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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)291 @ 7' 10"3504 (3.50")Passed (8%)--1.0 D + 1.0 Lr (Adj Spans) Shear (lbs)130 @ 8' 6 9/16"1631 Passed (8%)1.25 1.0 D + 1.0 Lr (Adj Spans) Moment (Ft-lbs)-176 @ 7' 10"784 Passed (22%)1.25 1.0 D + 1.0 Lr (Adj Spans) Live Load Defl. (in)0.009 @ 0 0.200 Passed (2L/999+)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.014 @ 0 0.258 Passed (2L/999+)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 15' 10 15/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 4.5/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (0.2") and TL (2L/240). •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Moment capacity has been adjusted by a factor of 0.55 to account for the beam stability and/or volume/size factors. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Wind Factored Accessories 1 - Beveled Plate - DF 3.50"3.50"1.50"115 111 -117 225/-1 Blocking 2 - Beveled Plate - DF 3.50"3.50"1.50"134 157 -165 291/-19 None 3 - Hanger on 7 1/4" DF beam 3.50"Hanger¹1.50"52 69 -71 120/-12 See note ¹ •Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)Continuous Bottom Edge (Lu)End Bearing Points Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 3 - Face Mount Hanger LRU26Z 1.94"N/A 4-10dx1.5 5-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. • Distributed wind loads are applied perpendicular to the slope of the member. Dead Roof Live Wind Vertical Loads Location (Side)Spacing (0.90)(1.25)(1.60)Comments 1 - Uniform (PSF)0 to 7' 10"16"16.0 16.0 -16.0 VAULTED ROOF Load 2 - Uniform (PSF)7' 10" to 14' 11 3/4"16"12.0 16.0 -16.0 SLOPED ROOF Load Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Roof, (N)RR1 1 piece(s) 2 x 8 DF No.2 @ 16" OC Page 201 of 290