Laserfiche WebLink
F_GENERALOTES: <br /> ckfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate <br /> y others is required until the final floor and slab systems are in place. <br /> 2. Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code compliant swale. <br /> 3. Sill plate sections require at least two anchors with one within 4"to 12" of each end and at all corners and <br /> intersections. Walls less than 24"in length require only one anchor. <br /> 4. Sill plates may overhang the foundation wall a maximum of 1.5" provided all noted clearances are met. <br /> 5. Use of multiple sill plates is not allowed unless specifically noted. <br /> 6. Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R319.3, exception 1. <br /> 7. Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7"embed. <br /> 8. All premanufactured connectors and anchors are to be installed in accordance with their manufacturer's <br /> recommendations. <br /> 9. This packet applies to full height walls less than ten feet in clear height supporting unbalanced fill only. This packet <br /> does not apply to lookout and frost style walls. The details in this packet are not limited by wall length or plan <br /> dimensions. <br /> 10. This packet applies to traditional floor joists, 1-joists, and trusses. All floor members are to bear at least 3.5" on the <br /> sill plate unless noted otherwise. Sill plates are not to overhang wall the face of the wall without further review. <br /> 11. Sill plates may need to be larger than the minimum to meet Energy Code or other requirements. The exact size of <br /> the sill plate is the responsibilty of the contractor. <br /> 12. Alternate anchors may be Simpson MAB, Simpson MASA, USP ST, USP FA3, Simpson FWAZ, or 112" diameter <br /> expansion anchors with 6" minimum embedment, or an equivalent manufactured anchor. <br /> TOP OF WALL ANCHOR SPACING TABLE <br /> Alternative to IRC Table R404.1(2) <br /> SOIL TYPE <br /> CLEAR BACKFILL SAND SANDY CLAY CLAY <br /> HEIGHT(Top HEIGHT <br /> of Slab to Top ABOVE SLAB ANCHOR ALTERNATE ANCHOR ALTERNATE ANCHOR ALTERNATE <br /> of Wall) BOLT ANCHOR* BOLT ANCHOR* BOLT ANCHOR <br /> 7'-6" 72" 48" 72.. <br /> 24" 48" 16" <br /> 72" 72" 48" 72" 32" <br /> 8'-0" or less 6'-6" <br /> 72" <br /> 5'-6"or less 72" <br /> 72" 72" 72" 72" 72.. <br /> 8'-6" 72" 36" 48" 16' 32" 8.. <br /> 9'-0" 7'-6" 72" 64" 72" 32" 56" 16" <br /> " 64" 72" 32" <br /> 72" 72 <br /> 6'-6"or less 72" <br /> 9'-6" 64" 24" 40" 16" 24.. 8" <br /> 10'-0" 8'-6" 72" 40" 56" 24" 40" 16" <br /> T-6"or less 72" 72" <br /> 72" 32" 64" 24.. <br /> * =see note 12 above for alternate anchor options <br /> 1901 E Hennepin Ave,#201 <br /> Oswell Engineering and Consulting, L.L.C. a <br /> Project Name: 2014 BAM Top of Foundation Support Guide <br /> Minneapolis,MN 55413 <br /> Phone: 612-720-4639 <br /> Description: General Notes ` <br /> Fax: 612-886-2966 <br /> Project# 14.007 <br /> www.oswellec.com <br /> Client Name: Builder's Association of Minnesota(BAM) <br /> Page S2 of S6 <br /> 41110MA <br />