Laserfiche WebLink
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 inte�sections. 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 do�s 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 may overhang the face of the wall provided the <br /> overhang is not loaded vertically and all anchor bolUconnection tolerances are met. <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 TABI.E <br /> Alternative to MN Code Table R404.1(1) <br /> CLEAR BACKFI�L 301L TYPE <br /> HEI(3HT(Top H�IGHT SAND SANDY CLAY CLAY <br /> of3labtoTop A�OVE ANCHOR ALTERNATE ANCHOR ALTERNATE ANCHOR ALTERNATE <br /> �Wa��) SLAB 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•• �2•• 64•• �2" 32" 56„ �6,� <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 �bove for alternate anchor options <br /> Oswell Engineering�d Consulting,L.L.C. 1901 E Hennepin Ave,#201 <br /> Project Name: 2018 Standardized Top of Foundation Support Drawings Minneapolis.MN 55418 <br /> Description: Gen�ral Notes Phone:612-720-4858 <br /> Project# 17.1 b0 Fax:812-886-2966 � <br /> .° �< <br /> Client Name: Abf�lter Brothers Concrete LLC www.oswellec.com ' <br /> Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S2 of S6 <br /> 1/1/2018 <br />