 1975 2128 2258 937 1194 1427 1633 1814 1971 2107 2225 841 1078 1296 1494 1671 1829 1968 2091 2198 80 psf 1208 1510 1766 1979 2155 2300 1057 1336 1581 1793 1975 2128 2258 868 1121 1346 1542 1710 1854 1976 2080 767 1001 1212 1399 1564 1707 1831 1938 2030 1208 1510 1766 1979 2155 2300 1057 1336 1581 1793 1975 2128 2258 854 1106 1329 1523 1689 1830 1949 2050 752 985 1194 1379 1541 1681 1801 1905 1993 1208 1510 1766 1979 2155 2300 966 1239 1473 1670 1834 1970 2082 839 1091 1312 1502 1665 1803 1919 2016 736 968 1175 1358 1516 1652 1769 1869 1953 1113 1406 1648 1845 2004 2131 952 1223 1455 1650 1811 1944 2053 824 1073 1292 1480 1640 1774 1886 1980 719 949 1155 1334 1489 1621 1733 1829 1910 755 981 1186 1374 1546 1702 1841 1966 2077 2176 695 915 1114 1295 1457 1600 1727 1838 1935 2021 681 899 1097 1276 1435 1576 1699 1806 1900 1982 666 883 1079 1255 1411 1548 1667 1771 1861 1939 650 864 1059 1232 1384 1517 1633 1732 1818 1892 632 845 1037 1207 1355 1483 1594 1688 1769 1839 634 845 1033 1206 1364 1507 1635 1749 1850 1940 621 830 1017 1189 1344 1484 1609 1719 1818 1904 606 814 999 1169 1321 1458 1579 1686 1780 1863 590 796 980 1147 1296 1429 1546 1649 1738 1817 573 776 958 1122 1268 1396 1508 1606 1691 1765 555 755 934 1095 1236 1359 1466 1558 1638 1706 573 773 950 1114 1265 1404 1529 1642 1743 1834 559 757 933 1095 1244 1380 1502 1611 1709 1796 543 740 914 1075 1221 1353 1471 1576 1669 1752 527 721 893 1051 1194 1322 1435 1536 1624 1702 508 700 871 1025 1164 1287 1395 1490 1573 1645 488 678 845 996 1129 1247 1349 1437 1514 1580 110 psf 100 psf 3'-6" 90 psf Span Length (ft-in.) 3'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 711 877 1033 1178 1311 1433 1543 1644 1734 652 813 961 1099 1227 1346 1454 1553 1642 601 756 897 1029 1152 1266 1372 1468 1557 556 706 840 966 1084 1194 1297 1391 1478 516 661 788 909 1022 1129 1227 1311 1311 694 859 1013 1156 1286 1405 1512 1608 1695 637 795 941 1077 1202 1316 1421 1515 1601 585 737 876 1006 1126 1236 1337 1430 1513 676 840 992 1131 1258 1372 1475 1567 1649 620 774 918 1051 1172 1283 1382 1472 1552 9'-0" 9'-6" 10'-0" 656 818 967 1103 1225 1335 1432 1519 1595 634 793 939 1071 1188 1291 1382 1462 1532 WELDS Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 99 1.5PLB19 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 1207 1505 1756 1963 2133 2272 1056 1333 1575 1783 1959 2107 2232 937 1193 1423 1626 1803 1956 2087 2201 841 1078 1295 1490 1664 1818 1953 2071 2175 763 982 1185 1372 1541 1694 1830 1951 2058 2154 691 901 1092 1270 1433 1582 1717 1839 1949 2048 631 831 1011 1180 1337 1482 1615 1737 1847 1948 772 941 1101 1252 1393 1523 1643 1753 1854 715 880 1032 1176 1312 1439 1557 1666 1767 666 825 970 1108 1239 1362 1478 1585 1686 623 777 915 1047 1173 1293 1405 1511 1610 585 731 866 992 1114 1229 1339 1442 1540 551 689 821 943 1059 1171 1278 1379 1475 651 781 897 1010 1118 1221 1320 1324 618 743 856 964 1069 1169 1195 1195 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 90 95 99 102 105 107 91 98 103 107 110 112 115 91 99 104 109 113 116 119 121 90 98 105 110 114 118 121 124 126 88 97 104 110 115 119 123 126 129 131 86 96 103 110 115 119 123 127 130 133 84 94 102 108 114 119 123 127 131 134 91 100 107 113 118 123 127 130 134 89 98 105 111 117 122 126 130 134 87 96 103 110 115 121 125 129 133 84 93 101 108 114 119 124 128 132 82 91 99 106 112 117 122 127 131 80 89 97 104 110 116 121 125 129 87 95 102 108 114 119 124 128 85 93 100 106 112 117 122 126 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1540 1921 2241 2506 2723 2901 1348 1702 2011 2276 2501 2690 2850 1197 1523 1817 2075 2301 2496 2665 2809 1074 1376 1653 1902 2124 2321 2493 2644 2776 1540 1921 2241 2506 2723 2901 1348 1702 2011 2276 2501 2690 2850 1197 1523 1817 2075 2301 2496 2665 2809 1074 1376 1653 1902 2124 2321 2493 2644 2776 1540 1921 2241 2506 2723 2901 1348 1702 2011 2276 2501 2690 2850 1197 1523 1817 2075 2301 2496 2665 2809 1074 1376 1653 1902 2124 2321 2493 2644 2776 973 1253 1513 1751 1968 2162 2336 2491 2628 2749 973 1253 1513 1751 1968 2162 2336 2491 2628 2749 973 1253 1513 1751 1968 2162 2336 2491 2628 2749 882 1150 1394 1621 1829 2020 2192 2348 2488 2614 882 1150 1394 1621 1829 2020 2192 2348 2488 2614 882 1150 1394 1621 1829 2020 2192 2348 2488 2614 806 1061 1291 1506 1707 1892 2062 2217 2359 2487 806 1061 1291 1506 1707 1892 2062 2217 2359 2487 806 1061 1291 1506 1707 1892 2062 2217 2359 2487 No Uplift 3'-6" 50 psf WELDS Span Length (ft-in.) 3'-0" 60 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 985 1201 1406 1598 1778 1944 2097 2238 2367 913 1123 1317 1502 1675 1837 1987 2127 2256 850 1054 1239 1415 1582 1739 1886 2024 2124 795 992 1168 1337 1498 1650 1794 1866 1866 746 933 1105 1267 1422 1569 1653 1653 1653 703 880 1048 1203 1352 1475 1475 1475 1475 832 997 1146 1289 1324 1324 1324 1324 789 948 1093 1195 1195 1195 1195 1195 985 1201 1406 1598 1778 1944 2097 2238 2367 913 1123 1317 1502 1675 1837 1987 2127 2256 805 1002 1184 1355 1516 1665 1804 1932 2050 749 939 1112 1276 1431 1576 1711 1837 1866 699 883 1048 1205 1354 1494 1625 1653 1653 654 831 989 1140 1283 1419 1475 1475 1475 782 936 1081 1219 1324 1324 1324 1324 738 888 1027 1160 1195 1195 1195 1195 924 1137 1336 1521 1692 1847 1989 2117 2233 856 1056 1246 1423 1587 1739 1878 2004 2120 791 985 1165 1335 1493 1640 1775 1900 2014 734 921 1093 1255 1408 1550 1682 1804 1866 683 864 1028 1183 1330 1467 1595 1653 1653 638 813 969 1118 1259 1392 1475 1475 1475 See page 18 for footnotes 100 VP1 VULCRAFT www.vulcraft.com 1.5PLB19 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 70 psf 1540 1921 2241 2506 2723 2901 1348 1702 2011 2276 2501 2690 2850 1197 1523 1817 2075 2301 2496 2665 2809 1074 1376 1653 1902 2124 2321 2493 2644 2776 80 psf 1540 1921 2241 2506 2723 2901 1348 1702 2011 2276 2501 2690 2850 1197 1523 1817 2075 2301 2496 2665 2809 1074 1376 1653 1902 2124 2321 2493 2644 2776 1540 1921 2241 2506 2723 2901 1348 1702 2011 2276 2501 2690 2850 1197 1523 1817 2075 2301 2496 2665 2809 984 1281 1549 1785 1991 2170 2324 2456 2569 1540 1921 2241 2506 2723 2901 1348 1702 2011 2276 2501 2690 2850 1097 1418 1700 1943 2150 2326 2474 2598 968 1264 1530 1763 1967 2142 2292 2420 2530 1540 1921 2241 2506 2723 2901 1242 1587 1882 2130 2334 2503 2642 1081 1401 1680 1921 2125 2297 2442 2563 951 1246 1509 1740 1940 2111 2257 2382 2488 1540 1921 2241 2506 2723 2901 1226 1570 1863 2108 2309 2475 2610 1065 1382 1660 1897 2098 2266 2407 2524 933 1226 1487 1715 1911 2078 2220 2340 2442 973 1253 1513 1751 1968 2162 2336 2491 2628 2749 894 1170 1423 1651 1854 2034 2191 2329 2449 2553 878 1153 1404 1630 1830 2006 2160 2294 2410 2511 861 1135 1384 1607 1804 1977 2126 2256 2368 2465 843 1115 1363 1583 1776 1944 2089 2214 2322 2414 823 1095 1339 1556 1745 1908 2048 2168 2271 2359 817 1079 1318 1537 1735 1914 2073 2214 2339 2450 802 1062 1300 1517 1713 1888 2044 2181 2303 2409 786 1044 1280 1495 1688 1859 2011 2145 2262 2365 769 1025 1259 1471 1660 1828 1975 2104 2217 2315 750 1004 1236 1445 1630 1793 1935 2059 2167 2260 730 982 1211 1416 1597 1755 1891 2009 2111 2199 738 987 1212 1420 1611 1784 1940 2080 2206 2317 723 970 1193 1399 1587 1757 1910 2046 2167 2275 706 951 1173 1376 1561 1727 1876 2008 2124 2227 687 931 1150 1351 1532 1694 1838 1965 2076 2174 668 908 1126 1323 1500 1657 1795 1916 2022 2114 646 885 1099 1293 1465 1616 1747 1862 1961 2047 120 psf 110 psf 100 psf 3'-6" 90 psf Span Length (ft-in.) 3'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 908 1119 1317 1500 1667 1820 1958 2082 2194 838 1038 1226 1401 1562 1710 1845 1968 2079 775 966 1145 1312 1467 1610 1742 1862 1972 717 902 1072 1231 1381 1519 1647 1765 1866 666 844 1006 1159 1302 1436 1560 1653 1653 890 1100 1295 1475 1640 1788 1922 2042 2149 819 1018 1203 1375 1533 1678 1808 1926 2033 757 945 1121 1286 1437 1577 1704 1819 1923 698 880 1047 1204 1350 1484 1607 1720 1822 870 1078 1272 1448 1608 1753 1882 1997 2099 798 995 1178 1347 1501 1640 1766 1878 1979 735 921 1095 1256 1403 1538 1659 1769 1867 848 1055 1245 1418 1573 1712 1836 1945 2042 776 970 1150 1315 1464 1598 1717 1823 1918 9'-0" 9'-6" 10'-0" 825 1029 1216 1384 1534 1667 1784 1886 1977 799 1000 1183 1345 1489 1614 1724 1819 1902 WELDS Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 101 1.5PLB18 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 1383 1737 2029 2267 2459 2614 1212 1541 1825 2066 2267 2434 2573 1076 1382 1653 1889 2093 2266 2414 2540 966 1249 1506 1735 1937 2113 2266 2399 2514 876 1139 1380 1600 1798 1973 2129 2266 2386 2492 797 1045 1273 1483 1674 1847 2003 2142 2266 2376 729 965 1180 1380 1565 1734 1888 2027 2153 2266 896 1099 1289 1467 1631 1782 1921 2047 2162 835 1027 1209 1379 1539 1687 1823 1949 2064 778 964 1137 1301 1455 1599 1733 1857 1972 728 908 1073 1230 1379 1519 1650 1773 1887 683 858 1016 1166 1310 1446 1574 1694 1807 644 811 964 1108 1247 1379 1504 1622 1733 767 917 1056 1189 1317 1439 1554 1603 727 874 1008 1136 1260 1378 1447 1447 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 1 2 3 4 5 6 7 8 9 10 Span Length (ft-in.) 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" 110 119 125 129 133 136 111 121 128 134 138 142 145 110 121 129 136 141 146 149 152 108 120 129 137 143 148 152 156 159 105 118 128 136 143 149 153 157 161 164 102 115 126 135 142 149 154 158 162 166 99 113 124 133 141 148 153 158 163 166 110 121 131 139 146 152 158 162 167 107 119 129 137 145 151 157 162 166 104 116 126 135 143 149 155 160 165 101 113 124 133 140 147 154 159 164 98 110 121 130 138 145 152 157 162 95 107 118 127 136 143 150 155 161 105 115 125 133 141 147 153 159 102 113 122 131 138 145 151 157 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1766 2217 2591 2895 3140 3337 1547 1968 2330 2637 2894 3107 3284 1374 1764 2110 2411 2671 2893 3082 3243 1234 1595 1922 2214 2472 2697 2893 3062 3209 1766 2217 2591 2895 3140 3337 1547 1968 2330 2637 2894 3107 3284 1374 1764 2110 2411 2671 2893 3082 3243 1234 1595 1922 2214 2472 2697 2893 3062 3209 1766 2217 2591 2895 3140 3337 1547 1968 2330 2637 2894 3107 3284 1374 1764 2110 2411 2671 2893 3082 3243 1234 1595 1922 2214 2472 2697 2893 3062 3209 1119 1454 1762 2043 2295 2519 2718 2893 3046 3181 1119 1454 1762 2043 2295 2519 2718 2893 3046 3181 1119 1454 1762 2043 2295 2519 2718 2893 3046 3181 1018 1334 1625 1893 2137 2358 2557 2734 2892 3033 1018 1334 1625 1893 2137 2358 2557 2734 2892 3033 1018 1334 1625 1893 2137 2358 2557 2734 2892 3033 930 1232 1506 1761 1997 2213 2410 2588 2748 2892 930 1232 1506 1761 1997 2213 2410 2588 2748 2892 867 1162 1431 1678 1904 2107 2290 2452 2596 2724 No Uplift 3'-6" 60 psf WELDS Span Length (ft-in.) 3'-0" 70 psf Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 1144 1402 1646 1872 2082 2275 2452 2613 2759 1066 1311 1543 1761 1964 2153 2327 2488 2635 993 1231 1452 1661 1857 2041 2212 2371 2518 929 1160 1370 1570 1760 1939 2107 2261 2261 872 1096 1297 1489 1672 1846 2003 2003 2003 822 1035 1230 1415 1592 1760 1787 1787 1787 979 1170 1348 1518 1603 1603 1603 1603 928 1116 1286 1447 1447 1447 1447 1447 1144 1402 1646 1872 2082 2275 2452 2613 2759 1008 1248 1475 1685 1879 2057 2219 2366 2499 937 1166 1382 1583 1771 1944 2103 2248 2381 871 1093 1298 1492 1673 1841 1996 2139 2261 813 1027 1223 1409 1583 1746 1898 2003 2003 761 968 1155 1333 1502 1660 1787 1787 1787 914 1094 1265 1427 1580 1603 1603 1603 864 1037 1202 1358 1447 1447 1447 1447 1071 1325 1560 1777 1975 2153 2314 2459 2588 992 1231 1456 1663 1855 2029 2188 2331 2460 922 1148 1362 1561 1746 1916 2071 2212 2340 856 1074 1278 1469 1647 1812 1963 2102 2229 797 1008 1202 1386 1557 1717 1864 2000 2003 744 948 1134 1310 1475 1629 1773 1787 1787 See page 18 for footnotes 102 VP1 VULCRAFT www.vulcraft.com 1.5PLB18 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 80 psf 1766 2217 2591 2895 3140 3337 1547 1968 2330 2637 2894 3107 3284 1374 1764 2110 2411 2671 2893 3082 3243 1234 1595 1922 2214 2472 2697 2893 3062 3209 1766 2217 2591 2895 3140 3337 1547 1968 2330 2637 2894 3107 3284 1374 1764 2110 2411 2671 2893 3082 3243 1234 1595 1922 2214 2472 2697 2893 3062 3209 1766 2217 2591 2895 3140 3337 1547 1968 2330 2637 2894 3107 3284 1374 1764 2110 2411 2671 2893 3082 3243 1134 1489 1805 2081 2319 2523 2696 2843 2968 1766 2217 2591 2895 3140 3337 1547 1968 2330 2637 2894 3107 3284 1266 1647 1979 2262 2500 2699 2864 3002 1118 1472 1785 2059 2293 2493 2662 2806 2927 1766 2217 2591 2895 3140 3337 1432 1843 2189 2475 2708 2897 3051 1250 1630 1960 2240 2474 2669 2831 2965 1101 1453 1765 2035 2266 2461 2627 2766 2883 1766 2217 2591 2895 3140 3337 1417 1826 2170 2452 2682 2868 3019 1233 1612 1939 2216 2447 2638 2795 2926 1084 1434 1743 2009 2236 2427 2588 2723 2836 1119 1454 1762 2043 2295 2519 2718 2893 3046 3181 1029 1359 1659 1926 2162 2367 2545 2699 2832 2947 1013 1342 1640 1904 2137 2338 2513 2663 2792 2902 996 1324 1619 1881 2110 2307 2477 2623 2747 2854 978 1304 1598 1856 2080 2273 2439 2579 2700 2802 959 1284 1574 1829 2049 2237 2397 2533 2648 2746 943 1252 1535 1793 2024 2229 2411 2570 2709 2831 928 1235 1517 1772 2000 2202 2379 2534 2670 2788 911 1217 1497 1750 1974 2172 2345 2496 2626 2740 893 1198 1476 1725 1946 2139 2307 2453 2579 2688 874 1177 1453 1699 1915 2103 2266 2406 2527 2631 853 1155 1428 1670 1881 2064 2221 2355 2470 2569 852 1146 1413 1659 1881 2082 2260 2419 2559 2683 836 1128 1394 1637 1857 2053 2228 2382 2518 2638 819 1109 1373 1613 1829 2022 2192 2341 2472 2587 801 1089 1351 1588 1800 1987 2152 2296 2422 2531 782 1067 1326 1560 1767 1949 2108 2246 2366 2469 761 1044 1300 1529 1731 1907 2059 2190 2303 2401 130 psf 120 psf 110 psf 100 psf 3'-6" 90 psf Span Length (ft-in.) 3'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 1054 1306 1540 1754 1948 2123 2280 2420 2545 974 1212 1434 1640 1827 1998 2152 2291 2415 903 1129 1340 1537 1718 1884 2034 2171 2294 838 1054 1256 1444 1618 1779 1926 2059 2181 779 987 1179 1360 1527 1683 1825 1956 2003 1036 1286 1518 1728 1919 2089 2242 2377 2497 955 1191 1411 1613 1797 1963 2112 2246 2365 883 1107 1316 1509 1686 1847 1993 2124 2241 819 1031 1230 1415 1586 1741 1882 2010 2125 1016 1265 1493 1700 1886 2052 2199 2329 2443 934 1168 1385 1584 1763 1924 2067 2195 2308 861 1083 1289 1478 1651 1806 1945 2070 2181 994 1241 1466 1669 1850 2010 2151 2274 2383 911 1144 1357 1551 1724 1879 2016 2137 2243 971 1215 1436 1634 1809 1962 2097 2214 2316 886 1116 1325 1513 1681 1828 1958 2071 2170 9'-0" 9'-6" 10'-0" 946 1187 1403 1595 1763 1909 2036 2145 2240 WELDS Net Wind Number Uplift of VSC2's Pressure per Span 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 103 3.0PLN™ 3" Deep Roof Deck Used with PunchLok® II System Approximate Dimensions 3.0PLN™ DECK Deck Weight and Section Properties Deck Type Design Thickness (in.) Weight (psf) Ix Idn Idi Idm Spos Sneg Va (in4/ft) (in4/ft) (in4/ft) (in4/ft) (in3/ft) (in3/ft) (lb/ft) 3.0PLN22 0.0295 2.26 0.882 0.697 0.856 0.865 0.346 0.413 2566 3.0PLN20 0.0358 2.71 1.071 0.874 1.066 1.068 0.451 0.538 4047 3.0PLN19 0.0418 3.15 1.252 1.054 1.252 1.252 0.561 0.645 5517 3.0PLN18 0.0474 3.56 1.420 1.228 1.420 1.420 0.661 0.747 7070 Notes: 1. Section properties are based on Fy = 50,000 psi 2. Ix = Gross Moment of Inertia 3. Idn = Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Normal Position) 4. Idi = Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Inverted Position) 5. Idm = Moment of Inertia for Deflection due to Uniform Loads for Multiple Span Conditions 6. Spos = Positive Effective Section Modulus 7. Sneg = Negative Effective Section Modulus 8. Va = Allowable Reaction governed by web shear Attachment Patterns to Supports 24/4 Note: 104 VP1 indicates location of arc spot weld, power actuated fastener, or screw as indicated in the load tables. indicates location of arc seam weld, power actuated fastener, or screw as indicated in the load tables. VULCRAFT www.vulcraft.com GRAVITY LOAD TABLES 3.0PLN22 Allowable Uniform Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 8'-0" 9'-0" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" Stress 108 85 69 63 57 52 48 44 L/360 60 42 31 26 23 20 18 16 SINGLE L/240 90 63 46 40 35 30 27 24 L/180 ♦♦♦ 84 61 53 46 40 35 31 Stress 116 102 83 75 68 62 57 53 L/360 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 60 53 47 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 131 117 103 94 85 78 72 66 L/360 ♦♦♦ 98 72 62 54 47 41 37 TRIPLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ 93 81 71 62 55 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 13'-0" 41 14 21 28 49 42 ♦♦♦ ♦♦♦ 61 33 49 ♦♦♦ 13'-6" 38 12 19 25 45 37 ♦♦♦ ♦♦♦ 57 29 44 ♦♦♦ 14'-0" 35 11 17 22 42 33 ♦♦♦ ♦♦♦ 53 26 39 52 14'-6" 33 10 15 20 39 30 ♦♦♦ ♦♦♦ 49 23 35 47 15'-0" 31 9 14 18 37 27 ♦♦♦ ♦♦♦ 46 21 32 42 13'-0" 53 17 26 35 64 51 ♦♦♦ ♦♦♦ 80 40 60 ♦♦♦ 13'-6" 49 16 23 31 59 46 ♦♦♦ ♦♦♦ 74 36 54 72 14'-0" 46 14 21 28 55 41 ♦♦♦ ♦♦♦ 69 32 48 64 14'-6" 43 13 19 25 51 37 ♦♦♦ ♦♦♦ 64 29 43 58 15'-0" 40 11 17 23 48 33 ♦♦♦ ♦♦♦ 60 26 39 52 13'-0" 67 21 32 42 76 60 ♦♦♦ ♦♦♦ 95 47 71 94 13'-6" 62 19 28 38 71 54 ♦♦♦ ♦♦♦ 88 42 63 84 14'-0" 57 17 25 34 66 48 ♦♦♦ ♦♦♦ 82 38 57 75 14'-6" 53 15 23 30 61 43 ♦♦♦ ♦♦♦ 77 34 51 68 15'-0" 50 14 21 27 57 39 ♦♦♦ ♦♦♦ 72 31 46 61 13'-0" 78 25 37 49 88 68 ♦♦♦ ♦♦♦ 111 53 80 107 13'-6" 73 22 33 44 82 61 ♦♦♦ ♦♦♦ 102 48 72 95 14'-0" 67 20 29 39 76 55 ♦♦♦ ♦♦♦ 95 43 64 86 14'-6" 63 18 27 35 71 49 ♦♦♦ ♦♦♦ 89 39 58 77 15'-0" 59 16 24 32 66 44 ♦♦♦ ♦♦♦ 83 35 52 70 3.0PLN20 Allowable Uniform Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 8'-0" 9'-0" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" Stress 141 111 90 82 75 68 63 58 L/360 75 53 38 33 29 25 22 20 SINGLE L/240 113 79 58 50 43 38 33 29 L/180 ♦♦♦ 105 77 66 58 51 44 39 Stress 166 133 108 98 89 81 75 69 L/360 ♦♦♦ ♦♦♦ ♦♦♦ 98 85 74 65 58 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 188 166 135 122 111 102 93 86 L/360 173 121 88 76 66 58 51 45 TRIPLE L/240 ♦♦♦ ♦♦♦ 133 114 100 87 77 68 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 3.0PLN19 3.0PLN18 Allowable Uniform Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 8'-0" 9'-0" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" Stress 207 163 132 120 109 100 92 85 L/360 105 74 54 47 40 35 31 28 SINGLE L/240 158 111 81 70 61 53 47 41 L/180 ♦♦♦ 148 108 93 81 71 62 55 Stress 233 184 149 136 123 113 104 96 L/360 ♦♦♦ ♦♦♦ ♦♦♦ 130 113 99 87 77 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 292 231 187 169 154 141 130 120 L/360 229 161 117 101 88 77 68 60 TRIPLE L/240 ♦♦♦ ♦♦♦ 