HOLD - 2037 S Garnsey St & #2 - Plan

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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)155 @ 8' 4 1/2"1406 (1.50")Passed (11%)--1.0 D + 1.0 Lr (Alt Spans) Shear (lbs)136 @ 1' 8 11/16"1238 Passed (11%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)275 @ 4' 9 7/8"1060 Passed (26%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.053 @ 4' 9 5/16"0.381 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.086 @ 4' 9 3/8"0.508 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 8' 11 3/4" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 4/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •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 Factored Accessories 1 - Beveled Plate - SPF 3.50"3.50"1.50"82 129 211 Blocking 2 - Hanger on 5 1/2" SPF beam 1.50"Hanger¹1.50"61 99 160 See note ¹ •Maximum allowable bracing intervals based on applied load. •Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 10" o/c Bottom Edge (Lu)8' 10" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - 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. Dead Roof Live Vertical Load Location (Side)Spacing (0.90)(1.25)Comments 1 - Uniform (PSF)0 to 8' 6"16"12.0 20.0 Roof Loads Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes 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 Level, Roof Rafters Design 1 piece(s) 2 x 6 DF No.2 @ 16" OC ForteWEB Software Operator Job Notes 9/25/2024 6:32:24 AM UTC Carlos A Zevallos Zevallos Design (562) 659-2066 zevallos.design@aol.com ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 File Name: Garnsey St - 01.24 Page 2 / 8 HOLD - 2037 S Garnsey St & #24/10/2025