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ST�UGTUi��L NOT�S <br /> MATERIAL STREN6TH5 <br /> RelnForcing 5teel Deformed Bars - ASTM A615, Gr. 60, Fy = 60 ksi <br /> Goncrete F 'c = compressive strenc�th In 28 days = 3,00o p5i • <br /> Masonry Goncrete Masonry Units - ASTM G90 f 'm = 2,000 p51 unless noted <br /> Structural Lumber All dimenslonal lumber #2 Spruce Pine Fir (SPF) or ecival <br /> Lamfnated �/eneer Lumber (LVL) E = I,q00,o00 ps► Fb = 2600 ps� <br /> Treated lumber #2 Southern Pine or ec�ual <br /> D�51�N LOADS <br /> Roof Snow load 35 psf <br /> Floors Llve load 40 psf <br /> Wind q0 mph (3 second gust) Exposure B, I = I.O <br /> G=NERAL SOIL NOTES <br /> The structure has been des(gned using a presumptive load-bearing value of 2000 psf in <br /> accordance with Table R401,4.1 of the 2006 IRG on virc�in soil or compacted granular Ffll for <br /> Footings. Remove alt top 5011, uncompacted flll, or other poor soil from the construction area. <br /> FOOTINGS AND FOUNDATIONS <br /> Use caution when operating ec�uipment ad�acent to Poundatlon walls. Footings shall be formed <br /> and poured on virgin soll or �ompacted granular fill. Place wall footing reinfor�ement 3" clear <br /> of bottom and sides. Provide 30 bar diameter lap at splices and full crossing lap at corners <br /> and fntersections. 5et footing relnforcing on �hafrs or masonry brick to maintaln 3" ciearance <br /> from bottom of footinc�, tie relnforcing in place. Gast dowels In footing for foundation walls <br /> above. Shore foundation wall5 before backfllling and compact�on. Foundatlons support�ng wood <br /> shall extend at least 6" above the ad�acent finfshed grade. C�lue and nail to �oists and <br /> s�bFloor. Attach floor�o15t5 and perpendicvlar blocking to the sill plate w�th Framing angles. <br /> Mattson Macdonald Youn I HEREBY GERTIFY THAT TH15 PLAN WA5 <br /> g PREPARED BY ME OR UNDER MY DIREGT <br /> structural engineers SUPERVISION AND THAT I AM A DULY <br /> LI ED PR E5510NAL ENGINEER UNDER <br /> TH L S O HE STATE OF MINNESOTA. <br /> Bassett Creek Buslness Center • <br /> 901 North 3rd Street,Suite 100 <br /> Minneapoiis,MN 55401 JOE A N <br /> 612-827-7825 voice <br /> 612-827-0805 fax DAT • �/I/201I �G N�: 401 IG <br /> I 205 D(GK�N50�1 ST Pro�. No. 11364 <br /> Ofi���l0, 1�11 NN�50T,� Date ����►� � <br /> HOUS� �DD I T I O�l Drawn By JG <br />