176 152 132 116 102 90 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ See page 17 for footnotes www.vulcraft.com VULCRAFT VP1 105 3.0PLN™ DECK Allowable Uniform Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 8'-0" 9'-0" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" Stress 176 139 112 102 93 85 78 72 L/360 90 63 46 40 35 30 27 24 SINGLE L/240 136 95 69 60 52 46 40 36 L/180 ♦♦♦ 127 93 80 70 61 54 47 Stress 202 159 129 117 107 98 90 83 L/360 ♦♦♦ ♦♦♦ ♦♦♦ 114 99 87 77 68 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 251 199 161 146 133 122 112 103 L/360 202 142 104 89 78 68 60 53 TRIPLE L/240 ♦♦♦ ♦♦♦ 155 134 117 102 90 80 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ALLOWABLE REACTIONS DUE TO WEB CRIPPLING 3.0PLN22 Bearing Length (in.) Allowable Reaction (lb/ft) One Flange Loading Two Flange Loading End Interior End Interior 1.50 581 941 558 1080 2.00 638 1021 601 2.50 689 1091 Bearing Length (in.) Allowable Reaction (lb/ft) One Flange Loading Two Flange Loading End Interior End Interior 1.50 837 1362 863 1591 1180 2.00 917 1473 926 1732 639 1269 2.50 987 1570 982 1857 3.00 735 1155 674 1348 3.00 1051 1658 1033 1970 3.50 777 1213 705 1422 3.50 1110 1739 1079 2074 4.00 816 1268 735 1490 4.00 1164 1814 1122 2171 4.50 853 1319 762 1554 4.50 1215 1885 1163 2261 5.00 888 1367 789 1615 5.00 1264 1952 1201 2347 5.50 921 1413 813 1673 5.50 1310 2015 1238 2429 6.00 952 1457 837 1728 6.00 1354 2076 1273 2507 ≥ 6.50 964 1473 846 1749 6.50 1396 2134 1306 2582 7.00 1437 2190 1339 2654 7.50 1476 2244 1370 2723 ≥ 8.00 1477 2246 1371 2726 Bearing Length (in.) 3.0PLN™ DECK 3.0PLN20 3.0PLN19 3.0PLN18 Allowable Reaction (lb/ft) Allowable Reaction (lb/ft) One Flange Loading Two Flange Loading End Interior End Interior 1.50 1119 1830 1213 2162 2.00 1223 1972 1299 2348 Bearing Length (in.) One Flange Loading Two Flange Loading End Interior End Interior 1.50 1417 2323 1594 2768 2.00 1545 2499 1703 3000 2.50 1315 2098 1374 2512 2.50 1657 2653 1798 3204 3.00 1397 2212 1443 2660 3.00 1759 2793 1885 3389 3.50 1473 2317 1505 2797 3.50 1853 2922 1964 3559 4.00 1544 2414 1564 2924 4.00 1941 3042 2038 3717 4.50 1611 2505 1619 3043 4.50 2023 3154 2108 3865 5.00 1674 2592 1670 3156 5.00 2100 3261 2174 4006 5.50 1733 2674 1720 3263 5.50 2174 3362 2236 4139 6.00 1791 2753 1767 3366 6.00 2244 3459 2296 4267 6.50 1845 2828 1812 3464 6.50 2312 3551 2353 4389 7.00 1898 2901 1856 3559 7.00 2377 3641 2409 4507 7.50 1949 2971 1898 3650 7.50 2440 3727 2462 4621 ≥ 8.00 1995 3034 1936 3733 ≥ 8.00 2495 3802 2509 4720 See page 17 for footnotes 106 VP1 VULCRAFT www.vulcraft.com WIND UPLIFT LOAD TABLES 3.0PLN22 Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 8'-0" 9'-0" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" Stress 129 102 83 75 68 62 57 53 L/360 74 52 38 33 29 25 22 19 SINGLE L/240 111 78 57 49 43 37 33 29 L/180 ♦♦♦ ♦♦♦ 76 66 57 50 44 39 Stress 108 85 69 63 57 52 48 44 L/360 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 135 107 87 78 71 65 60 55 L/360 ♦♦♦ 98 72 62 54 47 41 37 TRIPLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 55 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 13'-0" 49 17 26 35 41 ♦♦♦ ♦♦♦ ♦♦♦ 51 33 49 ♦♦♦ 13'-6" 45 15 23 31 38 37 ♦♦♦ ♦♦♦ 47 29 44 ♦♦♦ 14'-0" 42 14 21 28 35 33 ♦♦♦ ♦♦♦ 44 26 39 ♦♦♦ 14'-6" 39 12 19 25 33 30 ♦♦♦ ♦♦♦ 41 23 35 ♦♦♦ 15'-0" 37 11 17 23 31 27 ♦♦♦ ♦♦♦ 38 21 32 ♦♦♦ 13'-0" 64 21 32 43 53 51 ♦♦♦ ♦♦♦ 67 40 60 ♦♦♦ 13'-6" 59 19 29 38 49 46 ♦♦♦ ♦♦♦ 62 36 54 ♦♦♦ 14'-0" 55 17 26 34 46 41 ♦♦♦ ♦♦♦ 58 32 48 ♦♦♦ 14'-6" 51 15 23 31 43 37 ♦♦♦ ♦♦♦ 54 29 43 ♦♦♦ 15'-0" 48 14 21 28 40 33 ♦♦♦ ♦♦♦ 50 26 39 ♦♦♦ 13'-0" 76 25 38 50 67 60 ♦♦♦ ♦♦♦ 83 47 71 ♦♦♦ 13'-6" 71 22 34 45 62 54 ♦♦♦ ♦♦♦ 77 42 63 ♦♦♦ 14'-0" 66 20 30 40 57 48 ♦♦♦ ♦♦♦ 72 38 57 ♦♦♦ 14'-6" 61 18 27 36 53 43 ♦♦♦ ♦♦♦ 67 34 51 ♦♦♦ 15'-0" 57 16 24 33 50 39 ♦♦♦ ♦♦♦ 62 31 46 61 13'-0" 88 28 43 57 78 68 ♦♦♦ ♦♦♦ 98 53 80 ♦♦♦ 13'-6" 82 25 38 51 73 61 ♦♦♦ ♦♦♦ 91 48 72 ♦♦♦ 14'-0" 76 23 34 45 67 55 ♦♦♦ ♦♦♦ 84 43 64 ♦♦♦ 14'-6" 71 20 31 41 63 49 ♦♦♦ ♦♦♦ 79 39 58 77 15'-0" 66 18 28 37 59 44 ♦♦♦ ♦♦♦ 73 35 52 70 3.0PLN20 Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 8'-0" 9'-0" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" Stress 168 133 108 98 89 81 75 69 L/360 92 64 47 41 35 31 27 24 SINGLE L/240 137 96 70 61 53 46 41 36 L/180 ♦♦♦ 129 94 81 70 62 54 48 Stress 141 111 90 82 75 68 63 58 L/360 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 176 139 113 102 93 85 78 72 L/360 173 121 88 76 66 58 51 45 TRIPLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 77 68 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 3.0PLN19 3.0PLN18 Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 8'-0" 9'-0" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" Stress 233 184 149 136 123 113 104 96 L/360 122 85 62 54 47 41 36 32 SINGLE L/240 183 128 93 81 70 61 54 48 L/180 ♦♦♦ 171 125 108 94 82 72 64 Stress 207 163 132 120 109 100 92 85 L/360 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 99 87 77 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 258 204 165 150 137 125 115 106 L/360 229 161 117 101 88 77 68 60 TRIPLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 132 116 102 90 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ See page 17 for footnotes www.vulcraft.com VULCRAFT VP1 107 3.0PLN™ DECK Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf) Span Length (ft-in.) Number Criteria of Spans 8'-0" 9'-0" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" Stress 202 159 129 117 107 98 90 83 L/360 107 75 55 47 41 36 32 28 SINGLE L/240 161 113 82 71 62 54 48 42 L/180 ♦♦♦ 151 110 95 83 72 64 56 Stress 176 139 112 102 93 85 78 72 L/360 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 77 68 DOUBLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ Stress 220 173 141 127 116 106 98 90 L/360 202 142 104 89 78 68 60 53 TRIPLE L/240 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ 102 90 80 L/180 ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦ DIAPHRAGM TABLES 3.0PLN with Hilti X-HSN 24 3.0PLN22 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 387 470 545 613 674 728 776 817 854 887 366 446 519 586 646 700 748 791 829 862 348 424 496 561 620 674 722 765 804 839 331 405 474 538 596 649 698 741 780 815 315 387 454 516 573 626 674 718 757 793 300 370 435 496 552 604 652 695 735 771 286 355 418 477 532 583 631 674 714 750 274 341 402 459 513 564 610 654 694 730 263 328 387 443 496 545 591 634 674 711 315 373 427 479 528 573 616 655 692 304 360 413 463 511 556 598 637 674 293 348 399 449 496 540 581 620 657 283 336 387 435 481 524 565 604 640 274 325 375 422 467 510 550 588 624 265 315 363 409 454 496 536 573 609 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 20 21 21 22 23 23 24 24 24 25 20 21 22 23 23 24 24 25 25 25 20 21 22 23 24 24 25 25 26 26 20 21 22 23 24 25 25 26 26 27 20 21 23 23 24 25 26 26 27 27 20 21 23 24 25 25 26 27 27 28 20 21 23 24 25 26 26 27 28 28 20 21 23 24 25 26 27 27 28 28 20 21 23 24 25 26 27 27 28 29 21 23 24 25 26 27 28 28 29 21 23 24 25 26 27 28 28 29 21 22 24 25 26 27 28 29 29 21 22 24 25 26 27 28 29 29 21 22 24 25 26 27 28 29 30 20 22 23 25 26 27 28 29 30 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 335 396 455 510 561 610 655 697 736 323 383 439 493 544 592 636 678 717 312 370 425 477 527 574 618 660 699 302 358 411 463 512 558 601 643 681 291 346 399 449 497 542 585 626 664 281 335 387 436 483 527 570 610 648 314 371 424 472 516 557 593 626 655 302 357 409 456 500 540 576 608 638 291 345 395 442 484 523 559 591 620 281 333 382 428 469 508 543 575 604 271 322 370 414 455 493 528 560 588 262 312 358 402 442 479 514 545 573 286 334 377 414 446 473 496 516 534 274 321 362 398 429 455 478 497 514 263 308 348 383 412 438 460 479 495 253 296 335 368 397 421 443 461 476 243 285 322 354 382 405 426 443 458 234 274 310 341 367 390 410 426 440 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 10 psf No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 20 psf HILTI X-HSN 24 Load Type Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 411 500 580 652 717 774 825 870 909 943 390 474 548 613 669 718 760 796 827 853 366 443 508 563 609 647 679 706 728 747 389 474 552 624 688 745 796 841 882 917 369 449 521 585 641 690 732 768 800 828 345 419 482 536 581 619 651 678 700 719 370 451 527 597 660 717 768 814 855 892 349 427 497 559 615 663 706 743 775 803 326 397 459 511 556 593 625 651 674 693 352 431 504 572 634 691 742 788 830 867 332 406 475 536 590 638 681 718 751 779 309 377 437 488 531 568 600 626 648 667 335 411 483 549 610 666 717 763 806 844 316 388 454 514 567 615 657 695 727 756 293 359 416 466 509 545 576 602 624 643 319 394 463 527 587 643 693 740 782 821 301 371 435 493 546 593 635 672 705 734 279 342 398 446 487 523 553 579 601 619 305 377 444 507 566 620 671 717 759 798 287 355 417 474 526 572 614 651 684 713 265 326 380 427 467 502 532 557 578 597 291 362 427 488 546 600 649 695 738 777 275 340 400 456 507 552 594 631 664 693 253 312 364 409 449 482 511 536 557 575 279 348 411 471 527 580 629 675 717 756 264 326 385 439 489 534 575 611 644 674 241 298 349 393 431 464 492 516 536 554 See page 18 for footnotes 108 VP1 VULCRAFT www.vulcraft.com 3.0PLN22 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued Span Length (ft-in.) 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 338 404 457 499 532 558 579 596 610 622 299 349 385 411 430 444 455 464 471 476 237 263 279 289 296 301 304 307 309 310 317 379 430 470 502 528 548 564 578 589 276 321 353 376 393 406 416 423 429 433 204 222 234 241 245 248 251 252 253 254 297 357 405 444 474 498 518 533 546 557 254 294 323 343 357 368 376 382 387 391 168 180 186 190 193 194 196 197 197 198 280 336 382 419 447 470 489 503 515 525 233 268 292 309 321 330 337 342 345 349 127 132 135 137 138 139 139 140 140 140 263 317 360 395 422 443 460 474 485 495 212 242 262 275 285 292 297 300 303 306 248 299 340 372 397 417 433 446 456 464 190 214 230 240 247 252 256 259 261 262 234 282 320 350 373 391 406 418 427 435 167 186 197 204 209 212 214 216 217 219 221 266 301 328 350 366 379 390 398 405 142 154 161 165 168 170 171 172 173 174 208 250 282 307 326 341 353 362 370 376 112 119 122 124 126 127 127 128 128 128 50 psf 40 psf 30 psf 8'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 235 264 286 303 316 327 335 341 346 219 246 265 280 291 300 307 312 316 204 227 244 257 266 273 279 283 286 189 208 222 232 240 245 250 253 256 172 188 199 207 213 217 220 223 225 154 167 175 181 185 188 190 192 193 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 109 3.0PLN20 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 521 633 732 818 894 958 1014 1062 1103 1139 495 602 699 785 860 926 983 1032 1075 1112 470 574 669 754 829 895 953 1003 1048 1086 448 549 641 724 799 865 924 975 1021 1061 427 525 615 697 771 837 896 948 995 1036 409 503 591 671 744 810 869 922 969 1011 392 483 568 647 719 784 843 897 944 987 376 464 547 624 695 760 819 872 920 964 361 447 527 603 672 737 795 849 897 941 431 509 583 651 715 773 826 875 919 415 492 564 631 694 751 804 853 898 401 476 546 612 674 731 784 832 877 388 460 529 594 655 711 764 812 857 375 446 513 577 637 692 744 793 838 364 433 498 561 619 674 726 774 819 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 28 30 31 33 34 35 35 36 37 37 28 30 32 33 34 35 36 37 38 38 28 30 32 33 35 36 37 38 38 39 28 30 32 34 35 36 37 38 39 40 28 30 32 34 35 37 38 39 40 40 28 30 32 34 35 37 38 39 40 41 28 30 32 34 36 37 38 39 40 41 27 30 32 34 36 37 38 40 41 42 27 30 32 34 36 37 39 40 41 42 29 32 34 36 37 39 40 41 42 29 31 34 35 37 39 40 41 42 29 31 33 35 37 39 40 41 42 28 31 33 35 37 38 40 41 42 28 31 33 35 37 38 40 41 42 28 30 33 35 36 38 40 41 42 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 458 542 620 693 760 822 879 931 978 442 523 600 671 738 799 856 908 955 427 506 581 651 717 777 834 885 933 413 490 563 632 696 757 812 864 912 399 475 546 614 677 737 792 843 891 387 460 530 596 659 718 772 824 871 429 505 574 637 692 741 784 823 856 413 488 555 616 671 720 763 801 835 398 471 537 597 651 700 742 781 814 385 455 520 579 632 680 723 761 795 372 441 504 562 614 662 704 742 775 360 427 489 546 597 644 686 723 757 388 451 504 548 585 616 642 664 682 373 433 485 528 564 594 619 640 658 358 416 466 508 543 572 596 616 633 344 401 448 489 522 550 574 593 610 331 386 432 470 503 530 552 571 587 319 371 416 453 484 510 531 549 564 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 10 psf No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 20 psf HILTI X-HSN 24 Load Type Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 555 673 779 871 951 1020 1079 1130 1174 1211 527 637 732 812 880 937 984 1024 1057 1085 494 593 674 740 793 836 870 898 922 941 526 641 744 835 915 985 1046 1098 1144 1183 499 606 699 779 846 904 952 993 1027 1057 467 562 642 707 759 802 837 865 889 908 500 611 712 802 882 952 1014 1067 1115 1156 473 577 668 747 814 872 921 963 998 1029 442 534 612 675 727 770 805 833 857 877 476 584 682 771 850 920 983 1038 1086 1129 450 551 640 717 784 842 892 934 970 1002 419 508 584 646 697 740 774 803 827 846 455 559 654 741 820 890 953 1009 1058 1102 429 526 613 689 756 814 864 906 943 975 398 485 558 619 669 711 745 773 797 817 435 535 628 714 791 861 924 981 1031 1076 409 504 588 663 729 787 837 880 917 950 379 462 533 593 642 683 717 745 769 788 417 514 604 688 765 834 897 954 1005 1050 392 483 565 639 704 761 811 855 892 925 361 442 511 569 617 657 690 718 741 761 400 494 582 664 739 808 871 928 979 1025 375 463 544 616 680 737 787 830 868 902 345 423 490 546 593 632 665 692 715 734 384 475 561 641 715 784 846 903 954 1001 360 446 524 595 658 714 763 807 845 879 330 405 470 524 570 608 640 667 689 708 See page 18 for footnotes 110 VP1 VULCRAFT www.vulcraft.com 3.0PLN20 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued Span Length (ft-in.) 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 454 536 599 647 683 712 733 751 765 776 397 456 496 524 545 559 570 578 585 590 309 337 354 364 371 376 379 382 384 385 158 161 163 164 165 165 166 166 166 166 426 505 565 611 646 673 695 711 725 735 367 420 456 481 498 511 521 528 533 538 265 285 297 304 308 312 314 315 317 318 401 475 533 577 611 637 657 673 686 696 337 384 416 437 452 463 471 477 482 486 218 230 237 241 244 246 247 248 249 249 377 448 503 545 577 601 620 636 648 657 309 349 376 394 407 415 422 427 430 433 165 171 175 176 178 178 179 179 180 180 356 423 475 514 544 567 585 599 610 619 280 314 336 350 360 367 372 376 379 381 106 108 108 109 109 109 110 110 110 110 335 399 447 484 512 533 550 563 573 582 251 278 295 306 313 318 322 324 326 328 317 376 421 455 481 501 516 528 537 545 220 240 252 260 265 268 270 272 273 275 299 354 396 427 450 468 482 492 501 508 186 200 207 212 215 217 218 219 220 220 282 333 371 399 420 436 448 457 465 471 148 155 159 161 163 164 164 165 165 165 60 psf 50 psf 40 psf 30 psf 8'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 312 347 372 390 404 414 422 429 434 292 322 344 360 372 380 387 393 397 271 297 316 329 339 346 352 356 359 249 272 287 298 305 311 316 319 322 227 245 257 265 271 276 279 281 283 203 217 226 232 236 239 241 243 244 106 108 108 109 109 109 109 110 110 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 111 3.0PLN20 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 521 633 732 818 894 958 1014 1062 1103 1139 495 602 699 785 860 926 983 1032 1075 1112 470 574 669 754 829 895 953 1003 1048 1086 448 549 641 724 799 865 924 975 1021 1061 427 525 615 697 771 837 896 948 995 1036 409 503 591 671 744 810 869 922 969 1011 392 483 568 647 719 784 843 897 944 987 376 464 547 624 695 760 819 872 920 964 361 447 527 603 672 737 795 849 897 941 431 509 583 651 715 773 826 875 919 415 492 564 631 694 751 804 853 898 401 476 546 612 674 731 784 832 877 388 460 529 594 655 711 764 812 857 375 446 513 577 637 692 744 793 838 364 433 498 561 619 674 726 774 819 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 28 30 31 33 34 35 35 36 37 37 28 30 32 33 34 35 36 37 38 38 28 30 32 33 35 36 37 38 38 39 28 30 32 34 35 36 37 38 39 40 28 30 32 34 35 37 38 39 40 40 28 30 32 34 35 37 38 39 40 41 28 30 32 34 36 37 38 39 40 41 27 30 32 34 36 37 38 40 41 42 27 30 32 34 36 37 39 40 41 42 29 32 34 36 37 39 40 41 42 29 31 34 35 37 39 40 41 42 29 31 33 35 37 39 40 41 42 28 31 33 35 37 38 40 41 42 28 31 33 35 37 38 40 41 42 28 30 33 35 36 38 40 41 42 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 458 542 620 693 760 822 879 931 978 442 523 600 671 738 799 856 908 955 427 506 581 651 717 777 834 885 933 413 490 563 632 696 757 812 864 912 399 475 546 614 677 737 792 843 891 387 460 530 596 659 718 772 824 871 434 512 583 648 706 757 803 844 880 419 494 564 627 684 736 782 822 859 404 478 546 608 665 715 761 802 838 390 462 529 590 646 696 741 782 818 377 447 513 573 627 677 722 763 799 365 434 497 556 610 659 704 744 780 404 473 532 584 628 665 698 725 749 389 455 513 564 607 644 675 703 726 374 439 495 544 587 623 654 681 704 361 423 478 526 568 603 634 660 683 348 409 462 509 549 584 614 640 662 336 395 447 492 532 566 595 620 642 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 10 psf No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 20 psf HILTI X-HSN 24 Load Type Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 555 673 779 871 951 1020 1079 1130 1174 1211 532 644 741 823 893 952 1001 1043 1078 1108 506 609 695 766 825 872 911 943 970 992 526 641 744 835 915 985 1046 1098 1144 1183 504 612 707 789 859 919 969 1012 1048 1080 478 578 663 733 791 839 879 911 938 961 500 611 712 802 882 952 1014 1067 1115 1156 478 583 676 757 827 887 938 982 1020 1052 453 550 633 702 760 808 847 880 908 931 476 584 682 771 850 920 983 1038 1086 1129 455 557 647 727 797 857 909 953 992 1025 430 524 605 673 730 778 818 851 879 902 455 559 654 741 820 890 953 1009 1058 1102 433 532 621 699 768 828 881 926 965 999 409 500 579 646 702 749 789 823 851 875 435 535 628 714 791 861 924 981 1031 1076 414 510 596 673 741 801 853 899 939 974 390 478 554 620 676 723 762 796 824 848 417 514 604 688 765 834 897 954 1005 1050 396 489 573 648 716 775 828 874 914 949 372 458 532 596 651 697 736 770 798 822 400 494 582 664 739 808 871 928 979 1025 379 469 551 625 692 751 803 849 890 925 356 438 511 573 627 673 712 745 773 796 384 475 561 641 715 784 846 903 954 1001 364 451 531 604 669 728 780 826 866 902 341 421 491 552 605 650 688 721 748 772 See page 18 for footnotes 112 VP1 VULCRAFT www.vulcraft.com 3.0PLN20 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued Span Length (ft-in.) 