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Support Rx(lb)Ry(lb)Simpson Strong-Tie® Connector Interaction Interaction <br />9.42 %R2 105.00 0.00 17.21 %SCB45.5(2) & (2) #12-24 SST X or XL to A36 Steel <br />46.25 %R1 105.00 420.00 27.64 %MFCB45.5 Max(9#12-14) & (2) #12-24 SST X or XL to A36 <br />Steel <br />* Reference catalog for connector and anchor requirement notes as well as screw placements requirement <br />Support Rx(lb)Ry(lb)Simpson Strong-Tie® Connector <br />Connector <br />Interaction <br />Anchor <br />Interaction <br />Simpson Strong-Tie® Connectors @ Jambs <br />37.00 %R2 412.50 0.00 67.62 %SCB45.5(2) & (2) #12-24 SST X or XL to A36 Steel <br />68.12 %R1 300.00 820.00 43.60 %800T125-33 (33) & (2) .157" SST PDPA/PDPAT-62KP to steel <br />(3/16" to 1/2" thickness) <br />* Reference catalog for connector and anchor requirement notes as well as screw placements requirement <br />Span/Parapet <br />Bracing <br />Length(in.) <br />Design <br />Number of <br />Braces Pn(lb.) <br />SUBH <br />(Min)¹ <br />SUBH <br />(Max)¹ <br />MSUBH <br />(Min)¹ <br />Simpson Strong-Tie® Wall Stud Bridging Connectors @ Studs <br />MSUBH <br />(Max)¹ <br />LSUBH <br />(Min)¹ <br />LSUBH <br />(Max)¹ <br />Span 48 4227.4 OK (0.26)OK (0.25)No Soln8 No SolnOK (0.16)OK (0.16) <br />Span/Parapet <br />Bracing <br />Length(in.) <br />Design <br />Number of <br />Braces Pn(lb.) <br />SUBH <br />(Min)¹ <br />SUBH <br />(Max)¹ <br />MSUBH <br />(Min)¹ <br />Simpson Strong-Tie® Wall Stud Bridging Connectors @ Jambs <br />MSUBH <br />(Max)¹ <br />LSUBH <br />(Min)¹ <br />LSUBH <br />(Max)¹ <br />Span 48 N/A N/A N/A N/AN/A N/AN/A N/A <br />1) Values in parentheses are stress ratios. <br />2) Bridging connectors are not designed for back-back, box, or built-up sections. <br />3) Reference <br />Notes: <br />4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. <br />5) If the bracing length is larger than the span length, bridging connectors are not designed. <br />for latest load data, important information, and general notes. www.strongtie.com <br />www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. <br />Project Name:McGuff CFS Designer <br />Model:12' OPNG Full Height Wall <br />2012 NASPEC [AISI S100-2012]Code: <br />Page 2 of 2 <br />Date: 03/12/2025 <br />Simpson Strong-Tie® CFS Designer™ 5.2.7.0