8109 FLORIDA DR 2025-09-11 - Laserfiche WebLink

i ` ° MEMBER REPORT PASSE® ROOF,EXIST.RAFTER A piece(s)2 x 8 DF No.2 @ 16"OC Sloped Length. 16 7 118" L, jr } 12 1.8.. 12'81/2" .............................._..............._---.................._..... _.__.__.__� Ed IJ Drawing is Conceptual.All locations are measured from thhe�outside face of left support(or left cantilever end).All dimensions are horizontal. rDeogn Resuft - �Aotm O EpafWm 1, .AlloWed RUMA ..':: LO!:.Ails i Cofillimi1 um(Pf71) _ Member Length:IN s 13/16" _.�.�..•w.........._..T._.._...�_._... o... ,.... .w. _ �I ,stem:Roof Member Reaction(lbs) 346 @ 14'6" 1406(.1.50") ,Passed(25/o) 1.0 D+1.0 S(Alt Spans) ..... ...._...--- ---..__.._.. ..—. ... - Member T ype:Joist Shear(lbs) 316 @ 2'4 318" 1501 1 Passed( L%) 1.15 1.0 D+1.0 S(All spans) --___._...v_ .. .._.._........................._...__............. Butding Use:Residential Moment(Ft lbs) -T 1 1098 @ 8'1 3/4• 1564 Passed(70%) 1.15 1.0 D+1,0 S(AIt Spans) Budding Code:18C 2018 Live Load Deft.(in) I C.293 @ 8`1 11]6° 0.677 Passed(U556) 1.0 D+1.0 S(Alt Spans) Design Methodology:aso _ ..._. _..-....._..--—�� r — ....-.._._.....__......_.:.........._............._..... -- (Total Load Dell.(in) 0.474 @ 8'1 3/16" i 0.903 Passed(U343) 1.D D+1.D S(Alt Spans} Member pitch:41L2 __,__..__ .... .. .........-.._-- _ •Deflection criteria:LL(V240)and TL(L/180). •Overhang deflection criteria:LL(21./240)and T1.(21,/160). •Blydsmouth cut has no'been analyzed. A 150Jo increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. Son"Law* }supper i`total Aw11abM W�I! o:e i Rear t tr. iu ►+ _. : 1-Birdsmouth-NF 3.50" 3.50" I 1,50• 172 .............218V„-- 273..Y.---445 Blocking 2 Hanger on 7 1/4"DF beam ! 3.50' Ranger, { 1.50• 139 1 178 222 361 See note r •Blocking Panels are assumed to carry no bads apr,ted directly above bham and the full load rs applicd to the member being destried- •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •S See Connector grid below for additional information and/or requirements. Uffiwai Bfadri Top Edge(Lu) Gontkwcus Bottom Edge(W) ........End.Bearing Points Connector.Simp n ih ;_ __._._.....__:..-...,.,..�....,.2..�.,x._>,..,._...as .. .....: . .. : :f: .'.::: rr': Support ] Nloid j irNttirglh FtlOIltitlFditira :..; treo.ateeitee, tlaiftitrr7�iEaluts; Acce�riea:`. ..�. .. 2-Face Mount Ranger � LRU26Z 1.94' ; N/A ! 4-10dx1.5 - -- -,_.... .,-....._ •Refer to manufacttwer,totes and instructions for proper installation and use of all connectors. _.._._........._ .. oYd /Roof tbq 41a01,/' .:._ .. �Vertit:il Load 1aaRion(tade) IipClftl(.. Olt (12 1 (1iS)' rCoeaa t►d' I-Uniform(PSF) 0 to 14`9 112" 16" 15.0 20.0 250 IRF .—_.-..__._..._..._......---- We rhaeuser Notes _ ,..... . .: _ 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 Z 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)urisdiction.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 i vmw.Weyerhaeuser.coin/woodproducts/document•!ibrary. The product appiicabon,input design loads,dimensions and support information Rave been provided by ForteWEB Sofhvare Operator � .__..___..............................._............_......._.— __._ --'-"-_.-.___........_.-:-..._._.__..._.._....._......_._......._...._..._.....__.....-'---._.-- tort WED Software operator cab Notes —� 3/21/2024 11:17:04 PM UTC .sb ul cturai Design Associates ' ForteWEB 0.7,Engine:V8.4.0.40,Data:V8.1.5.0 (425)339-0293 'dalonderrgsdaeverett.00m ;r;:.,,.;::;�,-t, File Name:10012 - — -—.._._...._....._ Page 2/13