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OE EB��TE$: <br /> 1. Wall thicknesses noted are nominal unless specifically stated otherwise. <br /> 2. Maximum wall to footing centeriinQ offset is 2". A minimum of 2"of footing is to extend on each side of the wall. <br /> 3. Bar laps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60. <br /> 4. E3end horizontal bars or provide matching hooks around all watl corners and intersections. <br /> 5. Horizontal bars may be placed anywhere within the wall thickness provided 2"minimum cover is provided. <br /> 6. Allowable bar placernent tolerance is 112". Tying is not roquired if tolerancos are met and maintained. <br /> 7. Dowols may be drilled and installed after footing pour unless othe►wise noted. Vertical bars may be embedded <br /> into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels <br /> may be bent down for safety and covering then bent back before wall placement. <br /> 8. Sill plate sactions 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. Sill plates are not to overhang face of wall <br /> without further review. <br /> 9. Anchor bolts 1/2"or larger in diameter do not requira corrosion protection per IRC section R317.3.1 exception 1. <br /> 10. Anchor bolts may be substituted with 1/2"diametar threaded rod epoxy grouted at same spacing with 7"Qmbed. <br /> 11. The presence of form oil on the rainforcing is acceptable for the conditions contained in these drawings. <br /> 12. Slope grade 6"minimum downward away from foundations within first 10 feet or provide Code adequate swale. <br /> 13. Uo not backftll until the concreto has reached at least 70 percent of the 28 day conerete strength. Use of <br /> adequate shoring is required when the final floor and slab systems are not in place and fully anchored. <br /> �OLD WEAjH�R C3UIDELINE3• <br /> The following information is genaral guidelines for the placement of concrete in.cold weather conditions. It is the <br /> contractor's responsibility to ensure proper means and methods are followed and that the final in placQ product is <br /> adequate. <br /> 1. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions <br /> expected. Use of extra cement,early-strength concrQte,and accelerators are recommended at temperatures <br /> below 20 degrees F. <br /> 2. Concrete is to be delivered to the site in a timely manner. <br /> 3. Placement of concrete earlier in the day to tako advantage of latent hoat of sunlight is advised. <br /> 4. Do not add additional watQr. Using water-reducing admixtures is rQcornmended when reyuired. <br /> 5. Forms aro to be free of snow and ice. Do not place concrete in contact with frozen ground,snow,or ice. <br /> 6. Preheating of rebar is not required,however it is to be fres of frost,snow,and ice. <br /> 7. Usa of form blankets or other approved p�otection is highly recommended for the top of the wall at temperatures <br /> below 10 degreQs F and for the whole wall when below zero degrees F. <br /> s7awell Erqina�riny eind Consufting,l..L.C. 19p1 E H�nn�pM Ave.9M201 ,�t• :: 1'' ' .' <br /> Projeot Name: 2015 Standardized Concrete Foundation Drawin s Obllnne�epolla.MN B6413 ,�; `�' <br /> Dascription: �eneY�l Notes Phonr.812-720-4$39 >` -- �' <br /> . . II ■IiNlll YIYYIIIiYIYYiWYW1fY'-`�I�Y.�-....._. ..- �.i."� <br /> Praject iF 1R.100 Fout:912-888•298� �a � 't <br /> . . .. ..... . J � � 4 ; <br /> jr "ti'. <br /> Client Name: M�nor Concrote Construction IitC. W►Ww.osvV�ll�a,canl - <br /> ■w+n�...�.Mrr,rr.r.wwiwurwr.r--ui�:-ri�:+i ,:•; !�:t <br /> Clie��t Adclross: 91225�JOth Ave N MH le�rove MN 55:3G� Pade 52 ot SG ;,`' :- ; ��,,.,.r,•�;j <br /> 1!?QI1.015 <br />