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3667 Vermilion Ct N - Structural CodeLINDAU COIViFANIES, INC 1 074 OW 111Gt1WAY 35 hudsor; ■M 54015 FrIN. (715) 336 -44 FAX. (7 1 5) 335- 1.441 STUD REPAIR 3667 11 -14 -2011 DAIL 667 VERMILLION CT. EAGAN, MINNESOTA SO 1 OF 1 d 2 S1 SCALE: NOT TO SCALE TRUCTURAL NOTES: 7. THIS DRAWING COVERS THE STUD REPAIR ONLY. FLOOR PLAN SCALE: NOT TO SCALE 2007 MINNESOTA BUILDING CODE 2006 IRC DESIGN CODE DESIGN LOADS: 40PSF LIVE LOAD 35PSF ROOF SNOW WOOD STUDS SPRUCE PINE FUR STUD GRADE CONSTRUCTION ADHESIVE TITEBOND HEAVY DUITY 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AFFECTED BY THE WORK AND REPORT ANY DISCREPANCIES 70 THE ENGINEER FOR REVIEW AND POSSIBLE RE \ /ISIONS TO THESE DOCUMENTS. S AND METHODS OF CONSTRUCTION INCLUDING SHORING OR ALL 2. GENERAL CONTRACTOR RESPONSIBLE FOP. ALL MEANS FINISHES AND MACHINERY. 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL G Q PERIVIITS IT AND WORK. CHEDULE ALL INSPECTIONS WITH BUILDING OFFICIALS. INSPECTIONS ARE NOT PART OF EN 4. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS TO HA A MINIMUM OF 5 YEARS EXPERIENCE IN ALL AREAS OF WORK THEY WILL BE CONDUCTING OR RESPONSIBLE FOR IN THIS 5. ARCHITECTURAL OR MECHANICAL INFORMATION IS NOT INCLUDED IN THIS DOCUMENT. NT INTERNATIONAL RESIDENTIAL CODE 6. ALL WORK SHALL CONFORM TO THE GENERAL CONSTRUCTION PROVIONS OFT THIS DRAWING , BEING AN INSTRUMENT OF SERVICE, IS AND REMAINS THE PROPERTY OF LINDAU COMPANIES, I. I CERTIFY THAT THIS DIRECT HEREBY A SUPERVISION AND THAT AM A DULY P LICENSED PROFESSIONAL MY ENGINEER UNDER THE LAWS O; THE '•T TE OF MINNESOTA EXISTING 2X4 @ 16" 0.C. WILLIAM H. LINDAU REG. NO. 24781 DETAIL DATE: 11 -14 -201 PROVIDE (2) - 2X4 X 3' -0" EA SIDE OF EXISTING 2X4 DOWN TO BOTTOM SILL. FASTEN TO EXISTING WITH (2) - #6 WOOD SCREWS STAGGERED @ 6" O.C. AND (2) 318" BEADS OF CONSTRUCTION ADHESIVE EXISTING CMU FDN WALL, ANCHOR BOLTS AND PLATE. NOT PART OF ENGINEERS SCOPE OF WORK