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GENERAL NOTES: <br /> 1. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of <br /> adequate 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 <br /> swale. <br /> 3. Sill plate sections require at least two anchors with one within 4"to 12" of each end and at all corners <br /> and intersections. Walls less than 24" in length require only one anchor. <br /> 4• Use of multiple sill plates is not allowed unless specifically noted. <br /> 5. Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R317.3.1, <br /> exception 1. <br /> 6. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7" <br /> embed. <br /> 7. All premanufactured connectors and anchors are to be installed in accordance with their manufacturer's <br /> recommendations. <br /> 8. This packet applies to full height walls less than ten feet in clear height supporting unbalanced fill only. <br /> This packet does not apply to lookout and frost style walls. The details in this packet are not limited by <br /> wall length or plan dimensions. <br /> 9. This packet applies to traditional floor joists, I joists,and trusses. All floor members are to bear at least <br /> 3.5" on the sill plate unless noted otherwise. Sill plates are not to overhang the face of the wall without <br /> further review. <br /> 10. Sill plates may need to be larger than the minimum to meet Energy Code or other requirements. The <br /> exact size of the sill plate is the responsibilty of the contractor. <br /> 11. Alternate anchors may be Simpson MAB, Simpson MASA, USP ST, USP FA3, Simpson FWAZ, or 1/2" <br /> diameter expansion anchors with 6" minimum embedment,or an equivalent manufactured anchor. <br /> TOP OF WALL ANCHOR SPACING TABLE <br /> Alternative to MN Code Table R404.1(1) <br /> CLEAR BACKFILL SOIL TYPE <br /> HEIGHT(Top HEIGHT SAND SANDY CLAY CLAY <br /> of Slab to Top ABOVE ANCHOR ALTERNATE ANCHOR ALTERNATE ANCHOR ALTERNATE <br /> of Wall) gLqB 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"or less 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"or less 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 11 above for alternate anchor o tions <br /> Oswell Enginee�ing and Consulting, L.L.C. 1901 E Hennepin Ave,#201 '• =*�`" -_ . <br /> Project Name: 20'15 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 -� <br /> Description: General Notes Phone:612-720-4639 <br /> Project# 14.100 Fax:612-88&2966 � ' <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 /> 1/24/2015 <br />