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