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 476 567 640 697 742 778 806 829 847 862 438 513 569 611 642 666 684 698 709 718 387 441 478 503 520 533 543 550 556 560 311 340 357 367 375 379 383 386 388 389 192 199 202 204 206 206 207 207 208 208 448 536 607 663 708 743 771 793 812 826 410 481 534 573 603 625 642 656 666 675 355 403 435 457 472 483 491 497 502 506 267 288 300 307 312 315 318 319 321 322 122 124 125 126 126 126 126 126 126 126 423 508 577 631 675 709 737 759 777 792 384 451 501 537 565 586 602 614 624 632 324 366 393 411 424 433 439 444 448 451 220 234 241 245 248 250 251 252 253 253 400 482 548 601 643 677 704 726 743 758 359 422 469 503 528 547 562 573 582 589 293 329 351 365 375 382 388 391 394 396 169 175 179 181 182 183 183 184 184 184 379 458 522 573 614 646 672 694 711 725 337 395 438 469 492 509 522 533 541 547 262 291 308 319 326 331 335 338 340 341 110 112 113 114 114 114 114 115 115 115 360 435 497 546 585 617 642 662 679 693 315 369 408 436 457 472 484 493 500 505 230 251 263 271 276 279 282 283 285 286 342 414 473 520 558 588 613 632 648 661 295 344 379 404 422 435 445 453 459 463 194 208 216 221 224 226 227 228 229 229 326 395 451 496 532 561 584 603 618 631 275 319 349 371 386 398 406 412 417 421 154 162 166 168 170 171 171 172 172 172 310 376 430 473 507 534 556 574 588 600 255 294 320 338 351 360 367 372 376 379 108 111 112 113 114 114 114 114 114 115 70 psf 60 psf 50 psf 40 psf 30 psf 8'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 359 410 451 483 509 529 546 559 570 342 390 429 459 483 503 518 531 541 326 372 408 436 459 477 491 502 512 311 354 387 414 434 451 464 474 483 296 336 367 391 410 425 437 446 454 281 318 347 369 386 399 410 418 425 268 290 304 314 322 327 331 334 337 241 258 270 277 283 287 290 292 294 212 225 233 239 242 245 247 249 250 181 190 195 199 201 203 204 205 205 147 152 155 157 158 159 159 160 160 109 111 112 113 113 114 114 114 114 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 113 3.0PLN19 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 648 785 904 1007 1094 1168 1230 1283 1328 1366 615 748 866 968 1056 1131 1195 1250 1297 1338 585 715 830 931 1019 1096 1162 1219 1267 1310 558 683 796 897 985 1062 1129 1187 1238 1282 533 655 765 864 952 1029 1098 1157 1209 1255 510 628 736 833 921 998 1067 1128 1181 1228 489 603 709 805 891 969 1038 1099 1153 1201 469 580 683 777 863 940 1009 1071 1126 1175 451 559 659 752 836 913 982 1044 1100 1150 539 637 727 811 887 956 1018 1075 1125 520 616 704 787 862 931 993 1050 1101 503 596 683 764 838 907 969 1026 1077 486 577 662 742 816 883 946 1003 1055 471 559 643 721 794 861 923 980 1032 456 543 625 701 773 840 902 958 1011 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 38 41 43 45 47 48 49 50 51 52 38 41 43 45 47 49 50 51 52 53 38 41 44 46 48 49 51 52 53 54 37 41 44 46 48 50 51 53 54 55 37 41 44 46 48 50 52 53 55 56 37 40 44 46 49 51 52 54 55 57 36 40 43 46 49 51 53 54 56 57 36 40 43 46 49 51 53 54 56 57 35 39 43 46 48 51 53 55 56 58 39 42 46 48 51 53 55 56 58 39 42 45 48 50 53 55 56 58 38 42 45 48 50 52 55 56 58 38 41 44 47 50 52 54 56 58 37 41 44 47 50 52 54 56 58 37 40 44 47 49 52 54 56 58 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 573 677 774 862 943 1017 1083 1143 1197 553 655 749 837 917 990 1057 1117 1171 535 634 726 812 892 964 1031 1091 1146 517 614 705 789 868 940 1006 1067 1122 501 595 684 767 845 916 982 1043 1098 486 577 664 746 823 893 959 1020 1075 536 630 713 787 852 908 957 1000 1037 517 608 690 763 827 883 932 975 1012 499 588 669 740 804 859 908 951 989 482 569 648 719 781 837 885 928 966 466 551 629 698 760 815 863 906 943 451 534 610 678 739 794 842 884 922 483 557 619 669 710 744 772 795 814 464 536 595 644 684 717 744 766 785 446 515 573 620 659 690 716 738 756 428 495 551 597 634 665 690 711 728 412 477 530 574 610 640 664 684 700 397 459 510 553 587 615 638 658 673 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 10 psf No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 20 psf HILTI X-HSN 24 Load Type Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 689 835 962 1071 1164 1242 1308 1365 1412 1453 654 788 901 994 1071 1134 1186 1229 1264 1294 612 730 825 899 958 1004 1041 1071 1095 1114 654 796 921 1030 1123 1203 1272 1330 1380 1423 620 751 862 955 1032 1097 1150 1194 1231 1262 579 694 786 860 919 965 1003 1033 1057 1077 622 760 883 991 1084 1166 1236 1296 1348 1393 589 716 825 918 996 1061 1115 1161 1199 1231 549 660 751 823 882 928 966 996 1021 1041 593 727 847 954 1048 1130 1201 1263 1317 1364 561 684 791 883 961 1027 1082 1128 1168 1201 521 629 717 789 846 893 930 961 985 1006 567 696 814 919 1013 1095 1168 1231 1286 1335 535 655 760 850 928 994 1050 1097 1137 1172 496 600 686 756 813 859 896 926 951 972 543 668 783 887 979 1062 1135 1199 1256 1306 511 627 730 820 897 963 1019 1067 1108 1143 472 573 657 726 781 827 863 893 918 938 520 642 754 856 948 1030 1104 1169 1227 1278 489 602 703 791 867 933 989 1038 1080 1115 450 548 630 697 751 796 832 861 886 906 499 617 727 827 918 1000 1074 1139 1198 1250 469 579 677 763 839 905 961 1010 1052 1088 430 525 604 669 723 766 801 831 855 875 480 594 701 800 889 971 1045 1111 1170 1223 450 557 653 738 812 877 934 983 1025 1062 412 503 580 643 695 738 772 801 824 844 See page 18 for footnotes 114 VP1 VULCRAFT www.vulcraft.com 3.0PLN19 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued Span Length (ft-in.) 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 559 655 726 779 818 848 870 888 902 913 486 551 595 624 645 660 671 679 686 691 371 401 418 428 435 440 443 446 447 449 185 188 190 191 192 192 192 193 193 193 526 617 686 736 774 803 825 842 855 866 448 507 545 571 590 603 612 619 625 629 316 337 349 356 361 364 366 367 369 370 495 582 647 696 732 759 780 797 809 820 411 463 497 519 535 546 554 560 564 568 258 271 278 282 285 286 288 288 289 290 466 549 611 657 691 717 737 752 764 774 375 420 448 467 480 488 495 500 503 506 195 201 204 206 207 208 208 208 209 209 440 518 576 620 652 676 694 709 720 729 340 377 400 414 424 431 436 440 442 445 124 125 126 127 127 127 127 127 127 127 415 489 543 583 613 636 653 666 676 685 303 332 350 361 368 373 376 379 381 382 391 461 511 548 576 596 612 624 633 641 264 286 298 305 310 313 316 317 319 320 369 433 480 514 538 557 571 582 590 597 222 236 243 248 251 253 254 255 256 256 348 407 449 480 502 518 530 540 547 553 175 182 186 188 190 190 191 192 192 192 60 psf 50 psf 40 psf 30 psf 8'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 381 419 446 465 479 490 498 504 509 355 388 411 428 440 449 456 461 465 328 357 377 391 400 408 413 418 421 301 325 341 352 360 366 370 374 376 273 292 305 313 319 323 327 329 331 243 257 266 273 277 280 282 284 285 124 125 126 126 127 127 127 127 127 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 115 3.0PLN19 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 648 785 904 1007 1094 1168 1230 1283 1328 1366 615 748 866 968 1056 1131 1195 1250 1297 1338 585 715 830 931 1019 1096 1162 1219 1267 1310 558 683 796 897 985 1062 1129 1187 1238 1282 533 655 765 864 952 1029 1098 1157 1209 1255 510 628 736 833 921 998 1067 1128 1181 1228 489 603 709 805 891 969 1038 1099 1153 1201 469 580 683 777 863 940 1009 1071 1126 1175 451 559 659 752 836 913 982 1044 1100 1150 539 637 727 811 887 956 1018 1075 1125 520 616 704 787 862 931 993 1050 1101 503 596 683 764 838 907 969 1026 1077 486 577 662 742 816 883 946 1003 1055 471 559 643 721 794 861 923 980 1032 456 543 625 701 773 840 902 958 1011 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 38 41 43 45 47 48 49 50 51 52 38 41 43 45 47 49 50 51 52 53 38 41 44 46 48 49 51 52 53 54 37 41 44 46 48 50 51 53 54 55 37 41 44 46 48 50 52 53 55 56 37 40 44 46 49 51 52 54 55 57 36 40 43 46 49 51 53 54 56 57 36 40 43 46 49 51 53 54 56 57 35 39 43 46 48 51 53 55 56 58 39 42 46 48 51 53 55 56 58 39 42 45 48 50 53 55 56 58 38 42 45 48 50 52 55 56 58 38 41 44 47 50 52 54 56 58 37 41 44 47 50 52 54 56 58 37 40 44 47 49 52 54 56 58 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 573 677 774 862 943 1017 1083 1143 1197 553 655 749 837 917 990 1057 1117 1171 535 634 726 812 892 964 1031 1091 1146 517 614 705 789 868 940 1006 1067 1122 501 595 684 767 845 916 982 1043 1098 486 577 664 746 823 893 959 1020 1075 548 645 733 812 882 944 998 1046 1089 528 624 710 788 857 919 973 1022 1064 510 603 688 764 833 895 949 998 1040 493 584 667 742 810 871 926 974 1017 477 566 647 721 789 849 903 952 995 462 549 628 702 768 828 882 930 974 517 604 679 744 800 847 888 922 952 498 582 656 720 775 822 862 897 926 480 562 635 698 752 798 838 872 901 463 544 615 676 729 775 815 848 877 447 526 595 656 708 753 792 825 854 432 509 577 636 687 732 770 803 832 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 10 psf No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 20 psf HILTI X-HSN 24 Load Type Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 689 835 962 1071 1164 1242 1308 1365 1412 1453 664 802 920 1018 1100 1167 1223 1270 1309 1342 637 765 871 957 1026 1082 1128 1165 1195 1221 654 796 921 1030 1123 1203 1272 1330 1380 1423 630 765 880 978 1061 1130 1187 1236 1277 1311 604 728 832 918 988 1045 1091 1129 1161 1187 622 760 883 991 1084 1166 1236 1296 1348 1393 599 730 843 941 1024 1094 1153 1203 1245 1281 573 694 796 881 951 1009 1056 1095 1127 1155 593 727 847 954 1048 1130 1201 1263 1317 1364 571 698 809 906 988 1059 1119 1170 1214 1251 545 663 763 847 917 974 1022 1062 1095 1123 567 696 814 919 1013 1095 1168 1231 1286 1335 545 668 777 872 955 1026 1087 1139 1184 1222 519 634 732 815 884 942 990 1030 1064 1092 543 668 783 887 979 1062 1135 1199 1256 1306 521 640 747 841 923 994 1056 1109 1155 1194 496 607 703 784 853 911 959 999 1033 1062 520 642 754 856 948 1030 1104 1169 1227 1278 499 615 719 812 893 964 1026 1080 1126 1167 474 582 675 756 824 881 929 970 1004 1033 499 617 727 827 918 1000 1074 1139 1198 1250 478 591 693 784 865 936 998 1052 1099 1140 454 559 650 729 796 853 901 941 976 1005 480 594 701 800 889 971 1045 1111 1170 1223 459 569 668 758 838 908 970 1025 1072 1114 435 537 626 703 769 826 873 914 949 978 See page 18 for footnotes 116 VP1 VULCRAFT www.vulcraft.com 3.0PLN19 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 606 722 813 885 941 985 1020 1048 1070 1089 569 668 743 799 842 874 899 918 934 946 522 602 658 698 726 747 763 775 785 792 460 516 552 576 593 604 613 619 624 628 374 404 422 433 440 445 448 451 453 454 251 261 266 268 270 271 272 273 273 273 573 685 775 846 901 946 981 1009 1032 1051 535 631 703 758 799 830 854 873 888 901 487 561 614 650 677 696 711 722 731 737 419 468 499 519 533 542 549 555 559 562 320 342 354 361 366 369 371 373 374 375 173 177 178 179 180 180 181 181 181 181 542 651 739 809 864 908 943 971 994 1013 505 596 666 718 758 788 812 830 844 856 454 523 571 605 629 646 659 669 677 683 379 420 446 462 473 480 486 490 493 496 263 276 284 288 291 292 294 295 295 296 515 620 705 774 828 872 907 935 958 977 476 564 631 681 718 747 770 787 801 813 423 486 530 560 581 597 608 617 624 629 339 372 392 404 412 418 422 425 427 429 200 207 210 212 213 214 215 215 215 215 489 591 674 741 795 838 872 900 923 942 450 534 597 645 681 708 729 746 759 770 393 450 489 515 534 548 558 565 571 576 297 322 336 345 351 355 357 360 361 362 130 132 133 133 134 134 134 134 134 134 466 564 645 710 763 805 839 866 889 907 426 505 565 610 644 670 690 705 718 728 364 415 449 471 487 499 507 513 518 522 253 269 279 284 288 290 292 293 294 295 444 539 617 681 732 773 806 834 856 874 403 478 534 576 608 632 651 665 677 686 335 380 408 427 440 450 456 461 465 468 203 213 218 221 223 224 225 226 226 226 424 516 592 653 703 743 775 802 823 841 382 452 505 544 573 595 612 625 636 644 307 344 367 382 392 400 405 409 412 414 148 152 154 155 156 157 157 157 157 157 405 494 567 627 675 714 745 771 792 809 361 427 476 512 539 559 574 586 596 603 277 306 325 336 344 349 353 356 358 359 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 473 544 601 648 686 716 741 761 778 454 522 577 622 658 688 712 731 748 435 501 554 597 632 660 683 702 718 418 481 532 573 607 633 655 673 688 401 462 511 550 582 607 628 645 659 386 443 490 527 557 581 601 617 630 403 448 480 505 523 536 547 555 562 379 420 449 471 487 499 508 515 521 356 392 418 437 451 461 469 475 480 332 364 386 402 414 423 429 435 439 308 335 354 367 377 384 389 394 397 283 306 321 332 339 345 349 352 355 267 280 288 294 297 300 302 303 304 225 234 239 242 244 246 247 248 248 179 184 187 188 189 190 191 191 192 129 131 132 133 133 134 134 134 134 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 117 3.0PLN18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 764 924 1062 1178 1275 1357 1425 1482 1530 1571 726 882 1018 1134 1233 1317 1388 1447 1498 1541 692 843 977 1093 1193 1278 1351 1413 1466 1511 660 807 939 1054 1154 1241 1315 1379 1434 1482 631 774 903 1017 1117 1205 1281 1346 1403 1452 604 743 869 982 1082 1170 1247 1314 1372 1423 579 714 838 949 1048 1136 1214 1282 1342 1395 556 687 808 918 1016 1104 1183 1252 1313 1367 535 662 780 888 986 1074 1152 1222 1284 1339 639 754 860 957 1044 1123 1193 1256 1312 617 730 834 929 1016 1094 1165 1228 1285 597 707 809 903 989 1067 1138 1202 1259 577 685 785 878 963 1041 1112 1176 1234 559 664 763 854 938 1015 1086 1151 1209 542 645 741 831 914 991 1062 1126 1185 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 48 53 56 59 61 63 64 66 67 68 48 53 56 59 62 64 65 67 68 70 48 53 56 59 62 64 66 68 70 71 48 52 56 60 63 65 67 69 71 72 47 52 56 60 63 65 68 70 71 73 47 52 56 60 63 66 68 70 72 74 46 51 56 60 63 66 68 70 72 74 45 51 55 59 63 66 68 71 73 75 45 50 55 59 63 66 68 71 73 75 50 54 59 62 65 68 71 73 75 49 54 58 62 65 68 71 73 75 48 53 58 62 65 68 71 73 75 48 53 57 61 65 68 70 73 75 47 52 57 61 64 67 70 73 75 46 52 56 60 64 67 70 73 75 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 680 803 915 1018 1111 1194 1269 1336 1395 657 776 887 989 1081 1164 1239 1307 1367 635 752 860 960 1052 1135 1210 1278 1340 614 729 835 934 1024 1107 1182 1251 1313 595 707 811 908 998 1080 1155 1224 1286 577 686 788 884 973 1054 1129 1198 1261 635 744 840 924 997 1059 1113 1160 1200 613 719 814 897 969 1031 1085 1132 1172 592 696 789 871 942 1004 1058 1105 1146 572 674 765 846 916 978 1032 1079 1120 553 653 742 822 892 953 1007 1054 1095 536 633 721 799 869 930 983 1030 1071 569 654 723 778 823 859 889 913 933 547 629 695 749 793 828 857 880 900 526 605 669 721 763 797 825 848 867 505 582 644 694 735 768 795 816 835 486 560 620 668 707 739 765 786 803 468 539 597 643 680 711 735 755 772 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 10 psf No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 20 psf HILTI X-HSN 24 Load Type Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 813 983 1130 1253 1357 1444 1516 1577 1628 1671 771 926 1055 1159 1244 1313 1368 1414 1451 1483 720 856 961 1043 1107 1157 1196 1227 1252 1272 773 939 1083 1207 1312 1401 1476 1540 1594 1639 732 883 1010 1115 1201 1271 1329 1376 1415 1448 682 814 918 999 1063 1113 1152 1184 1210 1230 736 897 1039 1163 1269 1360 1437 1503 1560 1608 696 844 969 1073 1160 1231 1291 1339 1380 1414 647 775 877 958 1021 1071 1111 1143 1169 1190 702 859 999 1121 1228 1320 1399 1467 1526 1576 663 807 930 1034 1121 1193 1254 1304 1346 1381 615 739 839 918 981 1031 1071 1103 1129 1150 671 823 961 1082 1189 1282 1362 1432 1493 1545 633 773 894 997 1084 1157 1218 1269 1312 1349 585 706 803 881 943 993 1032 1064 1090 1112 642 790 925 1045 1151 1245 1326 1398 1460 1514 605 741 860 962 1049 1122 1184 1236 1280 1317 558 675 770 846 907 956 995 1027 1053 1074 616 760 891 1010 1115 1209 1292 1364 1428 1484 579 712 828 929 1015 1089 1151 1204 1249 1287 533 646 738 813 873 921 959 991 1017 1038 591 731 860 976 1081 1175 1258 1332 1396 1454 555 685 799 898 983 1057 1119 1172 1218 1257 509 619 708 781 840 887 925 956 981 1002 569 705 830 945 1049 1142 1226 1300 1366 1424 533 659 770 868 953 1026 1089 1142 1188 1228 487 593 680 751 808 854 892 922 947 967 See page 18 for footnotes 118 VP1 VULCRAFT www.vulcraft.com 3.0PLN18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 30 psf 40 psf 50 psf 60 psf Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 656 763 841 898 940 971 994 1013 1027 1038 565 637 683 715 736 751 762 771 777 782 427 458 476 486 493 498 501 504 506 507 209 213 215 216 216 217 217 217 217 218 617 720 795 849 889 919 942 960 974 985 521 585 626 654 672 686 695 703 708 712 363 385 397 404 408 411 414 415 416 417 106 106 106 107 107 107 107 107 107 107 581 679 751 803 841 870 892 908 922 932 478 534 570 593 609 620 628 635 639 643 295 308 315 319 322 324 325 326 326 327 548 641 709 758 794 821 842 858 871 880 436 484 514 533 546 555 562 566 570 573 221 228 231 232 234 234 235 235 235 236 516 605 668 715 749 774 793 808 820 829 394 433 457 472 482 489 494 498 501 503 140 142 142 143 143 143 144 144 144 144 487 570 630 673 704 728 746 759 770 779 350 381 399 410 418 423 426 429 431 432 460 537 592 632 661 682 698 711 721 728 304 327 339 347 352 355 357 359 360 361 433 505 556 592 618 637 652 663 671 678 255 269 276 281 284 286 287 288 289 289 408 474 520 552 575 592 605 615 622 628 199 207 211 213 214 215 216 216 217 217 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 443 484 512 533 547 558 566 573 578 412 448 472 490 502 511 518 523 528 381 411 432 446 456 464 469 474 477 348 374 391 402 410 416 420 423 426 315 335 348 357 363 367 370 373 374 279 294 304 310 314 317 319 321 322 140 142 142 143 143 143 143 144 144 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 119 3.0PLN18 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 764 924 1062 1178 1275 1357 1425 1482 1530 1571 726 882 1018 1134 1233 1317 1388 1447 1498 1541 692 843 977 1093 1193 1278 1351 1413 1466 1511 660 807 939 1054 1154 1241 1315 1379 1434 1482 631 774 903 1017 1117 1205 1281 1346 1403 1452 604 743 869 982 1082 1170 1247 1314 1372 1423 579 714 838 949 1048 1136 1214 1282 1342 1395 556 687 808 918 1016 1104 1183 1252 1313 1367 535 662 780 888 986 1074 1152 1222 1284 1339 639 754 860 957 1044 1123 1193 1256 1312 617 730 834 929 1016 1094 1165 1228 1285 597 707 809 903 989 1067 1138 1202 1259 577 685 785 878 963 1041 1112 1176 1234 559 664 