Laserfiche WebLink
► <br /> � <br /> GENERAL NOTES: <br /> 1. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate <br /> shoring by 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 /> �� 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, I-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 1/2" 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 /> CLEAR gACKFILL SOIL TYPE <br /> HEIGHT(Top HEIGHT SAND SANDY CLAY CLAY <br /> of Siab 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" 24" 48" 16" <br /> 8'-0" or less 6'-6" 72" 72" 72" 48" 72" 32" <br /> 5'-6"orless 72" 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 /> 6'-6"orless 72" 72" 72" 64" 72" 32" <br /> 9'-6" 64" 24" 40" 16" 24" 8" <br /> 10'-0" 8'-6" 72" 40" 56" 24" 40" 16" <br /> 7'-6"or less 72" 72" 72" 32" 64" 24" <br /> = see note 12 above for alternate anchor options <br /> � ., > <br /> Oswell Engineering and Consulting, L.L.C. 1/26/2012 ���_ �m°� ��.��P� <br /> Project Name: 2014 Standardized Top of Foundation Support Drawings Minneapolis, MN 55413 ��, "�` <br /> Description: General Notes Phone: 612-720-4639 �'" <br /> Project# 13.100 Fax: 612-886-2966 '° <br /> w� <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com <br /> Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S2 of S6 ` �' ` � <br /> � �: <br /> 1/1/2014 <br />