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"SECOND 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 /> *24'-6"x 31'-2"Rectangle <br /> *Front Wall-By Engineer <br /> *Rear Wall <br /> Wall Length-24-6",2x6-11'-0 3/4"High Wall, Perpendicular <br /> Wall Length 31'-2",Roof Less Than 10'-0"High,40'Wall = <br /> 6.0',30'Wall =5.0',6.0'-5.0'/10 = 13/16"x1.17= 13/8" <br /> + 5.0' = 5-1 3/8"Bracing,x 1.3(Wind Exposure"C")x 1.05 <br /> (11'High Wall)x 1.0(Interior Wall Surface) =6'-11 3/4" <br /> Required Bracing <br /> *Left Wall <br /> Wall Length-31'-2",2x6-4'-10°High Wall,Perpendicular <br /> Wall Length 24-6", Roof Less Than 15-0"High,30'Wall =- <br /> 6.5',20'Wall =4.6',6.5'-4.6'/10= 2 1/4"x 4.5 = 10 1/4"6.5',20'Wall =4.6',6.5'-4.6'/10= 21/4"x4.5 = 101/4" <br /> + 4.6' =5-5 7/16"Bracing,x 1.3 (Wind Exposure"C")x.75 <br /> (5'High Wall) x 1.0(Interior Wall Surface) =5'-3 13/16" <br /> Required Bracing <br /> *Right Wall <br /> Wall Length-31'-2",2x6-4'-10"High Wall,Perpendicular <br /> Wall Length 24'-6",Roof Less Than 15-0"High,30'Wall= <br /> 6.5',20'Wall = 4.6',6.5'-4.6'/10 =2 1/4"x 4.5 = 10 1/4" <br /> +4.6' =5-5 7/16"Bracing,x 1.3(Wind Exposure"C")x.75 <br /> (5'High Wall) x 1.0(Interior Wall Surface) =5'-3 13/16" <br /> Required Bracing <br /> ROXBURY, WI <br /> SECOND FLOOR <br /> iM A RILL I INI G Lumber and Home Works WALL BRACING NOTES <br /> 613 ATLAS AVE MADISON WI 53714 Phone: (608)244-4777 <br /> Date DRAWN Brian K. & <br /> THOMAS & SANDRA RUTHERFORD 03-30-21 BY Chris K. <br /> AL-HOUGH EVERY EFFORT HAS BEEN MACE IN PREPARING THESE PLANS AND Scale CRAWAG til.V,ccR ^ <br /> CHECKING THEM FOR ACCURACY,THE CONTRACTORS MUST CHECK ALL /L O F L <br /> DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME <br />