763 854 938 1015 1086 1151 1209 542 645 741 831 914 991 1062 1126 1185 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 48 53 56 59 61 63 64 66 67 68 48 53 56 59 62 64 65 67 68 70 48 53 56 59 62 64 66 68 70 71 48 52 56 60 63 65 67 69 71 72 47 52 56 60 63 65 68 70 71 73 47 52 56 60 63 66 68 70 72 74 46 51 56 60 63 66 68 70 72 74 45 51 55 59 63 66 68 71 73 75 45 50 55 59 63 66 68 71 73 75 50 54 59 62 65 68 71 73 75 49 54 58 62 65 68 71 73 75 48 53 58 62 65 68 71 73 75 48 53 57 61 65 68 70 73 75 47 52 57 61 64 67 70 73 75 46 52 56 60 64 67 70 73 75 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 680 803 915 1018 1111 1194 1269 1336 1395 657 776 887 989 1081 1164 1239 1307 1367 635 752 860 960 1052 1135 1210 1278 1340 614 729 835 934 1024 1107 1182 1251 1313 595 707 811 908 998 1080 1155 1224 1286 577 686 788 884 973 1054 1129 1198 1261 651 765 867 958 1038 1107 1168 1222 1268 628 740 840 930 1009 1079 1140 1194 1241 607 716 815 903 982 1052 1113 1167 1215 587 693 791 878 956 1025 1087 1141 1189 568 672 768 854 931 1000 1062 1116 1164 550 652 746 831 907 976 1037 1092 1140 614 716 804 878 941 995 1040 1078 1110 592 691 777 851 913 966 1011 1049 1082 571 668 752 825 887 939 984 1022 1054 552 646 729 800 861 913 957 995 1027 533 626 706 776 836 888 932 969 1001 516 606 685 754 813 863 907 944 976 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 10 psf No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 20 psf HILTI X-HSN 24 Load Type Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 813 983 1130 1253 1357 1444 1516 1577 1628 1671 785 945 1080 1191 1282 1356 1417 1468 1509 1544 753 902 1023 1119 1196 1258 1308 1348 1380 1407 773 939 1083 1207 1312 1401 1476 1540 1594 1639 745 902 1035 1146 1238 1315 1378 1431 1474 1511 714 860 979 1075 1153 1216 1267 1309 1343 1371 736 897 1039 1163 1269 1360 1437 1503 1560 1608 709 862 993 1104 1197 1275 1340 1394 1440 1478 679 820 938 1034 1113 1176 1228 1271 1306 1335 702 859 999 1121 1228 1320 1399 1467 1526 1576 676 825 954 1064 1158 1237 1303 1359 1406 1446 646 784 900 995 1074 1138 1191 1234 1270 1300 671 823 961 1082 1189 1282 1362 1432 1493 1545 645 790 917 1026 1120 1200 1267 1325 1373 1415 617 751 864 959 1037 1102 1155 1199 1236 1266 642 790 925 1045 1151 1245 1326 1398 1460 1514 617 758 883 991 1084 1164 1233 1291 1341 1384 589 719 831 924 1002 1067 1120 1165 1202 1233 616 760 891 1010 1115 1209 1292 1364 1428 1484 591 728 850 957 1050 1131 1200 1259 1310 1354 564 690 799 891 969 1033 1087 1132 1170 1201 591 731 860 976 1081 1175 1258 1332 1396 1454 568 701 820 926 1018 1098 1168 1228 1280 1325 540 663 770 860 937 1001 1055 1100 1138 1170 569 705 830 945 1049 1142 1226 1300 1366 1424 545 675 792 895 987 1067 1137 1198 1250 1296 518 638 742 831 907 971 1024 1069 1108 1140 See page 18 for footnotes 120 VP1 VULCRAFT www.vulcraft.com 3.0PLN18 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 717 851 956 1036 1099 1147 1185 1216 1240 1260 675 790 876 939 986 1022 1049 1071 1088 1101 622 715 780 825 858 882 899 913 924 932 553 620 663 692 711 725 735 743 748 753 461 500 523 537 546 552 557 560 563 565 334 349 356 361 364 366 367 368 369 369 679 809 912 992 1054 1103 1142 1173 1197 1218 636 747 830 892 938 973 1000 1021 1038 1051 581 669 730 772 803 825 842 855 864 872 507 567 604 629 646 657 666 672 677 681 402 432 449 459 466 471 474 476 478 479 252 260 264 266 267 268 268 269 269 269 644 771 871 950 1012 1061 1100 1131 1156 1177 601 708 788 848 892 927 953 973 989 1002 544 625 682 721 749 770 785 797 806 813 463 514 546 566 580 590 597 602 606 609 342 363 374 381 385 388 390 391 392 393 164 166 167 168 168 168 168 169 169 169 612 735 833 911 972 1021 1060 1091 1116 1136 568 671 748 805 848 881 906 926 942 954 508 584 635 671 697 715 729 740 748 754 419 461 487 504 515 522 528 532 535 537 277 289 296 300 302 304 305 305 306 306 582 701 797 874 934 982 1021 1052 1077 1097 538 636 709 764 806 837 861 880 895 907 474 543 590 622 645 661 674 683 690 695 374 408 428 440 448 454 458 461 463 465 206 212 215 216 217 218 218 219 219 219 555 670 764 838 898 945 983 1014 1039 1059 509 603 673 725 764 794 817 835 849 861 442 504 546 574 594 608 618 626 632 637 327 352 366 375 380 384 387 389 390 392 128 129 130 130 130 131 131 131 131 131 529 641 732 805 863 910 947 977 1002 1022 483 572 638 687 724 752 774 791 804 815 410 465 501 526 542 554 563 569 574 578 277 293 302 308 311 314 315 316 317 318 506 614 702 773 830 875 912 942 966 986 458 542 605 651 685 711 731 747 759 769 378 426 457 477 490 500 507 512 516 520 221 231 236 238 240 241 242 243 243 244 484 588 674 743 798 843 878 907 931 950 435 514 572 615 647 671 689 704 715 724 346 386 411 427 438 446 451 455 458 461 160 164 166 167 167 168 168 168 168 168 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 565 647 714 768 811 846 874 897 916 542 622 686 738 780 814 841 863 882 521 598 660 710 750 783 809 831 848 500 575 635 683 721 753 778 798 815 481 552 610 656 693 723 747 767 783 463 531 586 631 666 694 717 736 751 486 540 580 609 631 648 661 671 679 459 509 545 572 592 606 618 627 634 433 479 511 535 552 565 575 583 589 407 448 477 497 512 524 532 539 544 381 417 442 459 472 482 489 495 499 354 385 406 421 432 439 445 450 453 345 364 376 384 390 394 397 399 401 301 315 324 329 333 336 338 339 341 255 264 269 273 275 277 278 279 280 205 210 213 214 216 217 217 218 218 150 152 154 154 155 155 155 156 156 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 121 3.0PLN18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 764 924 1062 1178 1275 1357 1425 1482 1530 1571 726 882 1018 1134 1233 1317 1388 1447 1498 1541 692 843 977 1093 1193 1278 1351 1413 1466 1511 660 807 939 1054 1154 1241 1315 1379 1434 1482 631 774 903 1017 1117 1205 1281 1346 1403 1452 604 743 869 982 1082 1170 1247 1314 1372 1423 579 714 838 949 1048 1136 1214 1282 1342 1395 556 687 808 918 1016 1104 1183 1252 1313 1367 535 662 780 888 986 1074 1152 1222 1284 1339 639 754 860 957 1044 1123 1193 1256 1312 617 730 834 929 1016 1094 1165 1228 1285 597 707 809 903 989 1067 1138 1202 1259 577 685 785 878 963 1041 1112 1176 1234 559 664 763 854 938 1015 1086 1151 1209 542 645 741 831 914 991 1062 1126 1185 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 48 53 56 59 61 63 64 66 67 68 48 53 56 59 62 64 65 67 68 70 48 53 56 59 62 64 66 68 70 71 48 52 56 60 63 65 67 69 71 72 47 52 56 60 63 65 68 70 71 73 47 52 56 60 63 66 68 70 72 74 46 51 56 60 63 66 68 70 72 74 45 51 55 59 63 66 68 71 73 75 45 50 55 59 63 66 68 71 73 75 50 54 59 62 65 68 71 73 75 49 54 58 62 65 68 71 73 75 48 53 58 62 65 68 71 73 75 48 53 57 61 65 68 70 73 75 47 52 57 61 64 67 70 73 75 46 52 56 60 64 67 70 73 75 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 680 803 915 1018 1111 1194 1269 1336 1395 657 776 887 989 1081 1164 1239 1307 1367 635 752 860 960 1052 1135 1210 1278 1340 614 729 835 934 1024 1107 1182 1251 1313 595 707 811 908 998 1080 1155 1224 1286 577 686 788 884 973 1054 1129 1198 1261 653 768 872 963 1044 1116 1178 1232 1280 631 743 845 935 1016 1087 1150 1205 1253 609 719 819 909 989 1060 1122 1178 1226 589 697 795 883 963 1033 1096 1152 1201 570 676 772 859 938 1008 1071 1126 1176 553 655 750 836 914 984 1046 1102 1152 621 725 816 893 960 1016 1064 1105 1140 599 701 789 866 932 988 1036 1076 1111 578 678 765 840 905 961 1008 1049 1084 558 656 741 815 879 935 982 1023 1058 540 635 719 792 855 910 957 997 1032 522 615 697 769 832 886 932 973 1007 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 10 psf No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 20 psf HILTI X-HSN 24 Load Type Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 813 983 1130 1253 1357 1444 1516 1577 1628 1671 787 949 1084 1196 1288 1364 1426 1477 1520 1555 759 910 1033 1132 1212 1275 1327 1369 1403 1431 773 939 1083 1207 1312 1401 1476 1540 1594 1639 748 905 1039 1152 1245 1323 1387 1440 1485 1522 720 867 989 1088 1169 1234 1287 1330 1366 1395 736 897 1039 1163 1269 1360 1437 1503 1560 1608 711 865 997 1109 1204 1283 1349 1404 1451 1490 684 828 948 1047 1128 1194 1248 1293 1330 1360 702 859 999 1121 1228 1320 1399 1467 1526 1576 678 828 958 1069 1164 1244 1312 1369 1417 1458 652 792 910 1008 1089 1156 1211 1257 1294 1326 671 823 961 1082 1189 1282 1362 1432 1493 1545 648 793 921 1032 1126 1207 1276 1334 1384 1427 622 758 874 971 1052 1119 1175 1222 1260 1293 642 790 925 1045 1151 1245 1326 1398 1460 1514 620 761 886 996 1091 1172 1241 1301 1352 1396 594 727 840 936 1017 1085 1141 1188 1227 1260 616 760 891 1010 1115 1209 1292 1364 1428 1484 594 731 854 962 1056 1138 1208 1269 1321 1366 569 697 809 904 984 1051 1108 1155 1195 1229 591 731 860 976 1081 1175 1258 1332 1396 1454 570 703 824 930 1024 1105 1176 1237 1290 1336 545 670 779 873 952 1019 1076 1124 1164 1198 569 705 830 945 1049 1142 1226 1300 1366 1424 547 677 795 900 993 1074 1145 1207 1261 1308 523 645 751 843 922 989 1045 1093 1134 1168 See page 18 for footnotes 122 VP1 VULCRAFT www.vulcraft.com 3.0PLN18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 727 865 974 1058 1125 1176 1217 1250 1277 1298 690 812 904 974 1026 1066 1097 1121 1140 1156 646 749 822 875 914 943 965 981 994 1005 590 671 725 762 788 806 820 831 839 845 519 574 609 631 646 656 664 669 674 677 424 454 471 482 489 493 497 499 501 502 689 823 930 1015 1081 1133 1175 1208 1235 1258 652 770 860 928 980 1019 1050 1074 1093 1109 606 704 775 826 863 890 911 927 939 949 548 622 671 705 728 745 757 766 774 779 469 516 545 563 575 583 589 594 597 600 359 381 392 399 403 406 408 410 411 412 653 784 889 973 1039 1092 1134 1168 1196 1218 616 731 818 885 935 974 1005 1029 1048 1063 570 663 730 778 813 839 858 874 885 895 507 575 619 649 669 684 695 703 709 714 419 458 480 494 503 510 514 518 520 522 291 304 310 314 316 318 319 320 321 321 621 748 851 934 1000 1053 1095 1129 1157 1180 584 694 779 844 893 931 961 984 1003 1018 536 624 687 732 764 789 807 821 832 841 469 529 567 593 611 623 633 639 645 649 369 398 414 424 431 435 439 441 443 444 216 222 225 227 228 228 229 229 229 230 592 715 816 897 962 1015 1057 1091 1119 1142 554 660 742 804 852 889 918 941 959 974 504 587 645 687 717 740 756 769 779 787 431 483 516 538 553 563 570 576 580 584 315 335 346 353 357 360 362 364 365 365 134 135 136 137 137 137 137 137 137 137 564 684 782 862 927 979 1020 1055 1083 1106 526 628 707 767 813 849 877 899 916 931 474 551 605 643 671 691 706 718 727 734 393 437 464 482 494 502 508 512 516 518 257 269 276 279 282 283 284 285 286 286 539 655 751 829 893 944 985 1019 1047 1070 501 598 674 731 776 810 836 858 874 888 445 516 566 600 625 643 657 667 675 681 355 390 412 425 434 440 445 448 451 452 193 199 202 203 204 205 206 206 206 206 516 628 721 798 860 911 952 985 1013 1036 477 570 642 697 739 772 797 817 833 846 418 482 527 558 580 595 607 616 623 629 314 342 357 367 373 378 381 383 385 386 122 124 124 125 125 125 125 126 126 126 494 603 694 768 829 879 919 952 979 1002 454 543 612 664 704 735 759 777 792 805 391 449 488 515 534 548 558 565 571 576 271 290 301 307 311 314 316 317 318 319 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 579 667 740 799 848 887 920 947 969 557 642 713 771 818 857 889 915 937 536 619 687 744 790 827 858 884 905 516 596 663 718 762 799 829 854 875 497 575 639 692 736 771 800 824 844 479 555 617 668 710 744 772 795 815 517 582 632 669 698 721 738 752 764 493 554 601 636 663 683 700 713 723 469 527 570 602 627 646 661 673 683 446 500 540 570 592 610 623 634 643 424 473 510 537 558 573 585 595 602 402 447 480 504 523 536 547 556 562 416 450 472 488 500 508 514 519 523 382 410 429 442 451 458 463 466 469 346 370 385 395 402 407 411 413 416 310 327 339 346 351 355 358 360 361 271 283 291 296 300 302 304 305 306 228 236 241 244 246 248 249 250 250 235 241 245 247 249 250 250 251 251 176 179 180 181 182 182 183 183 183 112 113 113 114 114 114 114 114 114 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 123 HILTI X-HSN 24 Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3.0PLN with Hilti X-ENP-19 3.0PLN22 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 396 481 559 630 694 752 803 849 889 925 375 456 532 601 664 722 773 820 861 898 356 434 507 575 637 694 745 792 834 872 337 414 484 550 611 667 718 765 807 846 320 395 463 527 587 642 693 740 782 821 305 378 444 506 565 619 669 716 758 797 291 362 426 487 544 597 647 693 735 775 279 347 409 468 524 576 625 671 713 753 267 334 394 451 506 557 605 650 693 732 321 380 435 488 539 586 631 673 712 309 366 420 472 522 568 612 654 692 298 354 406 457 505 551 594 635 674 287 342 393 443 490 535 578 618 656 277 331 381 429 475 519 562 601 639 268 321 369 416 462 505 546 586 623 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 22 22 23 23 24 24 25 25 25 25 22 23 23 24 24 25 25 26 26 26 22 23 24 24 25 25 26 26 27 27 23 23 24 25 25 26 26 27 27 28 23 24 25 25 26 26 27 27 28 28 23 24 25 26 26 27 27 28 28 29 23 24 25 26 26 27 28 28 29 29 23 24 25 26 27 27 28 29 29 30 23 24 25 26 27 28 28 29 29 30 24 25 26 27 28 28 29 30 30 24 25 26 27 28 29 29 30 31 24 25 26 27 28 29 29 30 31 24 25 26 27 28 29 30 30 31 24 25 26 27 28 29 30 30 31 24 25 26 27 28 29 30 31 31 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 342 404 463 520 573 624 671 715 757 329 390 447 502 555 604 651 695 736 317 376 432 486 537 586 632 676 717 306 364 418 471 521 569 614 657 698 295 352 405 457 506 553 597 640 680 285 341 393 443 491 537 581 623 663 324 384 439 491 540 584 625 663 697 312 370 424 475 522 566 606 644 678 301 357 409 459 506 549 589 625 659 290 344 396 444 490 532 572 608 642 280 333 383 431 475 517 556 592 625 271 322 371 417 461 502 540 576 609 304 358 408 453 493 529 560 589 614 292 345 393 436 476 511 542 570 594 281 332 379 421 459 494 524 551 575 270 320 365 407 444 477 507 534 558 260 308 353 393 429 462 491 517 540 251 298 341 380 415 447 476 501 524 See page 18 for footnotes No Uplift 10 psf 20 psf HILTI X-ENP-19 Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 422 512 595 670 738 800 854 903 946 984 404 491 569 639 701 756 804 845 882 914 385 468 540 603 658 704 744 778 807 832 399 485 566 640 707 768 823 872 916 955 382 465 541 610 671 725 773 816 853 885 363 443 513 574 628 674 714 749 778 804 379 462 539 611 678 738 793 842 887 927 362 442 516 583 643 697 745 787 825 858 344 420 488 548 601 646 686 721 750 776 359 440 515 585 650 710 764 814 859 900 343 421 492 557 617 670 718 760 798 832 325 399 465 523 575 620 660 694 724 750 341 420 493 561 625 683 737 787 832 874 327 401 470 534 592 645 692 735 773 807 309 380 443 501 551 596 635 669 698 724 325 402 472 539 601 659 712 761 807 848 312 383 450 512 569 621 668 710 749 783 294 362 424 479 529 573 611 645 674 700 310 385 453 518 578 635 688 737 782 824 298 367 432 492 548 599 645 687 726 760 280 346 406 460 508 551 589 622 651 677 296 370 436 498 558 613 665 714 759 801 284 352 414 473 528 578 624 666 704 738 267 331 389 441 488 530 568 600 629 655 284 355 419 480 538 593 644 692 737 778 272 337 398 456 509 558 603 645 683 717 256 317 373 424 470 511 548 580 609 634 See page 18 for footnotes 124 VP1 VULCRAFT www.vulcraft.com 3.0PLN22 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued Span Length (ft-in.) 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 365 440 505 559 604 642 673 699 720 739 340 407 461 504 538 565 587 605 619 631 308 362 402 431 453 470 483 493 501 508 262 297 320 335 346 354 359 364 367 370 186 199 206 210 213 215 216 217 218 218 343 416 478 530 575 611 642 668 689 707 318 381 432 473 506 532 552 569 583 594 285 333 369 396 415 430 441 450 457 463 232 260 277 289 296 302 306 309 311 313 136 141 144 146 147 147 148 148 148 149 323 393 453 504 547 583 613 638 659 677 298 358 406 445 475 500 519 535 548 558 262 306 338 361 378 390 400 407 413 418 200 220 232 240 245 249 251 253 255 256 305 372 430 479 521 556 585 610 630 648 279 336 381 417 446 469 487 502 513 523 240 279 306 326 340 350 358 364 369 373 165 178 185 189 192 194 195 196 197 198 289 353 408 456 496 530 559 583 603 620 262 315 358 391 418 439 456 469 480 489 219 252 275 291 302 310 316 321 324 327 124 130 133 135 136 137 137 138 138 138 274 335 389 434 473 506 534 557 576 593 246 296 335 366 391 410 425 437 447 455 197 225 243 255 263 269 273 277 279 281 260 319 370 414 451 483 510 532 551 567 231 278 314 342 364 381 395 405 414 421 174 195 208 217 222 226 229 231 233 234 247 304 353 395 431 461 487 508 526 542 217 260 293 318 338 353 364 374 381 387 149 163 171 176 180 182 184 185 186 187 235 289 337 377 411 440 465 485 502 517 203 242 272 294 311 324 334 342 348 353 70 psf 60 psf 50 psf 40 psf 30 psf 8'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 276 321 360 393 420 443 463 479 493 264 307 344 375 401 423 441 456 469 252 293 328 357 382 403 420 434 446 241 280 313 341 364 383 399 412 424 230 267 298 324 346 364 378 391 401 220 255 284 308 328 344 358 369 378 225 251 270 284 295 303 310 315 319 207 229 245 257 265 272 277 281 284 HILTI X-ENP-19 Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 125 3.0PLN20 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 534 649 752 843 923 994 1055 1108 1154 1194 506 617 717 807 887 958 1020 1075 1122 1164 481 588 685 774 853 924 987 1042 1091 1135 458 561 656 743 821 892 955 1011 1061 1106 437 536 629 714 791 861 925 981 1032 1078 418 514 603 687 763 832 896 953 1004 1050 400 493 580 661 736 805 868 925 977 1024 382 473 558 637 711 779 842 899 951 998 367 455 538 615 687 754 816 873 926 973 439 519 594 665 731 792 849 901 949 423 501 575 644 709 770 826 878 926 408 484 556 624 688 748 804 855 903 395 468 539 605 668 727 782 834 882 382 454 522 587 649 707 762 813 861 370 440 507 571 631 689 743 793 841 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 31 32 33 34 35 36 37 37 38 38 31 33 34 35 36 37 37 38 39 39 32 33 34 36 37 37 38 39 40 40 32 33 35 36 37 38 39 40 40 41 32 33 35 36 37 38 39 40 41 42 32 34 35 36 38 39 40 41 42 42 32 34 35 37 38 39 40 41 42 43 31 33 35 37 38 39 40 41 42 43 31 33 35 37 38 39 41 42 43 44 33 35 37 38 40 41 42 43 44 33 35 37 38 40 41 42 43 44 33 35 37 38 40 41 42 43 44 33 35 36 38 40 41 42 43 44 32 34 36 38 39 41 42 43 44 32 34 36 38 39 41 42 43 44 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 467 552 632 708 778 843 903 959 1010 450 533 611 685 754 819 879 934 985 434 515 592 664 732 796 855 910 961 420 498 573 644 711 774 832 887 938 406 483 556 625 691 753 811 865 916 394 468 539 607 672 733 790 844 894 448 529 604 674 737 795 847 894 936 431 510 584 652 715 772 823 870 913 416 493 565 632 693 750 801 848 890 402 477 547 612 673 729 780 826 869 388 461 530 594 654 709 759 805 848 376 447 514 577 635 690 740 786 828 425 501 569 630 684 731 773 810 842 409 483 549 609 662 709 750 786 819 394 466 531 589 641 687 728 764 796 380 450 513 570 621 667 707 743 774 367 435 496 552 602 647 687 722 754 355 421 481 535 585 628 668 703 733 See page 18 for footnotes No Uplift 10 psf 20 psf HILTI X-ENP-19 Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 568 690 800 897 982 1057 1122 1178 1227 1270 549 667 770 860 938 1004 1061 1110 1152 1188 529 640 736 818 887 945 993 1034 1068 1097 538 656 763 859 944 1019 1085 1143 1194 1238 520 633 734 823 901 968 1026 1076 1119 1156 500 608 702 782 851 909 958 999 1034 1064 511 625 729 823 908 983 1050 1109 1161 1207 494 603 701 789 866 933 992 1043 1087 1125 474 578 669 749 817 875 924 966 1002 1033 487 597 698 790 874 949 1016 1076 1129 1176 469 575 671 757 833 900 959 1011 1056 1096 450 551 640 718 785 843 892 935 971 1002 465 570 669 759 842 916 984 1044 1098 1147 447 549 643 727 802 869 928 981 1026 1067 428 526 612 688 755 812 862 905 941 973 444 546 642 730 812 886 953 1014 1068 1117 427 526 617 699 773 840 899 951 998 1039 408 502 587 661 727 784 833 876 913 945 425 524 617 703 783 856 923 984 1039 1089 408 504 592 673 746 812 871 923 970 1012 390 481 563 636 700 757 806 848 885 918 407 503 594 678 756 829 895 956 1011 1062 391 484 570 649 721 786 844 897 944 986 373 461 541 612 675 731 780 822 859 891 390 484 572 654 731 803 869 929 985 1035 375 465 549 626 696 761 819 871 918 960 357 443 520 590 652 707 755 797 834 866 See page 18 for footnotes 126 VP1 VULCRAFT www.vulcraft.com 3.0PLN20 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued Span Length (ft-in.) 