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PorterSIPs by PorterCorp 4240 N. 136th Ave. Holland, MI 49424 800.354.7721 |
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Transverse Roof & Floor Panel Load Charts Transverse & Axial Wall Load Charts
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Allowable In-Plane
Shear Strength (Pounds per Foot)
for SIP Shear Walls (Wind and Seismic Loads in Seismic Design
Categories A, B and C)1,2
1
Maximum shear wall dimension ratio shall not exceed 2:1 (height :
width) for resisting wind or seismic loads.
2
Chords, holdowns, and connection to other structural elements must
be designed by a registered design professional in accordance with
accepted engineering practice.
3
Spline type at interior panel-to-panel joints only, solid chord
members are required at each end of each shearwall segment.
4
Required connections must be made on each side of the panel.
Dimensional or engineered lumber shall have an equivalent
specific gravity of 0.42 or greater. |
General Type "A" SIP Panel 38-001 Panel to Panel w/2x Lumber 38-102 Panel to Panel Floor Joist 38-104 Panel to Panel w/Insul Spline 38-106 Bearing Wall to Joist Multi-Story 38-203 Roof to Wall Beveled Seat 38-301 Roof to Wall Canted Plate 38-302 Roof Ridge w/Solid Blocking 38-303 Cantilever Roof Ridge w/Solid Blocking 38-304 Roof Ridge Connection w/EPS insert 38-306 Roof Eave on Pitched Roof 38-307 Roof to Wall on Gable Roof 38-308 Roof Ridge w/o Solid Blocking 38-312 Single Plate Insulated Headers 38-501 Double Plate Insulated Headers 38-502 Reinforcement of Field-Cut Wall Openings 38-503 |
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PorterSIPs by PorterCorp 4240 N. 136th Ave. Holland, MI 49424 800.354.7721 |
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