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WFORTE MEMBER REPORT JB-927403-00, MP1 PASSED <br />1 piece(s) 2x8 Douglas Fir-Larch No. 1@ 24" OC <br />Overall Sloped Length: 26' 1/16- <br />4% <br />0 0 <br />2' 6-13' 10' 8' <br />A X K <br />® @ <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />1 Design Results Actual @ Location Allowed <br />Member Reaction (lbs)1097 @ 16' 4"3459 (3.50") <br />Shear (lbs)566 @ 15' 7 3/8"1631 <br />Moment (Ft-lbs)-1343 @ 16' 4"1889 <br />Live Load Defl. (in)0.254 @ 8' 10 1/2"0.729 <br />Total Load Defl. (in)0.467 @ 8' 10 U16"0.972 <br />· Deflection criteria: LL (4240) and Tl (9180). <br />· Overhang deflection criteria: LL (24240) and TL (2L/180). <br />Result LDF Load: Combination (Pattern) <br />Passed (32%) --1.0 D + 1.0 Lr (Adj Spans) <br />Passed (35%)1.25 1.0 D + 1.0 Lr (Adj Spans) <br />Passed (71%)1.25 1.0 D + 1.0 Lr (Adj Spans) <br />Passed (U690) --1.0 D + 1.0 Lr (Alt Spans) <br />Passed (U375) -1.0 D-+ 1.0 Ir (Alt Spans) <br />System: Roof <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : IBC <br />Design Methodology: ASD <br />Member Pitch: 4/12 <br />· Bracing (tu): All compression edges (top and bottom) must be braced at 7' 5 1/2" ok unless detailed otherwise. Proper attachment and positioning of lateral <br />bracing is required to achieve member stability. <br />· A 15% increase in the moment capacity has been added to account for repetiuve member usage. <br />· Applicable calculations are based on NDS 2005 methodology. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Total AccessoriesRoof <br />Live <br />1 - Beveled Plate- DF 3.50"3.50"1.50"285 340 625 Blocking <br />2 - Beveled Plate - DF 3.50"3.50"1.50"527 570 1097 None <br />3 - Beveled Plate - DF 3.50"3.50"1.50" 61 119 180 Blocking <br />• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br />Dead Roof Live <br />Loads Location Spacing (o.90)(non-snow: 1.25) Comments <br />1 - Uniform(PSF)0 to 24' 5 3/4"24"15.0 20.0 Roof DL + LL <br />2 - Uniform(PSF)5'7"ton'3"24"3.0 - PV Attachment DL <br />Weyerhaeuser Notes <br />Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br />Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. <br />(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to <br />circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to <br />assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br />forestry standards. <br />( SUSTAINABLE FORESTRY INITIATIVE <br />The product application, input design loads, dimensions and support information have been provided by Forte Software Operator <br />Forte Software Operator <br />Jake Bauer <br />SolarCity <br />(714) 274-7896 <br />jbauer@solarcity.com <br />Job Notes 8/28/2013 11:27:48 AM <br />Forte v4.0, Design Engine: V5.6.2.222 <br />JB-927403-00_working.4te <br />Page 1 of 1