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 507 611 697 769 828 876 915 947 974 997 481 575 651 711 758 796 826 850 870 886 451 532 594 640 676 703 725 741 755 765 412 477 522 555 579 596 609 620 627 634 360 404 432 451 464 473 480 485 489 492 284 306 319 326 331 335 337 339 340 341 478 578 663 733 791 839 879 912 939 961 453 543 616 674 720 757 787 811 831 847 422 498 557 601 635 660 680 696 709 719 380 439 480 509 530 546 557 566 573 578 321 358 380 395 405 412 417 421 423 426 230 243 251 255 258 259 261 262 262 263 452 549 631 700 757 805 844 877 904 927 427 513 584 640 685 721 750 773 792 808 395 467 522 563 595 619 637 652 664 673 350 403 439 464 482 495 505 513 518 523 282 310 327 337 344 349 353 355 357 359 170 176 179 180 182 182 183 183 183 184 429 522 602 669 726 772 812 844 872 895 403 486 553 608 651 686 714 737 755 770 370 438 489 527 556 578 595 609 619 628 321 367 398 420 435 445 453 459 464 468 241 260 271 278 282 285 288 289 290 291 100 102 102 103 103 103 103 103 103 103 407 497 575 640 695 742 780 813 840 863 381 461 525 577 619 652 679 701 719 734 347 410 457 492 519 539 554 566 576 583 293 332 357 374 386 395 401 406 409 412 195 206 212 216 218 220 221 222 222 223 387 474 549 613 667 713 751 783 809 832 361 437 499 549 588 620 646 667 684 698 325 383 426 458 482 499 513 524 532 539 263 295 315 328 337 343 348 351 354 356 142 147 149 151 152 152 153 153 153 153 369 453 526 588 640 685 722 754 780 803 343 415 474 521 559 589 614 633 649 663 304 357 396 424 445 461 472 482 489 495 232 257 271 280 286 291 294 296 298 299 352 433 503 564 615 658 695 726 752 774 325 394 450 495 531 559 582 601 616 628 283 331 366 390 408 422 432 439 445 450 199 215 224 230 234 236 238 240 241 241 337 415 483 541 591 633 669 699 725 746 309 374 427 470 503 530 552 569 583 594 263 306 336 356 371 382 391 397 402 405 160 169 174 177 179 180 181 182 182 183 80 psf 70 psf 60 psf 50 psf 40 psf 30 psf 8'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 397 463 520 568 609 644 674 698 720 381 445 500 547 587 620 649 673 693 366 428 481 526 565 597 625 648 668 352 411 463 506 544 575 602 624 643 338 396 445 488 523 554 579 601 619 326 381 429 469 504 533 557 578 596 356 406 445 477 502 521 537 550 561 338 385 422 451 474 492 506 518 527 321 364 398 425 446 462 475 486 494 304 344 375 399 418 433 444 454 461 287 324 352 374 390 403 413 421 428 271 304 329 348 362 373 382 389 394 280 305 322 334 342 349 354 357 360 253 272 286 295 301 306 310 312 314 HILTI X-ENP-19 Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 127 3.0PLN19 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 663 805 930 1039 1133 1214 1283 1342 1392 1436 629 767 889 997 1091 1173 1244 1305 1358 1404 598 731 851 958 1052 1135 1207 1270 1324 1372 570 699 816 921 1015 1098 1171 1235 1291 1340 544 669 783 886 979 1062 1136 1201 1259 1310 521 641 752 854 946 1029 1103 1169 1227 1279 499 615 724 823 914 996 1071 1137 1197 1250 479 592 697 795 884 966 1040 1107 1167 1221 460 569 672 768 856 937 1011 1077 1138 1193 549 649 742 829 909 982 1049 1110 1165 530 627 719 804 883 955 1022 1083 1139 512 607 696 780 858 930 996 1057 1113 495 587 675 757 834 905 971 1032 1088 479 569 655 735 811 881 947 1008 1064 464 552 636 715 789 859 924 984 1040 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 41 44 45 47 48 50 51 51 52 53 42 44 46 48 49 50 52 53 53 54 42 44 46 48 50 51 52 54 55 55 42 44 47 49 50 52 53 54 55 56 42 44 47 49 51 52 54 55 56 57 41 44 47 49 51 53 54 56 57 58 41 44 47 49 51 53 55 56 57 59 41 44 47 49 51 53 55 56 58 59 41 44 47 49 51 53 55 57 58 59 43 46 49 51 53 55 57 58 60 43 46 49 51 53 55 57 59 60 43 46 49 51 53 55 57 59 60 42 45 48 51 53 55 57 59 60 42 45 48 50 53 55 57 59 60 41 45 48 50 53 55 57 59 60 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 584 690 790 882 967 1045 1116 1181 1240 563 667 764 855 939 1016 1087 1152 1211 544 645 740 829 912 989 1060 1125 1184 526 625 718 805 887 963 1033 1098 1157 510 605 696 782 863 938 1008 1072 1132 494 587 676 760 840 914 983 1047 1107 564 665 759 844 921 990 1052 1108 1157 544 643 734 818 894 963 1025 1080 1130 525 621 711 793 869 937 999 1054 1104 507 601 689 770 844 912 973 1029 1079 491 583 668 748 821 888 949 1004 1055 475 565 649 727 799 865 926 981 1031 541 636 721 797 863 922 973 1017 1056 521 613 697 771 837 895 946 991 1030 502 593 674 747 812 870 920 965 1004 485 573 653 725 789 845 896 940 979 469 555 633 703 766 822 872 916 955 453 537 614 683 745 800 849 893 931 See page 18 for footnotes No Uplift 10 psf 20 psf HILTI X-ENP-19 Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 706 856 989 1105 1205 1291 1365 1427 1481 1528 686 831 957 1064 1156 1233 1298 1353 1399 1439 665 803 920 1018 1100 1168 1224 1271 1310 1342 670 815 946 1061 1161 1248 1323 1389 1445 1493 650 791 914 1021 1113 1191 1258 1314 1363 1404 629 763 879 976 1058 1127 1184 1232 1273 1307 637 778 905 1019 1119 1207 1284 1351 1409 1459 618 754 875 981 1072 1151 1219 1277 1327 1370 597 727 840 937 1019 1088 1146 1195 1237 1272 607 743 868 980 1079 1168 1245 1314 1374 1426 588 720 838 943 1034 1113 1182 1241 1293 1337 568 694 804 900 981 1050 1109 1159 1202 1238 579 711 833 943 1042 1130 1208 1278 1339 1393 561 689 804 907 998 1077 1147 1207 1259 1305 541 663 771 865 946 1015 1074 1125 1168 1205 554 682 800 908 1006 1094 1173 1243 1306 1361 536 660 773 874 963 1043 1112 1173 1227 1274 517 635 740 832 913 982 1041 1092 1136 1173 531 655 770 876 973 1060 1139 1210 1273 1329 513 633 743 842 931 1010 1080 1141 1196 1243 494 609 711 802 881 950 1009 1060 1104 1143 509 629 742 845 941 1028 1106 1177 1241 1299 492 608 715 813 900 979 1049 1110 1165 1214 473 584 684 773 851 919 979 1030 1074 1113 489 606 715 817 911 997 1075 1146 1211 1269 472 585 690 785 871 949 1019 1081 1136 1185 454 562 659 746 823 891 950 1001 1045 1084 See page 18 for footnotes 128 VP1 VULCRAFT www.vulcraft.com 3.0PLN19 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 641 771 878 966 1037 1095 1142 1181 1212 1239 615 735 830 906 966 1014 1052 1082 1107 1127 585 692 774 837 885 922 951 974 993 1007 549 641 708 757 793 820 841 857 869 879 505 578 628 663 688 706 719 729 737 743 448 500 533 554 569 579 587 592 596 600 606 732 838 924 996 1054 1101 1141 1173 1200 581 696 790 864 923 971 1009 1039 1064 1084 550 653 732 793 840 876 904 926 944 959 513 600 663 709 742 768 787 802 814 823 466 532 577 608 630 645 657 666 673 678 402 445 472 489 500 508 514 518 521 524 575 697 800 885 956 1014 1062 1102 1135 1163 549 661 752 825 883 930 967 998 1023 1043 519 617 693 751 796 831 858 880 897 911 480 561 620 662 694 717 735 749 759 768 429 488 527 554 572 585 595 603 608 613 355 389 410 422 431 436 440 444 446 448 546 664 764 849 919 977 1025 1065 1099 1127 520 628 716 787 845 891 928 958 982 1003 489 583 656 712 755 788 814 835 852 865 449 524 578 617 646 667 683 696 705 713 393 444 477 499 515 526 534 540 544 548 307 332 345 354 360 363 366 368 370 371 519 634 732 815 884 942 990 1030 1064 1092 494 598 683 752 808 853 890 919 944 964 462 552 621 674 715 747 771 791 807 819 420 489 538 573 599 618 632 643 652 659 357 400 427 445 457 465 471 476 480 482 255 270 279 284 287 289 290 291 292 293 495 606 701 782 851 908 956 996 1030 1058 470 570 652 719 774 817 853 882 906 926 437 522 587 638 676 706 729 748 763 774 392 455 499 530 553 569 582 591 598 604 320 354 375 389 398 404 408 412 414 416 196 204 208 210 211 212 213 214 214 214 473 580 673 752 819 876 923 963 997 1025 447 543 623 688 741 783 818 846 869 888 414 494 556 603 639 667 688 705 719 730 365 421 460 487 506 520 531 539 545 550 281 307 322 331 337 341 344 347 348 350 129 132 133 134 134 134 134 135 135 135 452 556 646 724 790 845 892 932 965 994 426 519 596 658 709 750 784 811 834 852 392 467 525 569 602 628 648 664 676 686 338 387 421 444 460 471 480 486 491 495 239 256 265 271 275 277 279 280 281 282 433 533 621 697 761 816 862 902 935 963 407 496 570 630 679 719 751 777 799 817 371 442 496 536 567 590 608 622 634 643 311 353 381 400 413 422 428 433 437 440 191 200 205 208 210 211 212 213 213 214 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 512 598 671 735 788 834 872 905 933 493 576 648 709 762 807 845 877 904 474 555 625 685 737 780 818 849 876 457 535 603 662 712 755 792 823 849 441 517 583 640 689 731 767 797 823 425 499 563 619 667 707 742 772 797 474 545 603 650 688 719 744 765 782 454 522 578 622 659 688 712 732 748 435 500 553 595 630 658 681 699 715 416 478 529 569 602 628 650 667 681 399 458 506 544 574 599 619 635 649 382 438 483 519 547 570 589 604 616 417 467 504 531 552 569 581 591 599 283 318 340 354 364 371 376 380 382 385 136 140 142 143 143 144 144 144 144 145 393 438 471 496 515 529 540 549 556 253 280 297 307 314 319 322 325 327 328 369 410 439 461 477 490 499 507 512 221 240 251 258 262 265 267 269 270 271 345 381 407 425 439 450 458 464 469 321 352 374 389 401 409 415 420 424 295 322 339 352 361 368 373 376 380 HILTI X-ENP-19 Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 129 3.0PLN18 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 783 949 1093 1218 1323 1413 1489 1553 1608 1655 743 904 1047 1170 1277 1369 1447 1514 1571 1620 707 864 1003 1126 1233 1326 1406 1475 1535 1586 674 826 962 1084 1191 1285 1366 1437 1499 1553 644 791 925 1045 1151 1245 1328 1400 1464 1519 616 759 889 1007 1113 1207 1291 1364 1429 1486 591 729 856 972 1077 1171 1255 1329 1396 1454 567 701 825 939 1043 1137 1221 1296 1363 1422 545 675 796 908 1011 1104 1187 1263 1331 1392 651 769 879 980 1072 1156 1231 1300 1361 628 744 851 951 1042 1125 1201 1270 1332 607 720 825 923 1013 1096 1172 1241 1303 587 697 800 896 986 1068 1143 1212 1275 569 676 777 871 959 1041 1116 1185 1248 551 656 754 847 934 1015 1090 1159 1222 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 53 56 59 61 63 64 66 67 68 69 53 56 59 62 64 65 67 68 70 71 53 56 60 62 64 66 68 70 71 72 53 56 60 63 65 67 69 71 72 73 52 56 60 63 65 68 70 71 73 74 52 56 60 63 66 68 70 72 74 75 51 56 60 63 66 68 70 72 74 76 51 56 59 63 66 68 71 73 75 76 50 55 59 63 66 68 71 73 75 77 55 59 62 66 68 71 73 75 77 54 58 62 65 68 71 73 75 77 53 58 62 65 68 71 73 75 77 53 57 61 65 68 71 73 75 78 52 57 61 64 67 70 73 75 77 52 56 60 64 67 70 73 75 77 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 693 818 935 1042 1140 1229 1310 1383 1448 669 791 905 1011 1108 1197 1278 1351 1417 646 766 878 982 1078 1166 1246 1320 1387 625 742 851 954 1048 1136 1216 1290 1357 605 719 826 927 1021 1107 1187 1261 1328 586 697 803 902 994 1080 1159 1233 1300 671 792 902 1001 1090 1170 1241 1304 1359 648 765 873 971 1060 1139 1210 1273 1329 626 740 846 943 1030 1109 1180 1244 1300 605 717 821 916 1002 1081 1151 1215 1272 585 695 796 890 976 1053 1124 1187 1245 567 674 773 865 950 1027 1097 1161 1218 648 761 862 951 1030 1098 1158 1210 1255 624 735 834 922 1000 1068 1127 1179 1225 603 711 808 895 971 1039 1098 1150 1196 582 688 783 868 944 1011 1070 1122 1168 563 666 759 843 918 985 1044 1095 1141 545 645 737 820 893 959 1018 1069 1115 See page 18 for footnotes No Uplift 10 psf 20 psf HILTI X-ENP-19 Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 833 1009 1163 1295 1408 1503 1584 1653 1711 1760 812 982 1128 1251 1355 1441 1513 1573 1624 1667 790 953 1089 1203 1296 1373 1436 1488 1531 1568 791 962 1113 1245 1359 1456 1539 1611 1672 1724 771 936 1080 1202 1307 1395 1469 1532 1585 1630 749 907 1042 1155 1249 1327 1392 1446 1491 1529 752 919 1067 1198 1312 1411 1496 1569 1633 1688 733 893 1034 1157 1261 1351 1427 1491 1546 1593 712 865 998 1110 1204 1284 1350 1405 1452 1491 717 879 1024 1153 1267 1367 1454 1529 1595 1652 698 854 992 1113 1218 1308 1386 1452 1509 1558 677 827 957 1068 1162 1242 1309 1366 1414 1455 685 841 984 1111 1225 1325 1413 1490 1557 1616 666 818 953 1073 1177 1268 1346 1414 1472 1523 646 791 918 1028 1122 1202 1270 1328 1377 1419 656 807 946 1072 1184 1284 1373 1451 1520 1581 637 784 916 1034 1138 1229 1308 1377 1436 1488 617 758 882 991 1084 1164 1233 1291 1341 1384 628 775 911 1034 1146 1246 1335 1414 1485 1547 610 753 882 998 1101 1192 1271 1341 1402 1455 591 727 849 956 1048 1128 1197 1256 1307 1350 603 746 878 999 1110 1209 1298 1378 1450 1513 585 724 850 964 1066 1156 1236 1306 1368 1422 566 699 818 923 1014 1094 1163 1222 1273 1317 580 718 847 966 1075 1174 1263 1344 1416 1480 562 697 820 932 1033 1123 1202 1273 1335 1390 543 672 788 891 982 1061 1130 1189 1241 1286 See page 18 for footnotes 130 VP1 VULCRAFT www.vulcraft.com 3.0PLN18 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 766 920 1046 1148 1231 1298 1352 1396 1432 1462 740 883 997 1088 1159 1215 1260 1296 1326 1350 710 841 942 1019 1079 1125 1161 1189 1212 1231 676 792 878 942 989 1025 1053 1074 1091 1105 635 734 804 854 890 916 936 951 963 973 586 665 718 754 779 797 810 820 828 834 726 875 999 1101 1184 1252 1307 1352 1390 1421 699 838 951 1040 1111 1168 1213 1250 1280 1304 670 796 894 970 1029 1075 1110 1139 1162 1180 635 746 829 890 936 971 997 1018 1035 1048 593 685 751 797 830 855 873 887 898 907 540 611 658 690 711 727 739 747 754 759 689 834 956 1057 1140 1208 1264 1310 1349 1380 663 798 907 996 1066 1123 1169 1205 1236 1260 633 755 850 924 982 1027 1062 1090 1112 1131 598 703 782 841 884 918 943 963 979 991 553 639 700 742 773 795 812 825 835 842 496 558 599 626 644 658 667 674 680 684 655 796 915 1015 1098 1166 1223 1270 1309 1341 629 760 867 954 1024 1080 1125 1162 1193 1218 599 717 809 881 937 981 1015 1042 1065 1083 563 663 738 794 835 866 890 909 924 936 516 595 650 688 716 736 751 762 771 778 452 506 540 562 578 588 596 602 606 610 624 761 878 976 1058 1127 1183 1231 1270 1304 598 725 829 914 983 1039 1084 1121 1151 1176 568 681 770 840 894 936 970 996 1018 1035 531 626 696 748 787 816 839 856 870 881 481 553 602 636 660 677 690 700 708 714 409 453 481 498 510 518 524 528 532 534 595 728 843 939 1021 1089 1146 1193 1233 1267 570 693 794 877 945 1000 1044 1081 1111 1136 540 648 734 800 853 894 926 952 972 989 501 590 656 704 740 768 788 804 817 827 446 511 554 583 604 619 630 638 645 650 364 399 420 433 441 447 451 454 457 459 569 698 810 905 985 1053 1109 1157 1197 1231 544 662 761 842 908 962 1006 1042 1072 1096 513 617 699 763 813 852 883 908 928 944 472 556 617 662 695 719 738 753 764 773 412 469 506 531 548 560 569 576 581 585 317 342 356 365 371 375 377 379 381 382 545 670 779 872 951 1018 1075 1122 1163 1197 520 634 730 809 873 926 969 1004 1034 1058 488 588 666 727 775 812 842 865 884 899 445 523 579 620 650 672 689 702 712 720 379 427 457 478 491 501 508 514 518 521 265 281 290 295 298 301 302 303 304 305 522 644 750 841 919 985 1041 1089 1129 1163 497 608 701 777 840 891 934 968 997 1021 465 560 635 693 738 773 801 823 841 856 419 491 542 578 605 625 639 651 660 667 344 383 408 423 434 441 446 450 453 456 207 215 220 222 224 225 225 226 226 227 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 619 723 812 889 954 1010 1057 1097 1131 596 697 785 860 924 979 1026 1065 1099 575 673 758 832 896 950 996 1035 1069 554 650 734 806 868 922 967 1006 1039 535 629 710 781 842 894 939 978 1011 517 608 688 757 817 868 912 950 983 583 673 747 808 858 899 933 961 984 560 647 719 778 826 866 899 926 949 538 622 691 749 796 834 866 892 914 517 598 665 721 766 803 834 859 880 498 576 640 694 737 773 802 826 846 479 554 616 667 709 743 771 794 813 534 604 659 702 735 761 782 799 812 508 575 627 667 698 722 741 757 769 484 547 595 632 661 684 701 715 727 461 520 564 599 625 645 661 674 684 438 493 534 565 589 607 621 633 642 415 466 503 531 552 569 581 591 599 459 505 537 560 577 590 600 607 613 427 467 495 515 530 540 548 555 560 395 430 453 470 481 490 497 502 506 362 391 410 423 432 439 444 448 451 328 350 365 375 382 387 391 394 396 338 356 367 375 380 383 386 388 390 289 301 309 313 317 319 321 322 323 236 243 247 250 252 253 254 255 255 HILTI X-ENP-19 Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 144 145 146 147 147 147 147 148 148 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 131 3.0PLN with #12 Screws 3.0PLB22 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 377 458 531 596 654 704 748 786 819 848 358 436 507 571 628 678 723 762 796 827 340 415 484 547 604 654 699 739 774 805 323 396 463 525 581 631 676 717 752 784 308 379 444 504 559 609 654 695 732 764 295 363 426 485 539 589 634 674 711 745 282 348 409 467 520 569 614 655 692 725 270 334 394 450 502 551 595 636 673 707 258 321 379 434 485 533 577 618 655 689 309 366 419 470 516 560 600 638 672 298 353 405 455 501 544 584 621 655 288 342 392 440 486 528 568 605 639 279 330 380 427 472 514 553 589 624 270 320 368 414 458 499 538 575 609 261 310 357 403 445 486 524 561 594 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 20 21 21 22 23 23 24 24 24 25 20 21 22 22 23 24 24 25 25 25 20 21 22 23 24 24 25 25 26 26 20 21 22 23 24 25 25 26 26 27 20 21 22 23 24 25 26 26 27 27 20 21 22 24 24 25 26 27 27 28 20 21 23 24 25 25 26 27 27 28 20 21 23 24 25 26 26 27 28 28 20 21 23 24 25 26 27 27 28 29 21 22 24 25 26 27 27 28 29 21 22 24 25 26 27 28 28 29 21 22 24 25 26 27 28 28 29 21 22 23 25 26 27 28 29 29 20 22 23 25 26 27 28 29 29 20 22 23 25 26 27 28 29 29 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 329 389 446 500 549 596 639 678 715 318 376 431 484 533 578 621 661 697 307 363 417 469 517 562 604 643 680 296 352 404 454 502 546 588 627 663 287 340 392 441 487 531 573 611 648 278 330 380 428 474 517 558 596 632 317 374 428 477 523 564 602 636 667 305 361 413 462 506 547 585 619 649 294 348 399 447 491 531 568 602 632 284 337 386 433 476 516 552 586 616 274 326 374 420 462 501 537 570 601 265 315 363 407 449 487 523 556 586 296 348 394 435 472 504 532 556 577 284 334 380 420 456 487 514 538 559 273 322 366 405 440 471 497 521 541 263 310 353 391 425 455 481 504 525 253 300 341 378 411 440 466 489 508 244 289 330 366 398 426 451 473 493 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 10 psf 20 psf #12 SCREWS No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 401 488 565 634 695 749 795 836 872 902 392 476 551 616 673 723 766 802 834 861 373 452 520 578 627 668 703 732 757 778 380 464 539 607 668 722 769 811 847 879 371 452 524 589 646 695 738 776 808 836 352 428 494 551 600 641 676 705 730 752 361 442 515 582 642 696 744 786 824 857 351 429 500 563 620 669 712 750 783 812 333 406 471 526 574 615 650 680 705 727 344 421 493 558 618 671 719 762 801 835 334 409 478 540 595 644 688 726 760 789 316 386 449 503 550 591 626 655 681 702 328 403 472 536 595 648 696 739 778 813 318 390 457 518 572 621 664 703 737 767 300 368 429 482 528 568 603 632 658 679 314 386 453 516 573 626 674 718 757 792 303 373 438 497 551 599 642 681 715 745 286 351 410 462 507 547 581 610 635 657 300 370 435 497 553 605 653 697 736 772 290 357 420 478 531 578 621 659 694 724 272 336 393 443 488 526 560 589 614 636 287 355 419 479 534 586 633 676 716 752 277 343 404 460 512 559 601 639 674 704 260 321 377 426 469 507 540 569 594 616 275 342 404 462 516 567 614 657 697 733 266 329 389 444 494 540 582 620 654 685 249 308 362 409 452 489 521 550 574 596 See page 18 for footnotes 132 VP1 VULCRAFT www.vulcraft.com 3.0PLB22 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued Span Length (ft-in.) 