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Truss <br />803 <br />Scale-1:50.2 <br />Plate Offsets {X, Y): [2:0 3-10,Edge1, [6:0 3-10,Edgej <br />Common <br />52 <br />2X4e 10 <br />3 <br />9 <br />3x4= <br />Run: <br />city Ply ver Lake Condo I roe Strike <br />6 1 Job Reference (optional) <br />r 12020 Print: 8.420 S Dec 12020 Mf7ek IndusMes. Inc. Tue Jan 12 08,01:04 Paqw.1 <br />iD:I7cKhlkEHgtN?nEYIEdAD31zw8Tb4o rWNreaMaOCe2PzsPAelsONJymopf27F7Xzw7sz <br />i <br />4x6- <br />4 <br />8 7 <br />3x4= 3x4- <br />11 2x4 a2x4 a <br />9-3.15 <br />r ,, <br />13x8- <br />Loading <br />TCLL <br />(psf) <br />25.0 <br />Spacing <br />Plate Grip DOL <br />2-0-0 <br />1.16 <br />CSI <br />TC <br />DEFL in <br />Poe) <br />Wall <br />I Id PLATES GRIP <br />(Roof Snow=,25.0) <br />TCDL <br />Lumber DOL <br />1.i5 <br />BC <br />0.88 <br />0.73 <br />Vert(LL) -0.24 <br />Vert(CT) <br />6-7 <br />>999 <br />360 MT20 1851148 <br />BOLL <br />&.0 <br />0.0 <br />Rep Stress lncr <br />Code <br />YES <br />1MB <br />0:24 <br />-0,46 <br />Horc(C n 0.08 <br />6 77 <br />6 <br />>708 <br />n/a <br />240 <br />n/a <br />SCDL <br />7.0 <br />tRC2015RP120f4 <br />Matrix-S <br />---•a......v..,r , -, — 4.70 <br />LUMBER <br />TOP CHORD 2x4 HF No.2 BRACING <br />BOT CHORD 2x4 HF N0.2 TOP CHORD Structural wood sheathing directly applied. <br />VVE13S 2x4 DF Stud BOT CHORD r1rtstallation <br />ceiiin dire a led or 140 0 � bracin <br />REACTIONS (lb/size) 2=1165/0.5-8, (min. 0.1-16), 6=1080/ Mechanical, (min. 0.1-8) i during tWrok russerectionatStabilizers <br />n accordance rosyStabilizer bracing be <br />Max Horiz 2-78 (LC 10) guide. <br />Max Uplift 2=-118 (LC 10), 6=-lo0 (LC 11) <br />FORCER <br />TOP CHORD (Ib) - Max. Comp./Max. Ten. -All forces 250 {ib) or less except when shown. BOT CHORD 2-3-2186/204, 3-10-1895/164, 4-10=1800/184, 4-11L1826/189; 5.11=1922/170, "--2205/212 <br />2-9-207/1933, 8-9=-57/1288, 7-8=57/1288, 6-7-148/1977 <br />WEBS 4-7a-81/725, 5-7=s48/179, 4-9--76/676, 3.9=-507/171 <br />NOTES <br />1) Wnd: ASCE 7-1o; Veit=llomph (3-3e0ond gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25fQ Cat ii; ExP6; Enclosed; MWFR3 (envelope) extericrzone; cantilever left <br />exposed; end vertical left exposed Lumber DOL=1.60 Plate grip DOL=1.60 <br />2) TCLL: ASCE 7-10; Pf=25.0 Psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct�1.10 <br />3) Unbalanced snow loads have been considered for this design. <br />4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 26.0 psf on overhangs non -concurrent with other live lo <br />5) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live foods. ads. <br />6) AN bearings are assumed to be HF N0:2 . <br />7) Refer to girders) for truss to truss connections. <br />8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint Sand 118 lb uplift at joint 2. <br />9) This truss is designed in accordance with tha2015 International Residential Code sections R502.11.1 and R802.10.2.and referenced standard ANSt/TPI 1. <br />LOAD CASE($) Standard <br />