Attachment 9_Mount Elden design loads_ image (5)_127EAX26Q0074.pdf

This document is a structural framing design calculation sheet prepared by Campbell Structural for Job #16098 (Mt. Eldentown/CAB), dated 9/2/2016. The sheet presents engineering calculations for two separate framing designs (RT1 and RB1), with each design analyzing load cases and deflection limits.

For RT1, the calculations establish design parameters including: dead load (WDL) of 10 psf, snow load (WSnow) of 68 psf, uplift load 1 (WUL1) of -165 psf, and uplift load 2 (WUL2) of -226 psf. The reference output indicates compliance with USDA 2KBO 24"O.C. standards (DFL #2 lumber specification). For RB1, the truss width is calculated at 13.33 feet (6.67 feet each direction), with identical load parameters: WDL of 10 psf, WSnow of 68 psf, WUL1 of -165 psf, and WUL2 of -226 psf. The reference output specifies use of 6x12 W40 beam (DFL #1 lumber). Both designs include visual diagrams showing load distributions and deflection measurements, with dimensions of approximately 6.67 feet and 3.0 feet marked on the structural elevations. The document is Sheet 8 of an unspecified total number of sheets, calculated by RLC and pending review and approval.