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 352 423 482 531 570 602 628 650 667 682 326 387 434 471 499 521 539 553 564 573 291 337 370 393 411 423 433 440 446 450 239 265 282 292 300 305 308 311 313 315 152 159 163 165 166 167 168 168 168 169 331 400 457 504 542 574 599 621 638 653 305 362 407 442 469 490 506 519 529 538 267 309 338 358 373 384 392 398 403 407 207 226 238 246 250 254 256 258 259 260 98 100 101 101 102 102 102 102 102 102 312 378 433 479 516 547 572 593 610 624 285 339 382 414 439 459 474 486 496 504 245 281 306 323 336 345 351 356 360 363 172 185 192 197 200 202 203 204 205 205 295 358 411 455 492 521 546 566 583 597 267 318 357 388 411 429 443 454 463 470 223 254 274 288 298 305 310 314 317 320 133 140 144 146 147 148 148 149 149 149 279 340 391 433 468 497 521 541 557 571 250 298 334 362 383 400 412 422 430 437 200 225 242 253 260 265 269 272 274 276 265 323 372 413 446 474 497 516 532 545 234 278 312 337 356 371 382 391 398 404 177 196 208 215 221 224 227 229 230 231 251 307 354 393 426 452 474 493 508 520 219 260 290 313 330 342 352 360 366 371 151 164 172 176 180 182 183 184 185 186 239 292 337 375 406 431 452 470 484 496 205 242 269 288 303 314 322 329 334 338 121 129 133 135 137 138 138 139 139 140 227 278 321 357 387 411 431 447 461 472 191 223 247 264 276 285 292 297 301 304 70 psf 60 psf 50 psf 40 psf 30 psf 8'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 265 306 340 368 391 410 426 439 449 253 292 324 351 372 390 404 416 426 241 278 309 333 354 370 383 395 404 230 265 293 317 335 350 363 373 381 219 252 279 300 317 331 342 351 359 209 239 264 283 299 312 322 330 337 205 225 238 248 255 261 265 268 271 185 201 212 220 225 229 232 235 236 #12 SCREWS Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 133 3.0PLN20 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 510 619 714 796 866 926 977 1020 1057 1089 484 589 683 764 835 896 949 994 1032 1066 461 563 654 735 806 868 921 968 1008 1042 439 538 627 707 778 840 895 942 983 1020 419 515 602 681 751 814 869 917 960 997 401 494 579 657 726 789 844 893 936 975 384 474 557 634 703 765 820 870 914 953 369 456 537 612 680 742 797 847 892 932 355 439 518 591 659 720 775 825 871 911 423 500 572 638 699 754 804 850 891 409 484 554 619 679 734 784 830 871 395 468 537 601 660 715 765 810 852 382 453 520 583 642 696 746 792 834 370 439 505 567 625 678 728 774 816 358 426 491 551 608 661 710 756 798 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 28 30 31 33 34 35 35 36 37 37 28 30 32 33 34 35 36 37 38 38 28 30 32 33 35 36 37 38 38 39 28 30 32 34 35 36 37 38 39 40 28 30 32 34 35 36 38 39 40 40 28 30 32 34 35 37 38 39 40 41 27 30 32 34 35 37 38 39 40 41 27 30 32 34 35 37 38 40 41 42 27 29 32 34 35 37 38 40 41 42 29 31 34 35 37 38 40 41 42 29 31 33 35 37 38 40 41 42 29 31 33 35 37 38 40 41 42 28 31 33 35 37 38 40 41 42 28 30 33 35 36 38 40 41 42 28 30 32 34 36 38 40 41 42 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 450 532 609 679 744 802 856 904 948 435 515 589 659 722 781 834 883 927 420 498 571 639 702 760 813 862 907 406 482 554 621 683 740 794 842 887 393 467 537 603 665 722 774 823 868 381 453 522 586 647 703 756 804 849 433 511 582 646 703 754 800 840 876 418 493 563 625 682 733 778 819 855 403 477 544 606 662 713 758 798 834 389 461 527 588 643 693 738 778 814 376 446 511 571 625 675 719 759 795 364 433 496 555 608 657 701 741 777 403 471 530 581 625 662 694 721 744 388 454 511 561 604 641 672 698 721 373 437 494 542 584 620 651 677 700 360 422 477 524 565 600 630 656 678 347 407 461 507 547 581 611 636 658 335 394 445 491 529 563 592 616 638 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 10 psf 20 psf #12 SCREWS No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 543 658 759 847 921 985 1039 1085 1125 1158 530 642 738 820 889 947 996 1037 1071 1101 504 607 692 763 820 867 906 937 963 985 515 627 726 813 889 953 1009 1057 1098 1134 502 610 705 786 855 914 964 1006 1042 1073 477 576 660 730 787 834 873 905 932 954 490 599 696 782 857 923 980 1029 1072 1109 477 581 674 754 824 883 934 977 1014 1045 452 548 630 699 756 803 842 875 902 925 467 572 667 752 828 894 952 1002 1046 1085 454 555 645 725 794 853 904 948 986 1019 429 522 602 670 727 774 813 846 873 896 446 548 641 725 799 866 924 976 1021 1061 432 531 619 697 765 825 876 921 960 993 408 499 577 643 699 746 785 818 845 869 427 525 616 699 773 839 898 950 996 1037 413 508 594 671 739 798 850 895 934 968 389 477 553 618 673 719 758 791 819 842 409 505 593 674 747 813 873 925 972 1014 395 487 571 646 713 772 824 869 909 944 371 456 530 594 648 694 732 765 793 816 393 485 571 651 723 789 848 901 949 991 379 468 550 623 689 748 800 845 885 920 355 437 509 571 624 670 708 740 768 791 377 467 551 629 701 766 825 878 926 969 363 450 530 602 667 725 776 822 862 898 340 420 489 550 602 647 684 717 744 767 See page 18 for footnotes 134 VP1 VULCRAFT www.vulcraft.com 3.0PLN20 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued Span Length (ft-in.) 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 474 565 637 693 738 773 801 823 841 856 436 511 566 607 638 661 679 692 703 712 385 438 474 499 516 529 538 545 551 555 309 337 353 364 371 376 379 382 383 385 190 196 200 202 203 204 204 205 205 205 447 534 604 660 703 738 765 788 805 820 408 479 531 570 599 620 637 650 661 669 353 400 432 453 468 479 487 493 497 501 265 285 297 304 309 312 314 316 317 318 120 122 123 123 124 124 124 124 124 124 422 506 574 628 671 705 732 753 771 786 382 449 498 534 561 581 597 609 618 626 322 363 390 408 420 429 435 440 444 447 218 231 238 242 245 247 248 249 250 250 399 480 546 598 640 673 699 720 738 752 358 420 466 499 524 543 557 568 577 584 292 326 348 362 372 379 384 387 390 392 167 173 176 178 180 180 181 181 182 182 378 456 519 570 610 642 668 689 705 719 335 393 435 466 488 505 518 528 536 542 261 288 305 316 323 328 331 334 336 338 108 110 111 112 112 112 112 113 113 113 359 434 495 543 582 613 638 658 674 687 314 367 405 433 453 468 479 488 495 500 228 248 260 268 273 276 278 280 281 282 341 413 471 518 555 585 608 628 643 656 294 342 376 401 418 431 441 448 454 459 192 206 213 218 221 223 224 225 226 227 325 393 449 494 529 557 580 598 613 626 274 317 347 368 383 394 402 409 413 417 152 160 164 166 167 168 169 169 170 170 309 375 428 470 504 531 553 570 584 596 254 292 317 335 348 357 363 368 372 375 106 109 110 111 112 112 112 112 112 113 70 psf 60 psf 50 psf 40 psf 30 psf 8'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 357 408 448 480 505 526 542 555 566 341 389 427 457 480 499 514 527 537 325 370 406 434 456 473 487 498 508 309 352 385 411 431 447 460 470 479 295 334 365 389 407 422 433 442 450 280 317 345 366 383 396 406 415 421 266 287 302 312 319 324 328 331 333 239 256 267 274 280 284 286 289 290 211 223 231 236 240 242 244 246 247 180 188 193 196 198 200 201 202 203 145 150 153 154 156 156 157 157 158 107 109 110 111 111 112 112 112 112 #12 SCREWS Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 135 3.0PLN19 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 635 768 883 980 1061 1129 1186 1234 1274 1308 603 733 846 943 1026 1096 1155 1205 1247 1283 574 701 812 909 992 1063 1124 1176 1221 1259 548 671 780 876 960 1032 1094 1148 1194 1234 524 643 750 845 929 1002 1065 1120 1168 1209 501 617 722 816 899 973 1037 1093 1142 1185 481 593 696 789 871 945 1010 1067 1117 1161 462 571 671 763 845 918 983 1041 1092 1137 444 550 648 738 819 892 958 1016 1068 1114 531 627 715 795 868 933 992 1044 1091 513 606 693 772 844 910 968 1021 1069 495 587 672 750 822 887 946 999 1047 479 569 652 729 800 865 924 978 1026 464 552 633 709 779 844 903 956 1005 450 535 615 690 760 824 882 936 985 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 38 40 43 45 46 48 49 50 51 52 37 41 43 45 47 49 50 51 52 53 37 41 43 46 48 49 51 52 53 54 37 41 43 46 48 50 51 53 54 55 37 40 43 46 48 50 52 53 55 56 36 40 43 46 48 50 52 54 55 56 36 40 43 46 48 51 52 54 56 57 36 40 43 46 48 51 53 54 56 57 35 39 43 46 48 51 53 54 56 58 39 42 45 48 50 53 54 56 58 38 42 45 48 50 52 54 56 58 38 41 45 47 50 52 54 56 58 37 41 44 47 50 52 54 56 58 37 41 44 47 49 52 54 56 58 36 40 43 46 49 52 54 56 58 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 565 667 760 846 923 993 1055 1111 1161 545 645 737 821 898 968 1030 1087 1137 527 624 715 798 874 943 1006 1063 1114 510 605 694 776 851 920 983 1040 1092 494 587 674 754 829 898 960 1018 1070 479 570 655 734 808 876 939 996 1048 543 638 725 801 869 928 980 1026 1066 523 617 701 777 844 903 955 1001 1042 505 597 680 754 820 879 931 977 1018 488 578 659 732 798 856 908 954 995 473 560 639 711 776 834 886 932 973 458 543 621 692 756 813 865 911 952 503 586 656 715 765 806 841 871 896 484 564 633 691 740 781 815 844 869 467 544 611 668 716 756 790 819 843 450 526 591 646 693 732 766 794 818 434 508 571 625 671 710 742 770 794 419 491 552 605 650 688 720 747 770 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 10 psf 20 psf #12 SCREWS No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 676 817 939 1042 1129 1201 1262 1313 1356 1392 659 796 911 1007 1086 1152 1206 1251 1288 1319 627 751 851 932 997 1049 1091 1124 1152 1175 642 780 900 1003 1091 1166 1229 1282 1327 1365 625 758 872 967 1048 1114 1170 1217 1255 1288 593 714 813 894 959 1011 1053 1088 1117 1140 611 745 864 967 1055 1131 1196 1251 1298 1339 594 723 835 930 1011 1079 1135 1183 1224 1258 563 680 777 857 922 975 1018 1053 1082 1106 583 714 830 932 1021 1098 1164 1221 1270 1312 566 691 801 895 976 1044 1102 1151 1193 1228 535 649 744 823 888 940 984 1019 1049 1073 557 684 798 899 988 1066 1133 1192 1242 1286 540 662 769 862 943 1011 1070 1120 1163 1199 510 620 713 791 855 908 951 987 1017 1042 533 657 768 868 957 1035 1103 1163 1215 1260 516 634 739 832 911 980 1039 1090 1134 1171 486 593 684 761 824 876 920 956 986 1011 512 631 740 839 927 1005 1074 1135 1188 1235 494 609 712 802 882 950 1010 1061 1105 1144 464 568 657 732 794 846 889 925 955 981 491 607 714 811 899 977 1046 1107 1162 1210 474 585 686 775 853 922 981 1033 1078 1117 444 545 632 705 767 818 861 896 926 952 472 585 690 785 872 949 1019 1081 1136 1185 455 563 661 749 827 895 954 1006 1052 1091 426 524 608 680 740 791 833 868 898 923 See page 18 for footnotes 136 VP1 VULCRAFT www.vulcraft.com 3.0PLN19 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 30 psf 40 psf 50 psf 60 psf 70 psf Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 587 695 778 842 891 929 958 982 1000 1015 538 624 687 731 764 788 807 821 832 841 470 530 569 595 613 626 636 643 648 652 372 402 419 430 437 442 445 448 450 451 224 231 234 236 238 238 239 239 240 240 554 658 740 802 850 888 917 940 959 974 503 585 644 686 717 740 758 771 782 790 431 484 518 540 556 567 574 580 585 589 318 339 351 359 363 366 368 370 371 372 141 143 144 144 145 145 145 145 145 145 524 625 703 764 811 848 877 900 919 934 472 549 604 643 672 693 710 722 732 739 393 438 467 485 498 507 513 518 522 525 261 274 281 285 288 289 291 292 292 293 496 593 669 728 774 810 839 861 879 894 442 514 565 601 628 647 662 674 682 689 354 392 415 430 440 447 452 456 458 460 198 204 207 209 210 211 212 212 212 213 471 564 637 695 739 774 802 824 841 856 414 481 527 561 585 602 615 626 633 640 316 345 363 374 381 386 390 392 394 396 127 129 130 131 131 131 131 132 132 132 447 537 607 662 705 739 766 787 804 818 387 448 491 520 542 557 569 578 585 590 275 296 309 316 321 325 327 329 330 331 425 511 579 632 673 705 731 751 767 781 362 417 455 481 499 513 523 530 536 541 230 245 252 257 260 261 263 264 265 265 405 487 552 602 642 672 697 716 732 744 336 385 418 441 457 468 476 483 487 491 181 189 192 195 196 197 198 198 198 199 385 464 526 574 611 640 663 682 696 708 311 354 382 401 414 423 430 435 438 442 125 128 129 130 131 131 131 131 131 132 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 442 501 546 582 609 631 648 662 673 421 477 520 553 579 599 615 628 638 402 454 494 525 549 567 582 594 603 382 431 469 497 519 536 549 560 568 364 409 443 469 489 505 517 526 534 345 387 418 442 460 473 484 492 499 322 345 360 370 377 382 386 389 391 288 306 317 325 330 334 337 339 341 252 265 273 279 282 285 287 288 289 214 223 228 231 233 235 236 237 237 172 177 180 181 182 183 184 184 185 126 128 129 130 130 131 131 131 131 #12 SCREWS Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 137 3.0PLN18 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 751 906 1038 1148 1239 1315 1377 1429 1473 1509 714 866 996 1107 1200 1278 1343 1398 1444 1482 680 828 957 1068 1162 1242 1310 1367 1415 1456 649 794 921 1031 1126 1207 1277 1336 1386 1429 621 761 886 996 1092 1174 1245 1305 1358 1403 595 731 854 963 1058 1141 1213 1276 1330 1376 570 703 824 931 1026 1110 1183 1247 1302 1350 548 677 795 901 996 1080 1153 1218 1275 1324 527 653 769 873 967 1051 1125 1190 1248 1299 630 743 846 939 1023 1097 1163 1222 1274 609 719 821 913 996 1071 1137 1197 1249 589 697 797 888 970 1045 1112 1172 1225 570 676 774 863 945 1020 1087 1148 1202 552 656 752 840 922 996 1063 1124 1179 536 637 731 818 899 973 1040 1101 1156 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 48 52 56 58 61 63 64 66 67 68 48 52 56 59 61 64 65 67 68 70 48 52 56 59 62 64 66 68 69 71 47 52 56 60 62 65 67 69 70 72 47 52 56 60 63 65 67 69 71 73 46 51 56 60 63 65 68 70 72 74 46 51 56 59 63 66 68 70 72 74 45 51 55 59 63 66 68 71 73 75 44 50 55 59 62 65 68 71 73 75 49 54 58 62 65 68 71 73 75 49 54 58 62 65 68 71 73 75 48 53 57 61 65 68 71 73 75 47 53 57 61 64 67 70 73 75 47 52 56 60 64 67 70 73 75 46 51 56 60 63 67 70 72 75 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 671 791 900 999 1088 1167 1238 1300 1355 648 765 873 971 1060 1139 1210 1273 1329 626 741 847 944 1032 1111 1183 1247 1304 606 719 823 919 1006 1085 1156 1221 1279 588 697 800 894 981 1059 1131 1196 1254 570 677 778 871 956 1035 1106 1171 1230 644 756 856 944 1021 1087 1145 1196 1239 621 731 829 916 992 1059 1117 1168 1212 600 708 804 890 965 1032 1090 1141 1186 580 685 780 865 940 1006 1064 1115 1160 562 664 757 841 915 981 1039 1090 1135 544 644 735 818 891 957 1014 1066 1111 596 691 770 837 892 938 976 1008 1035 574 666 744 809 863 909 946 978 1004 553 643 719 783 836 880 917 948 975 533 621 695 757 809 853 889 920 946 515 600 672 733 784 827 862 892 918 497 580 650 710 760 801 836 866 890 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 10 psf 20 psf #12 SCREWS No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 799 964 1104 1221 1318 1399 1465 1521 1567 1605 779 938 1070 1178 1267 1339 1398 1446 1486 1519 739 882 997 1087 1158 1215 1260 1296 1325 1349 759 921 1060 1178 1277 1360 1429 1487 1536 1577 740 894 1025 1134 1223 1297 1358 1408 1450 1485 701 840 953 1043 1115 1172 1218 1255 1285 1310 723 881 1019 1136 1237 1322 1393 1454 1505 1549 704 854 983 1092 1182 1257 1320 1372 1415 1452 665 801 912 1002 1074 1132 1178 1216 1247 1272 691 844 980 1097 1198 1285 1358 1421 1475 1520 670 817 944 1052 1143 1219 1283 1336 1381 1420 633 765 874 963 1035 1093 1140 1178 1209 1235 660 810 943 1060 1161 1249 1324 1389 1444 1492 640 783 908 1014 1105 1182 1247 1302 1348 1388 603 732 839 926 997 1055 1103 1141 1173 1200 633 778 909 1024 1126 1214 1291 1357 1414 1464 612 751 873 979 1070 1147 1213 1268 1316 1356 576 701 805 891 962 1020 1067 1106 1138 1165 607 748 876 991 1092 1181 1258 1326 1385 1436 586 722 841 946 1036 1113 1179 1236 1284 1326 550 672 774 859 928 986 1033 1072 1104 1131 583 721 846 959 1060 1149 1227 1296 1356 1409 562 694 811 914 1004 1081 1148 1205 1254 1296 527 645 744 828 896 953 1000 1039 1071 1098 561 695 818 929 1029 1118 1197 1266 1328 1382 540 668 783 884 973 1050 1117 1175 1224 1267 505 620 717 798 866 922 968 1007 1039 1066 See page 18 for footnotes 138 VP1 VULCRAFT www.vulcraft.com 3.0PLN18 #12 Screws @ Supports ≥ 0.109" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 