10201 1ST DR SE B 2025-04-18 - Laserfiche WebLink

• -'41FORTEWEB MEMBER REPORT 110 PASSED or I Level,Wall:Stud 10 i piece(s)2 x 4 DF No.2 @ 16"OC • Wall Height 4' Member Height 3'7 1/2 O.C.Spacing: 16.00" • $ � 1 > tioad GAmbinatr� Sr Siendemess 12 . So Passed'(25%) ;. Compression(lbs) 1371 7881 Passed(17%). 1.15 1.0 D+0.75 L+0.75 S ;LL Plate Bearing(lbs)` 1371 2789 Passed.(49%) 1.0 D"+0.75 L+0.75 S Lateral Reaction(lbs) 38 - 1.60 .1.0 D'+`0.6 W Lateral Shear(lbs) 32 1008 ._: .Passed(3%) 1.60 1.0 D+_0.6 W E Lateral Moment(ft Ibs) . 35(amid-span 629 ..< Passed(6%) 160` 1.0 D+0 6 W Total De edion Bending/Compression 02 mid-span 0.36 :•°: Passed(L/2658) 1.0 D+0:45 W+.0.75 L+0.75 S Total Deflectton(in) 0. 0.19 1 Passed(19%)'` 1.15 1.0 D+0.75 L+0.75 5 •Lateral deflection criteria:Wind(L/120) e _ •Input axial load eccentricity for this design is 16.67%of applicable member side dimension...... •Applicable calculations are based on NDS. •A bearing area factor of 1.25 has been applied to base plate bearing capacity. -41 •A 15%increase in the moment"capacity has been added to account for repetitive member usage. 0 s t • v a< J7 v a .��' System:Walt ' Top Dbl 2X Spruce-Pine-Fir Member Type:stud . Building Code:IBC 2018 Base 2X Spruce-Pine-Fir Design Methodology:ASD Drawing is Conceptual tiAdLV �.4- .� s .xC i :.x.....e',i ,.,�,L v v .�.'� au"�' _ • 1,. 1 IE1 7' �w.. t sr, ..:' . �' �t'a' '`V,Ii•Z ,,�� ` i`f f-d" ' '.14�' Top Nails :8d(0.113"x 21/2")(Toe). .. 2 WA Base Nails 8d(0.113"X 21/2")(Toe) . ,- 2 .. N/A •Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. . �' "" r c' T` ., .4 '° 4 o'P"� �.. a 2 `r r 3 3r^' fvf r' '` s,Tit `u # ,v 3r+Ft pe. a i., tie f ��3.F�`• �).' u 1-Point(PLF) 16.00" 333.0 - 463.0 Roof snow load 2-Point(PLF) . 16.00" 84.0 - Wall load -... 3-Point(PLF) 16.00" 84.0 . 240.0 - floor bad _ _ • r7 � r`• gY15 v�r ` _ »i' *"'sk r � ' "� « xy '�L r " � Ya, .` P .sus} '`g .o.dtk as.*s�* 1-Uniform(PSF) Full Length 16.00' 26.5 •ASCE/SEI 7 Sec.30.4:Exposure Category(B),Mean Roof Height(33'),Topographic Factor(1.0),Wind Directionality Factor(0.85),Basic Wind Speed(115),Risk Category(II),Effective Wind Area determined using full member span and trib.width.- •IBC Table 1604.3,footnote 1:Deflection checks are performed using 42%of this lateral wind load. ._ h. `4< x':mom. .m�, , t. -_ AI. 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 fora 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 riot 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 E5R-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• • ForteWEB Software operator Job Notes • 5/19/2023 2:14:29 PM UTC Larry Johnson Johnson Structural Engineering,Inc ForteWEB v3.5,Engine:V8.2.5.1,Data: V8.1.3.6 lar y Johnson File Name: Shambau h 23-759 iarry@johnsonengineer.rnm Weyerhaeuser g Page 1/1