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"FIRST FLOOR" WALL BRACING NOTES: <br /> -Continuous Sheathing-Wood Structural Panels(CS-WSP) <br /> Minimum Bracing Thickness-3/8"For A Max.Of 16"o/c Stud <br /> • <br /> Spacing&7/16"For A Max.Of 24"o/c Stud Spacing w/ <br /> Continuous Wall Sheathing-Fasteners:6d Common Nail Or <br /> 8d Box Nail(2 3/8"Long x 0.113"Diam.)Or 7/16"Or 1/2"Crown <br /> 16 Gauge Staples,1 1/4"Long.6"o/c On All Edges&12"o/c <br /> Field(Nails).3"o/c On All Edges&6"o/c Field(Staples). <br /> -All Vertical Joints Of Braced Wall Panels Shall Occur Over <br /> Common Stud.Horizontal Joints Shall Be Backed w/1 1/2" <br /> Thick Blocking. <br /> -The Interior Side Of All Exterior Walls Shall Be Sheathed w/Min. <br /> 1/2"Gypsum Wall Board Unless Otherwise Permitted.All Edges <br /> Of Panel Type Wall Bracing Shall Be Attached To Framing Or <br /> Blocking. <br /> -Each Braced Panel May Contain No More Than One Hole, <br /> Having A Maximum Dimension Of No More Than 10%Of The <br /> Least Dimension Of The Panel&Confined To The Middle 3/4 <br /> Of The Panel. <br /> *52'-10"x 65-8"Rectangle <br /> *Front Wall-By Engineer <br /> *Rear Wall <br /> Wall Length-52'-10",2x6-11'-3 3/8"High Wall,Perpendicular <br /> Wall Length 65'-8",Roof Less Than 20'-0"High,70'Wall= <br /> 25.8',60'Wall=22.1',25.8'-22 1'/10=4 7/16"x 5.7= <br /> 2'-1 5/16"+ 22.1'=24-2 1/2"Bracing,x 1.3(Wind Exposure"C") <br /> x 1.05(11'High Wall)x 1.0(Interior Wall Surface) =33'-0 9/16" <br /> Required Bracing <br /> *Left Wall <br /> Wall Length-65-8",2x6-11'-3 3/8"High Wall,Perpendicular <br /> Wall Length 52'-10",Roof Less Than 20'-0"High,60'Wall = <br /> 22.1',50'Wall =18.9',22.1'-18.9'/10=313/16"x2.8= <br /> 10 11/16"+ 18.9'= 19'-9 1/2"Bracing,x 1.3(Wind Exposure"C") <br /> x 1.05(11'High Wall)x 1.0(Interior Wall Surface) =27-0 1/8" <br /> Required Bracing <br /> *Left Wall <br /> Wall Length-65'-8",2x6-11'-3 3/8"High Wall,Perpendicular <br /> Wall Length 52'-10",Roof Less Than 20'-0"High,60'Wall= <br /> 22.1',50'Wall= 18.9',22.1'-18.9'/10=313/16"x2.8= <br /> 10 11/16"+ 18.9'= 19'-9 1/2"Bracing,x 1.3(Wind Exposure"C") <br /> x 1.05(11'High Wall)x 1.0(Interior Wall Surface) =27-0 1/8" <br /> Required Bracing <br /> ROXBURY, WI <br /> FIRST FLOOR <br /> '.M®®LLFEN IGI Lumber and Home Works WALL BRACING NOTES <br /> 613 ATLAS AVE MADISON,WI 53714 Phone: (608)244-4777 <br /> THOMAS & SANDRA RUTHERFORD Dale <br /> e03-30-21 DRAWN Brian K. & <br /> Chris D. <br /> ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND Scale. DRAWING NUMBER. <br /> CHECKING THEM FOR ACCURACY,THE CONTRACTORS MUST CHECK ALL O F <br /> DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME. <br />