30 psf 40 psf 50 psf 60 psf 70 psf Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 692 815 908 978 1031 1071 1103 1127 1147 1162 631 728 796 845 880 905 925 940 951 960 549 614 656 684 703 716 726 733 739 743 430 462 480 491 498 503 507 509 511 512 256 263 267 269 270 271 271 272 272 272 653 772 863 932 984 1024 1056 1080 1100 1116 591 683 747 793 826 850 868 882 893 902 502 560 596 620 636 647 655 662 666 670 367 389 401 409 414 417 419 421 422 423 161 162 163 164 164 164 165 165 165 165 618 733 821 889 940 980 1010 1035 1054 1070 554 640 700 743 774 796 813 826 836 844 457 507 537 556 570 579 585 590 594 597 299 313 320 325 327 329 330 331 332 332 586 697 782 848 898 936 966 990 1009 1025 519 599 655 695 723 743 759 770 780 787 412 453 477 493 503 510 515 519 521 524 226 233 236 238 239 240 240 241 241 241 556 663 745 808 857 895 924 947 966 981 486 560 611 647 673 691 705 715 723 730 366 398 416 428 435 440 444 446 449 450 145 147 148 148 149 149 149 149 149 149 528 631 710 771 818 854 883 905 923 937 454 522 568 600 623 639 651 661 668 673 317 340 353 361 366 369 372 374 375 376 502 601 677 735 780 815 842 864 881 895 424 485 526 554 574 588 598 606 612 617 265 280 288 292 295 297 299 300 300 301 478 572 645 701 744 777 803 824 840 853 394 448 484 507 524 536 544 551 556 560 208 215 219 221 223 224 224 225 225 225 456 546 615 668 709 740 765 784 799 812 364 411 441 461 474 484 491 496 500 503 143 146 147 148 148 149 149 149 149 149 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 520 586 636 674 704 727 745 760 771 496 558 605 641 668 690 707 720 731 472 530 575 608 633 653 669 681 691 449 504 545 575 599 617 631 642 651 427 477 515 543 564 580 593 603 611 405 451 485 511 530 544 555 564 571 373 397 413 423 431 436 440 443 445 333 352 364 371 377 381 384 386 387 291 304 313 318 322 324 326 328 329 246 254 260 263 265 267 268 269 270 197 202 204 206 207 208 209 209 210 144 146 147 148 148 148 149 149 149 #12 SCREWS Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 139 3.0PLN with Welds 3.0PLN22 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 360 445 523 593 660 723 782 838 889 938 339 419 495 563 627 689 746 801 852 900 320 396 470 535 597 657 713 766 817 864 303 375 446 510 570 627 682 735 784 831 288 356 424 487 545 600 654 705 753 800 274 339 404 465 521 575 627 677 725 770 262 324 386 446 500 552 603 652 698 743 250 310 369 428 480 531 580 628 673 717 240 297 353 410 462 511 559 605 650 692 285 339 394 445 493 539 584 628 670 274 326 379 429 475 520 564 607 648 264 314 365 414 459 503 546 587 628 254 303 352 400 444 487 528 569 608 245 292 339 386 430 471 512 552 590 237 283 328 374 416 457 497 535 573 9'-0" 20 21 22 23 24 24 25 25 26 26 9'-6" 20 22 23 23 24 25 25 26 26 27 10'-0" 21 22 23 24 25 25 26 26 27 27 10'-6" 20 22 23 24 25 26 26 27 27 28 11'-0" 20 22 23 24 25 26 26 27 28 28 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 22 23 24 25 26 27 28 29 29 22 23 24 25 26 27 28 29 29 21 23 24 25 26 27 28 29 30 21 23 24 25 26 27 28 29 30 21 23 24 25 26 27 28 29 30 21 22 24 25 26 27 28 29 30 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 364 433 503 568 629 688 746 801 855 350 416 483 548 607 664 720 775 827 337 401 465 529 586 642 697 750 801 325 387 449 511 567 621 675 726 777 313 373 433 493 549 602 654 704 754 303 361 419 477 532 583 634 683 732 352 421 487 548 607 664 718 771 820 337 404 469 528 585 640 693 744 793 324 389 451 509 564 618 670 719 767 312 374 435 491 545 597 647 696 743 300 360 420 474 526 577 626 674 719 290 348 406 458 509 559 607 653 698 341 408 469 528 584 638 688 737 782 326 391 451 507 562 613 663 709 754 313 376 433 488 540 591 638 684 727 300 361 416 469 520 569 616 660 701 289 347 401 452 501 549 594 637 677 277 334 386 436 484 529 573 615 654 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 20 21 22 22 23 23 24 24 25 25 8'-6" 20 21 22 23 23 24 24 25 25 26 11'-6" 20 22 23 24 25 26 27 27 28 29 12'-0" 20 22 23 24 25 26 27 28 28 29 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 30 psf WELDS 20 psf No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 459 568 667 757 843 923 999 1070 1136 1197 459 568 667 757 843 923 999 1070 1136 1197 442 548 639 726 806 881 951 1015 1073 1127 432 535 632 718 801 879 953 1022 1088 1149 432 535 632 718 801 879 953 1022 1088 1149 414 516 604 686 764 837 904 967 1025 1079 408 505 600 683 762 838 910 978 1043 1103 408 505 600 683 762 838 910 978 1043 1103 390 486 571 650 725 796 862 923 980 1033 387 478 570 651 727 801 871 938 1001 1061 387 478 570 651 727 801 871 938 1001 1061 368 459 541 618 690 758 822 882 938 990 367 454 541 621 695 766 835 900 962 1021 367 454 541 621 695 766 835 900 962 1021 348 435 514 588 658 724 786 844 899 950 350 433 516 594 666 735 801 865 925 983 339 422 504 577 646 713 777 837 894 948 330 412 490 560 628 692 752 809 862 912 334 413 492 569 638 705 770 832 891 948 323 402 481 552 619 684 745 804 860 913 313 392 467 535 600 662 720 776 828 877 320 395 471 546 613 678 741 801 859 915 308 384 459 529 594 656 716 774 828 880 298 374 446 511 574 634 691 745 796 843 306 379 451 524 590 653 713 772 829 884 295 367 440 507 570 631 689 745 799 850 284 357 426 490 550 608 664 716 765 812 See page 18 for footnotes 140 VP1 VULCRAFT www.vulcraft.com 3.0PLN22 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 432 533 622 705 783 854 919 978 1032 1081 420 514 600 679 751 816 875 928 976 1018 400 489 569 642 706 763 813 857 896 930 372 453 524 585 637 681 718 750 777 799 326 389 439 477 507 531 550 564 576 586 124 128 130 131 131 132 132 132 132 133 404 501 586 666 740 809 872 930 983 1031 391 481 562 638 706 769 826 877 923 964 370 454 529 597 657 710 757 798 834 865 338 412 475 528 573 610 641 667 689 708 268 311 341 362 378 389 398 404 410 414 379 471 553 629 701 767 828 885 936 983 366 450 528 600 665 725 779 828 872 911 343 421 491 554 610 659 702 739 771 800 304 369 423 466 502 531 555 574 590 603 122 126 129 130 131 131 132 132 132 132 356 445 523 596 665 729 788 842 893 939 343 423 496 565 627 684 735 782 824 861 317 390 455 513 564 608 646 679 707 732 336 420 495 565 631 693 750 803 852 897 322 397 467 532 591 645 694 737 777 812 292 360 419 471 516 554 587 615 639 660 318 398 470 537 600 660 715 766 813 856 302 373 440 501 557 607 653 694 731 764 268 329 381 426 464 495 522 544 562 578 301 378 446 511 572 629 682 731 776 818 283 351 414 471 524 571 613 651 685 715 285 359 424 486 545 600 651 698 742 782 265 329 389 442 491 535 573 608 638 665 271 341 404 463 520 572 621 666 708 747 324 385 442 496 546 593 636 676 713 309 367 421 473 521 566 607 645 680 13'-6" 14'-0" 14'-6" 15'-0" WELDS Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 141 3.0PLN20 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 518 635 737 834 926 1011 1090 1164 1232 1294 487 601 699 792 881 964 1042 1115 1182 1245 460 568 664 754 840 921 997 1069 1136 1198 436 538 632 719 802 881 956 1026 1092 1154 414 511 603 687 767 844 917 986 1051 1113 394 487 577 658 735 810 881 949 1013 1074 376 465 552 630 706 778 848 914 977 1037 360 444 529 605 678 749 816 881 943 1002 345 426 507 582 653 721 787 850 911 969 409 486 560 629 695 760 822 881 938 393 468 540 607 671 734 795 853 909 379 450 521 586 649 710 769 826 881 365 434 504 567 628 687 745 801 855 352 419 486 548 608 666 722 777 830 341 405 470 531 589 646 701 755 806 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 29 30 32 33 34 35 36 36 37 37 29 31 32 33 34 35 36 37 38 38 29 31 32 34 35 36 37 38 39 39 29 31 33 34 35 36 38 38 39 40 29 31 33 34 36 37 38 39 40 41 28 31 33 34 36 37 38 39 40 41 28 31 33 34 36 37 39 40 41 42 28 30 32 34 36 37 39 40 41 42 28 30 32 34 36 37 39 40 41 42 30 32 34 36 37 39 40 41 42 30 32 34 36 37 39 40 41 43 29 32 34 36 37 39 40 42 43 29 31 34 35 37 39 40 42 43 29 31 33 35 37 39 40 42 43 28 31 33 35 37 39 40 41 43 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 522 621 715 803 888 970 1049 1125 1198 502 597 690 775 857 937 1014 1089 1160 483 575 666 748 828 906 982 1055 1125 466 554 643 723 801 877 951 1022 1091 450 535 621 700 776 850 922 992 1060 435 518 600 678 752 825 895 963 1029 509 607 696 781 864 943 1018 1091 1159 488 584 670 753 833 910 984 1055 1122 470 561 646 726 804 879 951 1021 1087 452 541 623 701 777 850 921 989 1054 436 521 602 678 752 823 892 958 1022 420 503 582 656 728 797 865 930 992 497 591 677 760 840 916 988 1056 1120 477 567 651 732 809 883 953 1019 1082 457 545 627 705 780 852 920 985 1046 440 525 604 680 753 822 889 952 1013 423 506 582 656 727 795 860 922 980 407 488 562 634 702 769 832 892 950 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 30 psf WELDS 20 psf No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 661 810 941 1065 1182 1290 1392 1485 1572 1652 661 810 941 1065 1182 1290 1392 1485 1572 1652 661 810 941 1065 1182 1290 1392 1485 1572 1652 622 767 892 1012 1124 1231 1330 1423 1509 1589 622 767 892 1012 1124 1231 1330 1423 1509 1589 602 739 861 976 1084 1184 1276 1362 1440 1512 587 725 848 963 1072 1175 1273 1364 1450 1530 587 725 848 963 1072 1175 1273 1364 1450 1530 567 699 816 927 1031 1129 1219 1303 1381 1453 556 687 807 918 1024 1125 1220 1310 1394 1474 556 687 807 918 1024 1125 1220 1310 1394 1474 535 663 775 882 983 1078 1166 1249 1325 1396 529 652 770 877 980 1077 1171 1259 1342 1421 529 652 770 877 980 1077 1171 1259 1342 1421 507 630 738 841 939 1031 1117 1198 1273 1343 503 621 736 839 939 1034 1125 1211 1293 1371 503 621 736 839 939 1034 1125 1211 1293 1371 481 599 703 803 897 987 1071 1150 1224 1293 481 593 705 805 901 993 1082 1167 1247 1324 481 593 705 805 901 993 1082 1167 1247 1324 458 570 672 768 859 946 1028 1106 1178 1246 460 567 675 773 866 956 1042 1125 1204 1279 460 567 675 773 866 956 1042 1125 1204 1279 436 544 643 735 824 908 988 1064 1135 1202 441 544 647 743 833 921 1005 1086 1163 1237 441 544 647 743 833 921 1005 1086 1163 1237 416 520 616 705 791 873 951 1024 1094 1159 See page 18 for footnotes 142 VP1 VULCRAFT www.vulcraft.com 3.0PLN20 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 631 767 892 1009 1116 1215 1305 1386 1461 1528 616 748 870 982 1084 1178 1262 1338 1406 1467 596 724 841 948 1044 1130 1206 1274 1335 1388 571 694 804 903 990 1066 1132 1190 1241 1285 539 654 754 840 914 977 1030 1075 1113 1146 495 595 677 744 797 841 876 905 929 948 591 722 842 954 1058 1154 1243 1323 1397 1463 577 702 819 927 1026 1116 1198 1272 1339 1399 556 677 789 891 983 1065 1139 1205 1263 1315 529 645 749 842 924 995 1058 1112 1159 1200 494 600 691 769 835 891 937 976 1009 1037 438 523 589 641 681 713 738 758 774 787 555 682 797 905 1006 1099 1185 1264 1336 1402 541 661 773 876 972 1059 1139 1211 1276 1335 520 635 741 838 926 1005 1076 1139 1195 1244 491 600 698 784 860 927 985 1035 1078 1115 450 546 628 696 753 800 838 870 897 920 370 431 475 506 529 547 560 570 578 584 523 645 756 860 957 1047 1131 1209 1280 1345 509 624 731 830 922 1006 1083 1154 1217 1275 486 596 697 790 873 948 1016 1075 1129 1176 455 557 648 729 799 859 911 956 995 1029 406 491 560 616 661 697 727 750 770 786 237 256 266 273 277 280 282 283 285 285 494 612 718 818 912 1000 1081 1157 1226 1291 479 590 692 787 876 957 1031 1099 1161 1217 456 560 656 744 823 894 958 1014 1064 1109 421 516 600 673 736 790 836 875 909 938 356 424 476 516 546 570 588 602 614 623 468 581 683 779 870 955 1035 1108 1176 1239 453 558 656 747 832 911 982 1048 1107 1161 427 526 617 700 775 842 901 954 1001 1042 388 475 551 616 671 717 755 788 815 839 281 320 345 362 374 383 389 394 397 400 444 553 651 744 832 914 991 1063 1129 1191 428 529 623 710 792 867 936 999 1056 1108 401 495 581 659 729 791 846 895 938 975 354 432 498 552 597 633 663 688 708 725 422 527 621 711 796 875 950 1020 1084 1144 405 502 592 676 754 826 892 952 1007 1057 376 464 545 618 682 740 790 834 872 906 402 503 594 680 762 839 911 979 1042 1101 384 476 562 643 718 786 849 907 959 1007 351 435 510 577 635 687 731 770 804 833 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 480 568 651 730 805 875 941 1002 1059 460 544 624 701 773 841 905 964 1019 440 521 599 673 743 808 870 927 981 421 500 575 647 714 778 837 893 944 404 480 553 622 687 748 805 859 909 388 461 531 598 661 720 775 827 875 452 535 612 683 749 809 863 913 957 430 509 582 650 712 769 820 867 909 WELDS Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 143 3.0PLN19 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 667 810 939 1061 1175 1281 1378 1468 1551 1627 628 767 891 1009 1119 1223 1319 1408 1491 1567 593 728 847 960 1068 1169 1264 1352 1434 1511 562 692 807 916 1021 1119 1212 1299 1381 1457 534 658 770 876 977 1073 1164 1250 1331 1406 508 627 737 839 937 1030 1119 1204 1283 1358 485 598 706 805 900 991 1078 1160 1239 1313 464 572 677 773 865 954 1039 1120 1197 1270 445 548 651 743 833 919 1002 1081 1157 1229 526 626 716 803 887 968 1045 1120 1191 506 602 690 775 856 935 1011 1084 1154 487 580 667 749 828 905 979 1051 1120 470 559 644 724 801 877 949 1019 1087 454 540 623 701 776 850 921 990 1056 439 522 604 679 753 824 894 961 1026 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 38 41 43 45 47 48 49 50 51 52 38 41 44 46 48 49 50 51 52 53 38 41 44 46 48 50 51 52 53 54 38 41 44 46 48 50 52 53 54 55 38 41 44 47 49 51 52 54 55 56 37 41 44 47 49 51 53 54 55 57 37 41 44 47 49 51 53 54 56 57 37 40 44 46 49 51 53 55 56 58 36 40 43 46 49 51 53 55 56 58 40 43 46 49 51 53 55 57 58 39 43 46 48 51 53 55 57 58 39 42 45 48 51 53 55 57 58 38 42 45 48 50 53 55 57 58 38 41 45 48 50 52 55 57 58 37 41 44 47 50 52 54 56 58 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 672 799 914 1025 1132 1235 1334 1429 1520 646 768 881 989 1093 1194 1291 1384 1474 622 740 851 956 1057 1155 1250 1342 1429 600 714 822 924 1023 1119 1212 1301 1388 579 689 796 895 991 1085 1175 1263 1348 560 666 771 867 961 1052 1141 1227 1310 646 764 875 981 1083 1180 1271 1358 1440 620 735 842 945 1044 1138 1228 1313 1394 596 707 811 911 1008 1100 1187 1271 1350 573 681 782 880 973 1063 1149 1230 1308 551 657 755 850 941 1029 1112 1192 1268 532 634 730 822 911 996 1078 1156 1230 629 742 850 953 1050 1142 1228 1308 1383 603 712 816 916 1010 1100 1183 1262 1336 579 684 785 882 973 1060 1142 1218 1290 556 658 756 849 938 1022 1102 1177 1247 534 633 728 819 905 987 1064 1137 1205 514 610 702 790 874 953 1028 1099 1166 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 40 psf WELDS 30 psf No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 851 1034 1199 1355 1500 1635 1759 1874 1980 2077 851 1034 1199 1355 1500 1635 1759 1874 1980 2077 820 990 1149 1296 1432 1557 1670 1773 1865 1949 801 979 1137 1287 1429 1561 1684 1798 1903 2001 801 979 1137 1287 1429 1561 1684 1798 1903 2001 769 933 1086 1229 1361 1482 1594 1695 1788 1872 757 929 1081 1226 1363 1492 1613 1726 1831 1929 757 929 1081 1226 1363 1492 1613 1726 1831 1929 724 883 1029 1167 1295 1414 1523 1623 1715 1798 717 884 1030 1170 1303 1429 1547 1659 1763 1860 717 884 1030 1170 1303 1429 1547 1659 1763 1860 683 837 977 1110 1234 1350 1457 1555 1646 1729 681 840 983 1118 1247 1370 1486 1596 1699 1795 659 812 950 1081 1205 1321 1431 1532 1627 1715 646 794 930 1058 1178 1291 1395 1492 1581 1663 649 800 940 1071 1196 1316 1429 1537 1638 1734 626 774 907 1033 1153 1267 1374 1473 1567 1654 612 756 886 1010 1127 1236 1338 1432 1520 1601 619 764 901 1027 1148 1265 1376 1481 1581 1676 595 739 867 989 1106 1216 1320 1418 1510 1596 582 720 846 965 1078 1185 1284 1376 1463 1542 592 730 864 987 1104 1217 1326 1429 1528 1621 568 706 830 948 1061 1169 1270 1366 1456 1541 554 688 809 924 1034 1137 1233 1324 1408 1486 568 700 831 949 1063 1173 1279 1380 1477 1569 543 675 796 910 1020 1124 1224 1317 1406 1489 528 657 774 886 992 1092 1186 1274 1357 1434 See page 18 for footnotes 144 VP1 VULCRAFT www.vulcraft.com 3.0PLN19 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 50 psf 60 psf 70 psf 80 psf 90 psf 100 psf Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 802 970 1126 1270 1401 1520 1628 1725 1812 1890 782 947 1099 1237 1362 1475 1576 1665 1745 1816 759 919 1065 1197 1314 1419 1511 1591 1663 1725 731 885 1024 1146 1253 1347 1427 1498 1558 1611 697 843 970 1079 1172 1251 1318 1375 1423 1464 652 784 894 984 1058 1118 1168 1208 1242 1270 753 913 1063 1202 1329 1445 1551 1646 1732 1810 733 889 1035 1168 1289 1398 1496 1584 1663 1733 708 860 1000 1126 1238 1338 1427 1505 1574 1635 678 824 955 1070 1171 1259 1335 1401 1458 1507 640 776 893 993 1077 1148 1208 1259 1301 1337 587 703 797 873 933 982 1021 1052 1078 1099 709 862 1006 1139 1262 1375 1479 1573 1658 1735 688 837 976 1104 1221 1327 1422 1508 1584 1653 662 807 939 1059 1167 1262 1347 1422 1488 1547 629 767 890 998 1092 1174 1245 1306 1358 1404 587 711 817 906 981 1043 1094 1137 1173 1203 517 613 688 744 788 821 847 868 885 898 668 815 953 1082 1201 1311 1412 1503 1587 1663 647 790 923 1045 1158 1260 1352 1435 1510 1577 619 757 883 997 1100 1191 1271 1342 1405 1461 584 713 828 928 1015 1090 1155 1210 1257 1298 534 646 738 815 877 928 969 1003 1031 1054 428 492 537 568 591 607 619 628 636 641 631 773 905 1029 1144 1251 1349 1438 1520 1595 609 746 873 991 1099 1197 1286 1366 1439 1503 580 711 831 939 1036 1122 1198 1265 1324 1376 541 662 768 859 938 1005 1062 1111 1152 1188 478 574 650 709 756 793 823 846 865 881 220 230 235 238 240 241 242 243 243 244 597 733 861 980 1091 1195 1290 1377 1457 1530 575 705 827 940 1044 1138 1224 1301 1370 1433 544 668 781 883 974 1055 1126 1188 1243 1291 500 611 707 789 858 916 964 1005 1039 1068 410 481 532 570 597 618 634 646 655 663 566 697 820 935 1042 1142 1234 1319 1397 1469 543 668 785 893 992 1082 1164 1238 1304 1364 509 627 734 829 914 989 1054 1112 1162 1205 458 558 642 712 769 816 854 886 912 934 279 304 319 328 333 338 340 343 344 345 537 664 781 892 996 1093 1182 1265 1340 1410 513 633 744 848 942 1029 1107 1177 1240 1297 477 588 688 776 854 922 981 1033 1077 1116 412 497 565 619 661 695 722 743 760 774 511 633 746 853 953 1046 1133 1213 1286 1354 485 600 707 805 895 977 1051 1118 1178 1231 445 549 641 722 793 853 905 949 988 1020 604 713 816 912 1002 1086 1163 1234 1300 459 569 671 764 850 927 997 1060 1115 1165 414 510 593 665 726 777 821 857 888 915 577 682 781 874 961 1042 1116 1185 1248 434 539 636 725 805 878 943 1001 1053 1099 551 652 748 838 921 999 1071 1137 1197 411 510 602 686 761 829 888 942 989 1030 527 625 717 803 883 958 1027 1090 1148 504 598 687 770 847 918 984 1044 1100 483 573 658 