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GENERAL NOTES: 1. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring by others is required until the final floor and slab systems are in place. 2. Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code compliant swale. 3. Sill plate sections require at least two anchors with one within 4"to 12" of each end and at all corners and intersections. Walls less than 24" in length require only one anchor. 4. Sill plates may overhang the foundation wall a maximum of 1.5" provided all noted clearances are met. 5. Use of multiple sill plates is not allowed unless specifically noted. 6. Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R319.3, exception 1. 7. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7"embed. 8. All premanufactured connectors and anchors are to be installed in accordance with their manufacturer's recommendations. 9. This packet applies to full height walls less than ten feet in clear height supporting unbalanced fill only. This packet does not apply to lookout and frost style walls. The details in this packet are not limited by wall length or plan dimensions. 10. This packet applies to traditional floor joists, I-joists, and trusses. All floor members are to bear at least 3.5" on the sill plate unless noted otherwise. Sill plates are not to overhang wall the face of the wall without further review. 11. Sill plates may need to be larger than the minimum to meet Energy Code or other requirements. The exact size of the sill plate is the responsibilty of the contractor. 12. Alternate anchors may be Simpson MAB, Simpson MASA, USP ST, USP FA3, Simpson FWAZ, or 1/2"diameter expansion anchors with 6" minimum embedment, or an equivalent manufactured anchor. Alternative to IRC Table R404.1(2) CLEAR SOIL TYPE HEIGHT(Top BACKFILL SAND SANDY CLAY CLAY of Slab to To HEIGHT P ANCHOR ALTERNATE ANCHOR ALTERNATE ANCHOR ALTERNATE of Wall) ABOVE SLAB BOLT ANCHOR* BOLT ANCHOR* BOLT ANCHOR* 7'-6" 72" 48" 72" 24" 48" 16" 8'-0" or less 6'-6" 72" 72" 72" 48" 72" 32" 5'-6"or less 72" 72" 72" 72" 72" 72" 8'-6" 72" 36" 48" 16" 32" 8" 9'-0" 7'-6" 72" 64" 72" 32" 56" 16" 6'-6"or less 72" 72" 72" 64" 72" 32" 9'-6" 64" 24" 40" 16" 24" 8" 10'-0" 8'-6" 72" 40" 56" 24" 40" 16" 7'-6"or less 72" 72" 72" 32" 64" 24" *=see note 12 above for alternate anchor options Oswell Engineering and Consulting, L.L.C. 1/26/2012 L: , ';14. _4. Project Name: 2014 Standardized Top of Foundation Support Drawings Minneapolis, MN 55413 r Description: General Notes Phone: 612-720-4639 ;`+ Project# 13.100 Fax: 612-886-2966 y,, UR- Client Name: Abfalter Brothers Concrete LLC www.oswellec.com i` ' Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S2 of S6 ;a ;< ,, � . 1/1/2014