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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1277 @ 3 1/2" 1750 (1.75") Passed (73%) 1.25 1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1277 @ 3 1/2"3850 Passed (33%) 1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)9714 @ 14' 6"18481 Passed (53%) 1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.394 @ 14' 6"0.947 Passed (L/865) -- 1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.938 @ 14' 6"1.421 Passed (L/363) -- 1.0 D + 1.0 Lr (All Spans) <br />Member Length : 28' 5" <br />System : Roof <br />Member Type : Joist <br />Building Use : Commercial <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />Member Pitch : 0/12 <br />• Deflection criteria: LL (L/360) and TL (L/240). <br />• Allowed moment does not reflect the adjustment for the beam stability factor. <br />• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br />• ¹ See Connector grid below for additional information and/or requirements. <br />• ² Required Bearing Length / Required Bearing Length with Web Stiffeners <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Roof Live Factored Accessories <br />1 - Hanger on 18" LVL Ledger 3.50" Hanger¹1.75" / <br />1.75" ²720 580 1300 See note ¹ <br />2 - Hanger on 18" LVL Ledger 3.50" Hanger¹1.75" / <br />1.75" ²720 580 1300 See note ¹ <br />•TJI joists are only analyzed using Maximum Allowable bracing solutions. <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)7' 3" o/c <br />Bottom Edge (Lu)28' 5" o/c <br />Connector: Simpson Strong-Tie <br />Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br />1 - Top Mount Hanger BA3.56X H=17.938 3.00"6-10dx1.5 4-10dx1.5 2-10dx1.5 <br />2 - Top Mount Hanger BA3.56X H=17.938 3.00"6-10dx1.5 4-10dx1.5 2-10dx1.5 <br />• Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br />Dead Roof Live <br />Vertical Loads Location Spacing (0.90)(1.25)Comments <br />1 - Uniform (PSF)0 to 29'24"20.0 20.0 COMMERCIAL <br />FLAT ROOF <br />2 - Point (lb)12'N/A 140 - <br />MECHANICAL <br />UNIT @ WORST <br />CASE LOCATION <br />3 - Point (lb)17'N/A 140 - <br />MECHANICAL <br />UNIT @ WORST <br />CASE LOCATION <br />Member Notes <br />(converted from: Floor Joist) <br />Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). <br />MEMBER REPORT PASSED <br />ROOF, RR-1 <br />1 piece(s) 18" TJI® 560D @ 24" OC <br />ForteWEB Software Operator Job Notes 8/3/2024 12:30:28 AM UTC <br />Allen Lactaoen <br />Lovelace Engineering <br />(858) 535-9111 <br />alactaoen@lovelaceeng.com <br />ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 <br />File Name: J24373 - Better Buzz Santa Ana <br />Page 2 / 3 <br />V-2