738 812 880 942 1000 1052 WELDS Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 145 3.0PLN18 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf) Seismic Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 788 954 1107 1250 1383 1505 1617 1719 1813 1898 742 904 1051 1189 1319 1439 1550 1652 1746 1831 701 858 1000 1134 1259 1377 1487 1588 1682 1768 664 816 953 1082 1205 1320 1428 1528 1622 1708 631 779 910 1035 1154 1267 1373 1472 1565 1651 601 744 871 992 1108 1217 1321 1419 1511 1597 573 710 834 952 1064 1171 1273 1369 1460 1545 548 679 801 915 1024 1128 1228 1322 1412 1496 525 651 770 880 986 1088 1185 1278 1366 1450 625 741 848 951 1050 1146 1236 1323 1406 601 715 818 918 1015 1108 1197 1282 1364 578 689 790 888 982 1073 1160 1244 1324 558 665 764 859 951 1039 1125 1207 1286 538 642 739 832 921 1008 1092 1172 1250 520 621 716 806 893 978 1060 1140 1216 See page 18 for footnotes Diaphragm Stiffness, G' (k/in) Seismic or Wind Load Type Number of VSC2's per Span 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 49 53 56 59 61 63 65 66 67 68 49 53 57 59 62 64 66 67 69 70 49 53 57 60 62 65 67 68 70 71 48 53 57 60 63 65 67 69 71 72 48 53 57 60 63 66 68 70 72 73 47 52 57 60 63 66 68 70 72 74 47 52 56 60 63 66 69 71 73 74 46 51 56 60 63 66 69 71 73 75 46 51 56 60 63 66 69 71 73 75 50 55 59 63 66 69 71 73 75 50 55 59 62 66 69 71 73 76 49 54 58 62 65 68 71 73 76 49 53 58 62 65 68 71 73 76 48 53 57 61 65 68 71 73 76 47 52 57 61 64 67 70 73 75 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 797 946 1083 1214 1341 1462 1578 1689 1794 767 912 1044 1172 1296 1414 1528 1637 1741 738 880 1009 1133 1253 1369 1481 1588 1690 712 849 975 1096 1214 1327 1436 1541 1642 687 820 944 1062 1176 1287 1394 1497 1596 664 792 914 1029 1141 1249 1354 1455 1552 773 912 1045 1172 1292 1407 1515 1617 1713 742 878 1006 1129 1247 1359 1465 1566 1660 713 845 970 1090 1205 1314 1418 1517 1610 686 815 936 1053 1165 1272 1373 1470 1561 661 787 905 1018 1127 1231 1331 1426 1516 638 760 875 985 1091 1193 1291 1384 1472 756 892 1021 1144 1261 1370 1473 1569 1659 725 857 982 1102 1215 1322 1423 1517 1605 697 824 946 1062 1172 1277 1375 1467 1553 670 793 912 1024 1132 1234 1330 1420 1504 645 765 879 989 1094 1193 1286 1375 1458 622 738 849 956 1057 1154 1246 1332 1413 See page 18 for footnotes Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) 40 psf WELDS 30 psf No Uplift Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 1006 1218 1413 1596 1765 1921 2064 2195 2314 2423 1006 1218 1413 1596 1765 1921 2064 2195 2314 2423 1006 1218 1413 1596 1765 1921 2064 2195 2314 2423 947 1153 1341 1518 1683 1837 1978 2109 2228 2338 947 1153 1341 1518 1683 1837 1978 2109 2228 2338 916 1110 1292 1460 1616 1758 1888 2005 2112 2208 894 1095 1276 1447 1608 1758 1898 2027 2147 2257 894 1095 1276 1447 1608 1758 1898 2027 2147 2257 863 1051 1226 1389 1540 1679 1807 1924 2030 2126 847 1042 1216 1382 1538 1685 1823 1951 2070 2181 847 1042 1216 1382 1538 1685 1823 1951 2070 2181 815 997 1165 1323 1470 1606 1732 1847 1953 2049 805 994 1162 1322 1474 1617 1752 1879 1997 2108 805 994 1162 1322 1474 1617 1752 1879 1997 2108 772 948 1110 1263 1406 1539 1662 1775 1879 1975 767 949 1111 1266 1414 1554 1687 1812 1929 2038 767 949 1111 1266 1414 1554 1687 1812 1929 2038 733 903 1059 1207 1346 1475 1596 1707 1810 1905 732 906 1065 1215 1359 1495 1625 1748 1864 1972 710 879 1032 1178 1316 1447 1569 1684 1791 1891 697 862 1013 1155 1290 1416 1534 1644 1745 1839 700 867 1022 1168 1307 1440 1567 1688 1802 1910 677 842 989 1130 1265 1392 1512 1625 1730 1829 664 824 969 1107 1238 1361 1476 1583 1683 1776 671 831 983 1124 1259 1389 1513 1632 1744 1851 647 807 949 1086 1216 1340 1458 1568 1672 1770 634 789 929 1063 1190 1309 1422 1527 1625 1716 See page 18 for footnotes 146 VP1 VULCRAFT www.vulcraft.com 3.0PLN18 3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern = 3/4" Arc Spot Weld = 3/8" x 1" Arc Seam Weld Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued 50 psf 60 psf 70 psf 80 psf 80 psf 100 psf Span Length (ft-in.) 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 956 1156 1342 1512 1667 1807 1933 2045 2146 2236 937 1135 1316 1481 1630 1764 1883 1989 2083 2166 915 1109 1286 1444 1586 1712 1823 1920 2006 2082 890 1079 1249 1399 1532 1648 1749 1837 1914 1980 861 1043 1203 1343 1464 1568 1658 1734 1800 1856 826 998 1146 1271 1378 1467 1542 1605 1658 1702 899 1091 1269 1434 1585 1722 1846 1958 2058 2148 880 1068 1243 1402 1547 1677 1794 1899 1992 2075 857 1042 1211 1364 1501 1623 1731 1827 1911 1986 831 1010 1172 1316 1443 1555 1652 1737 1811 1875 800 971 1123 1255 1369 1467 1551 1623 1684 1737 761 920 1057 1172 1269 1349 1417 1473 1520 1559 848 1031 1203 1362 1509 1643 1765 1875 1975 2065 828 1008 1176 1330 1470 1597 1711 1814 1906 1988 805 981 1143 1289 1422 1540 1645 1738 1820 1893 777 947 1101 1238 1359 1466 1559 1640 1711 1773 743 904 1047 1170 1276 1368 1445 1512 1568 1617 699 845 969 1073 1158 1229 1287 1335 1375 1408 802 977 1142 1296 1438 1569 1688 1797 1896 1985 781 954 1114 1263 1398 1522 1634 1734 1825 1906 756 925 1080 1220 1348 1461 1563 1653 1733 1804 727 889 1035 1165 1280 1381 1469 1546 1613 1672 690 841 974 1088 1186 1269 1340 1400 1451 1494 638 770 879 968 1041 1099 1146 1185 1217 1243 758 928 1087 1235 1373 1500 1617 1724 1821 1910 738 903 1058 1201 1332 1452 1560 1658 1747 1826 712 873 1021 1156 1278 1388 1485 1572 1649 1717 681 834 973 1096 1204 1299 1382 1454 1517 1571 640 780 902 1007 1095 1169 1231 1283 1328 1365 575 689 780 851 907 950 985 1013 1035 1054 718 882 1035 1179 1313 1436 1550 1655 1751 1838 699 857 1005 1143 1270 1386 1491 1587 1673 1751 672 825 967 1096 1213 1317 1411 1494 1568 1633 638 783 914 1029 1131 1219 1296 1362 1420 1469 591 720 830 922 999 1062 1115 1159 1195 1226 501 589 654 702 737 764 784 800 812 822 682 841 988 1127 1256 1377 1488 1590 1684 1770 662 814 957 1090 1212 1324 1426 1518 1602 1678 634 781 916 1039 1150 1250 1339 1418 1488 1551 597 734 857 964 1058 1139 1209 1269 1320 1365 541 657 752 830 893 943 985 1018 1046 1069 380 424 451 469 481 489 495 500 503 506 649 802 944 1078 1204 1320 1429 1529 1620 1705 629 775 912 1039 1157 1265 1364 1453 1534 1608 599 739 868 985 1091 1185 1270 1344 1410 1469 558 687 800 899 984 1056 1118 1171 1216 1255 486 583 659 718 764 799 827 850 867 882 618 766 903 1033 1154 1268 1373 1470 1560 1643 597 738 869 992 1106 1210 1305 1391 1469 1540 566 699 822 933 1033 1122 1201 1271 1332 1387 520 639 742 831 906 968 1021 1066 1103 1135 413 480 528 561 585 603 617 627 635 641 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" 733 865 990 1108 1218 1320 1415 1503 1583 702 829 950 1064 1171 1271 1363 1448 1527 672 796 913 1023 1127 1223 1313 1396 1472 645 764 878 985 1085 1178 1265 1345 1420 619 735 844 948 1045 1135 1219 1297 1369 595 707 813 913 1007 1094 1175 1251 1320 703 830 948 1057 1157 1248 1331 1406 1474 671 792 906 1010 1106 1194 1273 1345 1410 640 757 866 966 1057 1141 1216 1285 1346 611 723 827 923 1010 1089 1161 1225 1283 583 690 790 881 963 1038 1105 1165 1219 662 778 883 977 1060 1133 1197 1254 1303 625 735 833 920 996 1063 1122 1172 1217 589 692 782 862 931 990 1042 1086 1125 589 680 756 818 870 912 947 976 1000 WELDS Net Wind Number Uplift of VSC2's Pressure per Span 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 3 4 5 6 7 8 9 10 11 12 See page 18 for footnotes www.vulcraft.com VULCRAFT VP1 147 INDEX 1.5PLB™ Diaphragm Tables . . . . . . . . . 24–103 Dimensions . . . . . . . . . . . . . . . . . . 20 Web Crippling. . . . . . . . . . . . . . . . . 22 Wind Uplift Load Tables . . . . . . . . . 23 3.0PLN™ Diaphragm Tables . . . . . . . . 108–147 Dimensions . . . . . . . . . . . . . . . . . 104 Web Crippling. . . . . . . . . . . . . . . . 106 Wind Uplift Load Tables . . . . . . . . 107 A Allowable Diaphragm Shear Strength Seismic Loads . . . . . . . . . . . . . . . . 10 Wind Loads . . . . . . . . . . . . . . . . . . 12 Allowable Reactions. . . . . . . . . . . . . . . 7 Due to Web Crippling 1.5PLB™ . . . . . . . . . . . . . . . . . . 22 3.0PLN™ . . . . . . . . . . . . . . . . . 106 Arc Seam Welds . . . . . . . . . . . . . . . . . 4 Arc Spot Welds . . . . . . . . . . . . . . . . . . 4 Attachment 1.5PLB™ . . . . . . . . . . . . . . . . . . . . 20 3.0PLN™ . . . . . . . . . . . . . . . . . . . 104 Hilti Fasteners . . . . . . . . . . . . . . . . . 3 Pneutek Fasteners . . . . . . . . . . . . . . 3 PunchLok II Deck . . . . . . . . . . . . . . . 3 Self-Drilling Self-Tapping Screws . . . 4 Welds. . . . . . . . . . . . . . . . . . . . . . . . 4 B Bearing . . . . . . . . . . . . . . . . . . . . . . . . 7 Web Crippling. . . . . . . . . . . . . . . . . . 8 Design Formulas Allowable Reactions . . . . . . . . . . . . 7 Gravity Loads . . . . . . . . . . . . . . . . . 6 Uplift Loads . . . . . . . . . . . . . . . . . . . 9 Diaphragm 1.5PLB™ Tables . . . . . . . . . . 24–103 3.0PLN™ Tables . . . . . . . . . 108–147 Stiffness. . . . . . . . . . . . . . . . . . . . . 10 Strength, Flexibility and Stiffness . . . 9 Dimensions 1.5PLB™ . . . . . . . . . . . . . . . . . . . . 20 3.0PLN™. . . . . . . . . . . . . . . . . . . 104 E Exposed product appearance . . . . . . . 2 F Fastener Hilti . . . . . . . . . . . . . . . . . . . . . . . . . 3 Pneutek . . . . . . . . . . . . . . . . . . . . . . 3 Requirements at Parallel Connectors. . . . . . . . . . . . . . . 12 Self-Drilling Self-Tapping Screws . . . 4 Support Fastener Strength Tables . . 5 Welds . . . . . . . . . . . . . . . . . . . . . . . 4 Finishes. . . . . . . . . . . . . . . . . . . . . . . . 2 G Galvanized . . . . . . . . . . . . . . . . . . . . . 2 Gravity Load Tables 1.5PLB™ . . . . . . . . . . . . . . . . . . . . 21 3.0PLN™. . . . . . . . . . . . . . . . . . . 105 Gravity Loads . . . . . . . . . . . . . . . . . . . 6 H C Hilti Fasteners . . . . . . . . . . . . . . . . . . . 3 Coated primer . . . . . . . . . . . . . . . . . . . 2 M D Material . . . . . . . . . . . . . . . . . . . . . . . . 2 Deflection Limits . . . . . . . . . . . . . . . . . 6 Design Criteria . . . . . . . . . . . . . . . . . . 13 Design Example. . . . . . . . . . . . . . . . . 13 P Parallel Connectors . . . . . . . . . . . . . . 12 Pneutek Fasteners . . . . . . . . . . . . . . . 3 Primer coated . . . . . . . . . . . . . . . . . . . . 2 Properties 1.5PLB™ . . . . . . . . . . . . . . . . . . . . 20 3.0PLN™ . . . . . . . . . . . . . . . . . . . 104 PunchLok Deck Attachment . . . . . . . . . . . . . . . . . . . . 3 Gravity Loads . . . . . . . . . . . . . . . . . . 6 Uplift Loads . . . . . . . . . . . . . . . . . . . . 9 S Screws . . . . . . . . . . . . . . . . . . . . . . . . . 4 Seismic Loads . . . . . . . . . . . . . . . . . . 10 Self-Drilling Self-Tapping Screws . . . . . 4 Shear Strength . . . . . . . . . . . . . . . . . . . 5 Specification Section 05 31 23 Steel Roof Decking. . . . . . . . 12 Stiffness . . . . . . . . . . . . . . . . . . . . . . . 10 Support Fastener Strength Tables. . . . . 5 T Tension Strength. . . . . . . . . . . . . . . . . . 5 U Uplift Loads. . . . . . . . . . . . . . . . . . . . . . 9 W Web Crippling Allowable Reactions . . . . . . . . . . . . . 7 1.5PLB™. . . . . . . . . . . . . . . . . . . 22 3.0PLN™. . . . . . . . . . . . . . . . . . 106 Flange Loading . . . . . . . . . . . . . . . . . 8 Web Shear Capacity. . . . . . . . . . . . . . . 7 Weights 1.5PLB™ . . . . . . . . . . . . . . . . . . . . 20 3.0PLN™ . . . . . . . . . . . . . . . . . . . 104 Welds . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Wind Loads . . . . . . . . . . . . . . . . . . . . 12 Wind Uplift Load Tables 1.5PLB™ . . . . . . . . . . . . . . . . . . . . 23 3.0PLN™ . . . . . . . . . . . . . . . . . . . 107 The PunchLok II tool is the subject of U.S. Patent No. 6,12,932 and U.S. Patent No. 8,667,656. PUNCHLOK® is a registered trademark of Verco Decking, Inc. VULCRAFT® is a registered trademark of NUCOR Corporation. 1.5PLB™ and 3.0PLN™ are trademarks of NUCOR Corporation. All other names may be trademarks of their respective owners. All rights reserved. VULCRAFT reserves the right to change the design or details of its products without notice. The information in this catalog is presented for general information only and is not to be used or relied upon for any application without complete review of the proposed application and without a complete review by a licensed professional architect, engineer, designer or other qualified professional. VULCRAFT assumes no liability whatsoever for the accuracy or completeness of the information contained herein. VULCRAFT 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. 148 VP1 In addition, VULCRAFT expressly disclaims any liability for incidental, special, consequential or punitive damages including, but not limited to, loss of profits or loss of use. VULCRAFT'S liability, warranties and other obligations with respect to its decking products are set forth in the VULCRAFT Terms and Conditions of Sale provided to Buyer in connection with the provision of such decking products. As used herein, references to VULCRAFT includes any parents, affiliates and subsidiaries. VULCRAFT www.vulcraft.com PUNCHLOK SYSTEM CARRIES THE LOAD In 2001 prior to the release of the original PunchLok system, engineers conducted a test to demonstrate the capabilities of the Sidelap Connection made by the PunchLok tool to resist the vertical loads during typical construction processes including: heavy foot traffic, staging of construction materials, and pouring of concrete. Three 10' long panels of 20 gage PLB roof deck were secured to a structural frame with arc spot welds using a 36/4 attachment pattern. Sidelaps were secured with the PunchLok tool using four connections per span. Load equivalent to 138 psf was applied to the center panel by adding water to steel drums stacked three rows high. The two outside deck panels were not loaded. As shown in the photograph, the load from the center panel was transferred to the adjacent unloaded sheet entirely through the four sidelap connections between the panels. Buckling at the top flange of the adjacent unloaded deck panel demonstrates the vertical load transfer capabilities of the VSC Female Sidelap Male Sidelap While under load and after the test, there were no signs of disengagement or slippage of any type on the connections made with the original PunchLok tool. The top flange of the adjacent “unloaded” panel was buckled due to the load transferred entirely thru the Sidelap Connection. This demonstrates the excellent ability of the PunchLok system to transfer vertical load across the sidelaps. The new sidelap connection made by the PunchLok II tool is even stronger than the original! Expect even better results with the new PunchLok II tool and system. VULCRAFT SALES CORPORATION OFFICES VULCRAFT OFFICES Albuquerque, NM Area Ph. (505) 892-0707 Fax (505) 892-2727 Greensboro, NC Area Ph. (336) 294-9544 Fax (336) 294-7636 Minneapolis, MN Area Ph. (763) 425-4399 Fax (763) 425-6905 Atlanta, GA Area Ph. (770) 307-2111 Fax (770) 307-1800 Greenville, NC Area Ph. (252) 493-0333 Fax (252) 493-0555 Nashville,TN Area Ph. (615) 871-9385 Fax (615) 871-9252 Balmore, MD Area Ph. (410) 998-0800 Fax (410) 998-0801 Harord/Albany Area Ph. (203) 791-1227 Fax (203) 791-8657 Western NewYork Area Ph. (607) 529-9036 Fax (607) 529-9903 Birmingham, AL Area Ph. (205) 982-4394 Fax (205) 982-6885 Houston,TX Area Ph. (281) 477-6700 Fax (281) 477-6701 Metro NewYork Area Ph. (732) 738-8188 Fax (732) 738-8288 Boston Area Ph. (603) 894-1146 Fax (603) 894-1149 Indianapolis, IN Area Ph. (317) 576-5399 Fax (317) 576-5395 North Alabama Area Ph. (256) 845-2460 Fax (256) 845-2823 Chicago, IL Area Ph. (630) 887-1400 Fax (630) 887-1477 Jackson, MS Area Ph. (601) 936-6215 Fax (601) 936-6216 Oklahoma City, OK Area Ph. (405) 715-2844 Fax (405) 715-5855 Columbia, SC Area Ph. (803) 732-5557 Fax (803) 732-5551 Jacksonville, FL Area Ph. (904) 880-1150 Fax (904) 880-1151 Philadelphia, PA Area Ph. (610) 539-6516 Fax (610) 539-6970 Dallas,TX Area Ph. (214) 340-1883 Fax (214) 340-5897 Kansas City Area Ph. (913) 341-9299 Fax (913) 341-5764 Phoenix, AZ Area Ph. (480) 730-3012 Fax (480) 730-2824 Dayton, OH Area Ph. (937) 390-2300 Fax (937) 390-2333 Knoxville,TN Area Ph. (865) 690-6388 Fax (865) 690-6389 Richmond,VA Area Ph. (804) 379-3704 Fax (804) 379-3709 Denver, CO Area Ph. (303) 757-6323 Fax (303) 757-6324 Lexington, KY Area Ph. (859) 271-2591 Fax (859) 271-2580 Salt Lake City, UT Area Ph. (801) 355-0431 Fax (801) 621-0927 Des Moines, IA Area Ph. (515) 270-2500 Fax (515) 270-8849 Lile Rock, AR Area Ph. (501) 758-6424 Fax (501) 758-6427 San Antonio,TX Area Ph. (210) 655-9070 Fax (210) 655-9504 Detroit, MI Area Ph. (248) 486-6166 Fax (248) 486-6169 Los Angeles, CA Area Ph. (714) 957-5713 Fax (714) 957-8871 San Francisco, CA Area Ph. (925) 229-1020 Fax (925) 229-2469 Fargo, ND Area Ph. (701) 235-6605 Fax (701) 235-9632 Memphis,TN Area Ph. (901) 751-3927 Fax (901) 751-3593 Seale,WA Area Ph. (425) 402-9011 Fax (425) 482-6433 Ft.Wayne/S. Bend, IN Area Ph. (260) 337-1800 Fax (260) 337-1801 Miami, FL Area Ph. (954) 785-8695 Fax (954) 785-8696 Tampa, FL Area Ph. (813) 621-0684 Fax (813) 626-4955 Grand Rapids, MI Area Ph. (616) 949-2106 Fax (616) 949-6694 Milwaukee/Green Bay, WI Area Ph. (262) 251-5666 Fax (262) 251-7065 Youngstown, OH Area Ph. (330) 726-8833 Fax (330) 726-0694
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Note that self-weight of the deck should be included when determining dead load. The formulas used to determine the allowable uniform loads due to flexure (stress) and deflection are shown on page 6.
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Minimum span length on chart set to minimum panel manufactured length Based on 25psf uniform vertical load and L/180 deflection limit Based on 30 to 40psf uniform vertical load and L/240 deflection...
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washer and a steel silver-colored top-hat washer. The X-HSN 24 has a dome style head, red guidance washer and a steel silver-colored top-hat washer. The X-ENP-19 L15 fastener is 0.937 inch (23.8 mm...
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400 psf for all FORMLOK decks with concrete fill. Contact the Verco Engineering Department when using heavier loads. Such loads often indicate conditions, such as concentrated or long-term loadings...
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