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BOTTOM OF STRUCT <br />FLOOR ASSEMBLY <br />250S162-33 CUT FLANGE & <br />BEND WEB FOR ATTACHMENT <br />SEE PLAN FOR LOCATION, <br />INSTALL BRACE IN PAIR45 <br />. <br />0 <br />0 <br />° <br />(3) #10 SCREWS <br />10 <br />(E) PLY. SHEATHING <br />362S162-33 BRACING <br />@ 8'-0" O.C, TYP. <br />362S162-33 CFS STUD <br />WALLS @ 24" O.C. <br />CFS CEILING JOISTS <br />PER PLAN <br />GYP. PER ARCH <br />7'-0" MAX. <br />CONT. 362T125-43 CFS <br />BOTT. TRACK w/ #10 SMS <br />EA. SIDE STUD <br />(2)#10 SELF TAPPING <br />CREWS, TYP. <br />(3)#10 SELF TAPPING SCREWS, TYP. <br />(3)#10 SELF TAPPING SCREWS, TYP. <br />1 <br />1 <br />(E) JOISTS WHERE OCCURS <br />(3)#10 SCREWS TO BLK'G <br />(N) 2x BLK'G @ 24" O.C. <br />w/ (4) 16d's NAILS EA. END <br />EXCERPT: HILTI 3.2.6.3 TECHNICAL DATA <br />* F1=322 Ibs <br />- The Shear Loads (1) #10 screw = 177 Ibs <br />--> (3) #10 Screw = 3*177= 531Ibs > 322 Ibs <br />--> OK <br />---> Anchors are adequate against <br />T2 <br />T1 <br />* V1=70 lbs <br />- The Shear Loads (1) #10 screw = 177 Ibs <br />--> (1) #10 Screw = 177 Ibs > 70 Ibs <br />--> OK <br />* V2=70 lbs <br />- The Shear Loads (Hilti X-U 0.157" DIA. <br /> @ 1" embed) = 190# <br />--> (2) Hilti X-U 0.157" = 2*190= 380 Ibs > 70 Ibs <br />--> OK <br />V2 <br />V1 <br />CONNECTION CHECK <br />F1 <br />CFS STUD WALLS <br />WHERE OCCURS <br />CFS CEILING JOISTS <br />PER PLAN <br />CONT. 362T125-33 CFS <br />TRACK w/ #10 SMS EA. SIDE <br />(2)#10 SELF TAPPING <br />CREWS TO EA. STUD <br />AT STUD WALL <br />GYP. PER ARCH. <br />1", TYP. <br />CFS CEILING JOISTS <br />PER PLAN <br />CONC. / CMU WALL <br />WHERE OCCURS <br />CONT.362T125-33 TRACK W/ (2) <br />HILTI X-U 0.157"Ø X 1.0" MIN. <br />EMBED. SHOT PIN @ 12" O.C. <br />W/ WASHER (ESR-2269) <br />AT CONC. WALL <br />(2)#10 CREWS EA. SIDE <br />GYP. PER ARCH. <br />1", TYP. <br />. <br />3 <br />* T2=210 lbs <br />- The Pullout Loads (1) #10 screw = 109 Ibs <br />--> (2) #10 Screw = 2*109= 218Ibs > 210Ibs <br />--> OK <br />* T1=105x2=210 lbs <br />- The lateral Loads (1) #10 screw = 160 Ibs <br />(see next page) <br />--> (3) #10 screw = 3*160= 480 Ibs > 210 Ibs <br />--> OK