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W.T. (MaC)IIAc�Ceils. P.E. <br /> 6600 75'h AverK.ie Mortfi,BroaMyn Patk,MN 55�26 <br /> (76�3�}56474d6 <br /> 4STRUCTYJRA�L SPECIFICATIONS <br /> SK2369-1,8/6J04, Shett 1 of 4 <br /> Fowidation Design,Kaveney Reside�ce, 1444 Baldur Park Road,Orono,MN.WTM Job2369. <br /> Concrete,comply with AC[318-99(Str+uctural Concrete Building Caiie) <br /> f�'for various uses shall be as foltows: <br /> • �,g= 4.00b psi <br /> • slabs=4,000 psi.5-6%sir entrained <br /> • 5-b°iG air entrained,all exposed exterior co�tcteta <br /> • remf�cing sbeef=ASTM A615,Grade 60. Hook al!slab steel into beams. Be�d wall steel <br /> around all corners. Watl & Beam reinforcirag ta be continuaus over piles. Alt laps to be 3 <br /> t'eet minimum.Bend beam stoel arotmd corners. <br /> + in winter,concrete will be heated&protected,ineluding masonry <br /> • in summer,conere�e will be cooled aad or shaded as reQuired <br /> • fZY�sh,water reduc�rs.icoetarders,ftbars a�d air entrainment a�e pernutted <br /> • ealoium d�bride wifl not be used under any circumstances <br /> • wster sh,all be added at jobsite o�[y by ready mix driver and duly raicd <br /> � ooncrete will be property cur+ed by wntinuous moisture,metnbrane dr form eet�tion <br /> • The beam pour may be stopped at d�e botbom of the siab pcoviding the stir�vps are exie�ded <br /> into the slab as showc�and the stirrups are free of old concrete. <br /> At tha finish af tho 1�' pour, brush away the top to provide a rough, laitance free surface. <br /> Prior to starting the second pour,dwroughly wet the tap surface, but do nat leave stau►ding <br /> water. tf the surface is quite raugh, it would be better to brush ir� a c.oat of neat cement <br /> (water and cement sturry,no sand)immediately pri4r 10 pouring. <br /> • Any preliminary ledger footing mUst bave piies in line prior to casting to ensure embedrt�t <br /> within the supported wail <br /> Soil-allowable foundation ioed by pressu�+e gage, Pile Hydra.ulic Motor.Piles to be 12% Ton allowable <br /> aapaciiy unless rated othenvise. All piles to be anchored to pile eap with shaft embedment of 6 inches <br /> minimum and b�bending a No.4 x b foot reinforc:iag b�througfi the shaft bott hole,bvm a oew hole ar <br /> by divlding i� wetding the bar to the sl�afk Copy af pite logs to be furnished to e�gineer. Special <br /> inspection not reqnired for pile cap as desig� stresses are 1ow enough. Periodic inspections wiit be <br /> adequate for reinforcing.Test cytirders w be made for each day's concxeting&sent to a te.,ting lab for <br /> testing. <br /> Codes,!BC=2000, Minn,SBC-2003. <br /> Loads: Live loads�40 psf&50 psf,gnra�e. <br /> Dead loeds=Actual <br /> Snow bad=50 psf grvurxi snow load <br /> Wind�90 mph,exposure B <br /> Any sUructural qetestions,please call Mac McCalts,P.E.(763)560-7446. <br /> I iprckry cr+tify tMrt thia pluu.spo�ifecatio^or�rpart <br /> vras pcepuad by ase or mider mr diroet supwision <br /> a��d that 1 a�a a duly I.ica�scd t"rofi�simal Enginar <br /> uader tAa lnws of tlK 34�oP Min�. <br /> W.T.McCaNe �.�� <br /> [�atc i�hation No.10540 <br /> Strrrctura/Garauttant <br /> Bridyes•SWctwal Cancrrt�e•Expert restimony <br /> Z•d 9b4L-095-E9L QtIQ��W �eW d��=60 4a LT 9nd <br />