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. <br /> C-"_-_:� <br /> -- C=� <br /> �----N'�—�' W.T. (Mac) McC�lla, P.F_. <br /> 6600 '5',:�Avenue North, Brooklvn Park, fv1N 55C2E <br /> i763j 560-7446 <br /> S"TRi7CTURAL SPEC[FICATiQNS SI�2771-1, Sheet 1 of 5 <br /> Foundation Design, Mikkeiso�a Reside��ce, 1436 Baldur Park Road, Orono, i'VIN. Vv'T���1 Job 277i. <br /> Concrete, comply with AC1 318-94 (Structural Concrete Building Code) <br /> f�' for various uses shall be as follows: <br /> • Beams = 4 U00 psi <br /> • slabs –4,()00 �si, 5-6% air entrained <br /> • 5-6% air enirained, all expased exterior concrete. <br /> + reinforcinb steel = ASTM A615, Grade 6Q. Hook all s(ab steel into beams. Bend bearn stee] <br /> acound all corners. Beam reii�forcing to be continuous over piles. Ali laps to be 3 feet <br /> minimum. Bend slab steel into exterior beams. Slab steel to be continuous over interior <br /> beams. Beams buttin� into other beams to have steel lapped iz�to adjoining beam. <br /> • in wizlter, concrete will be heated & protected, including masonry <br /> • in sum�ner, conerete will be cooled and or slladec! as required <br /> • fly ash, water reducers, retarders, fibers and air entrainment are permitted <br /> • calciui� chloride wiil not be used under any circumstances <br /> • water shall be added at jobsite only by ready mix driver al�d duly noted <br /> � concrete will be properly cured by conTinuot�s moistuze,membrane or form retention <br /> • The �eam pour may be stopped at the bottom of the slab providing the stirri�ps are extended <br /> into the siab as shown and the stirrups are free of old conccete. <br /> At the finish of the 1'' pour, brush away the top to provide a rou�h, laitance free surface. <br /> Prior to starting the second pour, tllorou�hly wet the top surface, but do not leave standin� <br /> wate�•. If the surface is yuite rougli, it �vould be better to brush in a coat of neat cement <br /> (water and cen�ent slurry, no sand) immediately prioi•to placi��g concrete. <br /> • Any p�-eliminary ledaer footi��g must have pites in fine �rior to castizag to ensure embedment <br /> within the supported wall <br /> Soil-allowable foundation load by pressure gage, Pile H}�draulic Motor. Piles to be 18.5 Ton allawable <br /> capacity unless notec! otherwise. AI1 piles to be anchored to pile cap �vitll shaft embedment of b inches <br /> minimum and by beyldin� a No. 4 Y 6 foot rei�iforcing bar throu�h the sl�aft bolt Iaole, �urn a new hole or <br /> by grout filiin�the pite shaft and embeddinb the bars. All piles are to be grout tilled. Copy of pile loes to <br /> be funlished to engineer. Special inspection not required for pile cap as design stresses are ]ow enoiigh. <br /> Periodic ins�ectiorts will be adequate foi• reinforcing. Test cylinders to be made for each clay's <br /> concreting& sent to a testin,� lab for testin�. <br /> Codes, IBC-2Q00,Minn. SBC-2003. <br /> Loads: Live [oads =40 psf& 5Q psf, garage. <br /> llead loads = Actual <br /> Snow load = 50 psf`�rou��d snow load <br /> Wind = 90 mph, exposure B <br /> I herebv ccrtily'thal tliis pkan,spccilicalion or rcpurt <br /> was prepared by me or under mV direct supen•ision <br /> and tha[1 artt a duly Liccnscd 1'rolcsyiona!l;n:;in�.;a <br /> vnder Ihc la����uf thc S�atc of\4inncsota. <br /> W_�f.McCalla <br /> 1L/-_-T�.� �2� '��z��' <br /> Datc` `J Q� Rc�c7tratic,n n:u. ;0�4n <br /> � — ----_ _ <br /> Any struchiral questioils, p)ease call Mac McCalla, P.E. {"763)�60-7446. <br /> Siructural Cpnsu/tani <br /> 6rrdges • Structural ConcretF; • Exper: lesi;mony <br />