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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 /> 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 /> *52'40"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 = 3 13/16"x 2.8= <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 /> 'M1A)1R[L[I IINIIGI Lumber and Home Works WALL BRACING NOTES <br /> 613 ATLAS AVE MADISON,VII 53714 Phone: (608)244-4777 <br /> THOMAS & SANDRA RUTHERFORD =ateDRAWN Brian K. & <br /> Chris D. <br /> ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND Scale CRAW.'G NUMEER. <br /> CHECKING THEM FOR ACCURACY,THE CONTRACTORS MUST CHECK ALL 1 OF 2 <br /> DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME. <br />