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SCOPE <br /> DESIGN AND DETAIL OF STEEL BRACE SYSTEM FOR THE REPAIR OF THE RESIDENTIAL CMU FOUNDATION <br /> WALLS AT THE SINGLE FAMILY ADDRESS NOTED. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH <br /> STANDARD INDUSTRY PRACTICE AND THE REQUIREMENTS OF THE CODE. <br /> NOTES <br /> 1. THIS DOCUMENT APPLIES TO STRUCTURAL REQUIREMENTS OF THE INADEQUATE FOUNDATION WALL <br /> ONLY. REFER TO HOME PLAN DRAWINGS ALL OTHER INFORMATION. <br /> 2, DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & FRAMEWALL INSULATION, AS WELL AS THEIR <br /> INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE. <br /> 3. INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12"OF <br /> EACH END. <br /> 4, THIS DESIGN CONSTITUTES A COMPONENT REVIEW ONLY. NO OTHER ENGINEERING WAS PERFORMED FOR <br /> THIS PROJECT. A SITE VISIT BY NICK HANSON, PE WAS CONCUCTED ON 5-28-13 TO REVIEW THE EXISTING <br /> CONDTION OF THE EXPOSED FOUNDATION WALL. <br /> 5. ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR <br /> 6. BOLTS ARE TO HAVE A MINIMUM WOOD EDGE DISTANCE OF 1 %2"AND A MINIMUM SPACING OF 3". <br /> 7. HILTI KWIK BOLTS ARE TO HAVE A MINIMUM SPACING OF 4"AND BE A MINIMUM OF 3" FROM THE <br /> INSIDE FACE OF THE WALL. <br /> MATERIALS CODES <br /> WOOD: SPRUCE PINE-FIR#2 OR GREATER 2007 MINNESOTA STATE BUILDING CODE <br /> STEEL: S-SHAPES:ASTM A36 (Fy=36 KSI) w/AMENDED 2006 IRC <br /> STEEL: MISC:ASTM A36(Fy=36 KSI) <br /> MISC: ASTM A307 <br /> BACKFILL: SAND (GROUP I) <br /> ?/eq=30 PCF/FT (ACTIVE) TRUSSES BY SUPPLIER <br /> (18) 0.131"f�x 3" NAILS <br /> THRU SHEATHING TO BLOCKING <br /> O <br /> O <br /> LVL BLOCKING IN FIRST,SECOND, & <br /> THIRD TRUSS SPACES�a STEEL <br /> BRACING LOCATIONS <br /> FASTEN BRACE TO BLOCKING SIMILAR <br /> AS SHOWN ON 1/S3 <br /> `� � PfOJBCt: I hereby certity that this plan,specification or report was prepared by Date f�QV <br /> �r t Foundation Wall Bracing me or under my direct supervision and that I am a duly Licensed <br /> �'` °� '���s Professional Engineer under the laws ot the State of Minnesota. <br /> 2794 Casco Point Rd Date: 6-1-13 �icenseNumber: 46665 <br /> Orono, MN <br /> Client: s�g�ed: ' <br /> Danberry Building Corp P���tName: Nick Hanson <br /> 3ao� K�ime��a�e Nom, Pro ect Number: 3.082 /� ^ <br /> s��te4 5413 Manitou Road 1 <br /> aiymo�m,Mn,ssaairei Tonka Ba MN 55331 Drawing Date: June 1,2013 `G <br /> siz-�os-ss�z y� Sheet: 2 of 3 V <br /> www.hansongroupm n.com <br /> �O COPYRIGHT HANSON GROUP LLC 2013 <br />