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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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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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Headers are
generally designed at the time the panel layout drawings are made. Header
design load charts and other technical information can be obtained by
contacting (616) 399-1963. Refer to drawing
#38-501 and
#38-502 for
installation details for single and double plate headers. Field cut openings
may be made in wall panels as noted in drawing
#38-503.
Maximum width for a field cut opening in a wall is 48". This width opening assumes normal loading to the top of the panel. If an unusually high point load is being carried by the panel above the opening the maximum span may have to be reduced or a header installed. If there is a question regarding the load carrying capacity of a field penetrated panel, an engineering analysis should be conducted. Penetrations will be necessary to install vent stacks, chimneys and other penetrations through SIP roof panels. Small penetrations of 6" or less can be made without 2x blocking, providing they are well sealed. See drawing #38-505. Insulate any voids between the object and EPS with foam. |
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PorterSIPs by PorterCorp 4240 N. 136th Ave. Holland, MI 49424 800.354.7721 |
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