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, <br /> . � <br /> � W.T. (Mac) McCalla. P.E. <br /> 6600 75�/�Avenue North, Brooklyn Park, MN 55428 <br /> (763) 560-7446 <br /> STRUCTYJRAL SPECIFICATIONS <br /> SK2523-1 Sheet 1 of 2 <br /> For: Thad Steele Residence, 4050 Bayside Road, Orono, Minnesala. WTM JoU No. 2526_ <br /> Concrete, eomply wittt ACl 318-99 (Structural Concrete Building Code) <br /> f�' for various uses shall be as follows: <br /> • Slabs=4,000 psi <br /> • footings= 3,000 psi design <br /> • 5-6% air entrained, al�exppsed exterior concrete <br /> • corc fi11 =2,500 psi <br /> • mortar=2,500 psi. Use only type S mortar cement in mortar. <br /> • concrete masonry units, fm' = 1,500 psi <br /> • all masonry courses sha11 be running hond <br /> • control joints as shown on plan,or 12 ft. maximum fur slabs;25 ft. inax. for masonry. <br /> � reinforcing steel = ASTM A615, Grade 60. Bend wall & footing reinforcing around <br /> all corners. All laps to be 3 feet minimum unless noted otherwise_ <br /> • in winter,coz�crete will be heated& proteeted, including masonry <br /> • in summer, concrete will be cooled and or shaded as required <br /> • fly ash, water reducers, retarders, and air entrainmenl are perinitted <br /> . calcium chloride will not be used under any circumstances <br /> • water shall he added at jobsite only by ready mix driver and duly noted <br /> • conczete will be properly cured by continuous mois�ure, membra�ie or form retention <br /> Floor tnasses to be top bearing, top chord to be fastened to 2x10 plate with clip angles, not toe <br /> nailed_ First 2 spaces of floor tntsses parallel to wall to have solid blocking at middle and 1/4 <br /> points. Do not back�ll until garage slab and 1S� floor are in placc_ <br /> Soil-allowable foundation pressure 1,500 psi by IBC table 18042_ Special inspection not <br /> requized for footin�s as d�sigx� stresses are low enough. Periodic inspec:�ions will be adequate for <br /> reinforcin�. Test cylinders to be rnade for each day's concreting & sent to a testing lab for <br /> testing. <br /> Codes, IBC-2000, Minn. SBC-2003 <br /> Loads: Live loads= 40 psf <br /> Dead loads = actual <br /> Snow load= 50 psf ground snow load <br /> Wind—90 mph, exposure B <br /> Soi1=50 psf equivalent fluid pressure <br /> l h�7cby ccRify that this plan,spccification or repori <br /> was preparcd by mc or undcr my direct supervicion <br /> and that 1 am a duly Licensed Professional Engineer <br /> undcr thc laws of lhc Sfalc of Minnu�;olx. <br /> W_T McCalla <br /> � <br /> Date �RegistrationNo. ]0540 <br /> Any structural questions,please call Mac MeCalla, Structural Engineer('763)560-7446. <br /> Structural Consultant <br /> Bridges •Structura/Conc�ete•Expert Testimony <br /> Z 'd 9�bL-09S-E9L QIi���W �QW d00 =L� SO 90 FeW <br /> a�aaas pe��wo�� �09ZL8bLS6l �1W�J)£0'95£6 60-SO-SOOZ bbo£a6ed a�/��:ol <br />