8109 FLORIDA DR 2025-09-11 - Laserfiche WebLink

............. .........................................-............................................. . ........... 2FORTEWEB MEMBER REPORT MAIN,MB#2 I piece(s)4 x 12 RIF Nor2 Overall Length.6'9- M.. 6' f. FJ2 Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).PJI dimensions are horizontal. I I Actual 0 Location I Allkwad RUnit LDF Load:CongAnalloo(Patirmn) Member Length 6'9" Z t L Member Reaction(lbs) 4957 @3" 6379(4,50") Passed(78%) 1.0 D+0.75 L+0.75 S(All Spans) system wall Shear(lbs) 3247'@ 75—1/4-- 4528 Passed(72%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Moment(Ft-lbs) 4815 @ 3'9 5/16" 5667 Passed(85%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential — Building Code:IBC 2018 Live Load Defl.(in) 0.042 @ 3'5 3/4' 0.208 Passed(U999+) -1 1.0 D+0.75 L+0.7S S(All Spans) Design Methodology:ASD Total Load Dell.(in) 0.068 @ 3'5 15116" 0.313 Passed(L/999+) - 1.0 D+0.75 L+0.75 S(All Spans) -Deflection criteria:Li-(L/360)and TL(L/240). -A 1.5%decrease in the moment capacity has been added to account for lateral stability. -Applicable CalCUI&WAS are based on NDS. 8"rho Lmoth Loads to Supports(lbx) supports TOM r AVDNW®I lit"diled i Dead floor Live Roof Li.. End. ift.Wind A=1511006- 1-Trimmer-HIF 4-0- 4.50 3-50- jg!E 2279 I096 1666 4957 None 2-Trimmer-HIF 4-50' q.SV 3.47" 1960 2193 17se 4923 None Lateral Bracing 11raclinvintarmils 1cmillileaft Top Edge(Lu) End Bearing Points Bottom Edge(Lu) End Bearing Polrts Dead MWILWO Rod Ltn sillm Vatcal Loads ("M CUM) (L25) t1.34D mm 0-W Weight(PLF) i 0 to 6!9. 1 N/A 10.0 I-Point(lb) 9 445 i 1112 Linked from: N/A 103 ;IST#3,Support 2 ed from: 2-Uniform(PLF) 3"to 5'3 3/4' N/A193.5 3310 3STLink#5,Support 2 J1 3-Point(b) 1 5 3 3/4" N/A i 1039 445 i 899 i 1112 Linked from: i JST#3,support 2 4-Uniform(PLF) 3 53 3/4"to 6 9.1 N/A j 448.0 333.0 339.0 424.0 Linked from: 'IST#2, 5-Uniform(PSF) a to 6 9" T&I 8.0 60.0 25.0 zue= Weyerhaeuser Notes Weyerhaeuser warrants net the song of Its products will be In accordance vilth 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 I respor.slble 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 JCC-ES under evaluation reports ESR-1153 and ESP-1387 and/or tested in accordance with applicable ASTM standards,For cuffent code evaluation reports,Weyerhaeuser product literature aM Installation details refer to...weyerhaeiiser.com/woodprodtxU/docuffent-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator I ForteWE8 Software Operator Job Notes 3/21/2024 11:17:04 PM UrC Chris Lalonde �SL,uctural Design Associates ForteWES v3.7,Engine:V8.4.0.40,Data:V8.1.5.0 1(425)339-0293 datonde@sdaeverettcom File Name: 10012 Page 11/13