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Page 1: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 2: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 3: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 4: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 5: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 6: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 7: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 8: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 9: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 10: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 11: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 12: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 13: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 14: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 15: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 16: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 17: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 18: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 19: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 20: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 21: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 22: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 23: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 24: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 25: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 26: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 27: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 28: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 29: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 30: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 31: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 32: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 33: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 34: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 35: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 36: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 37: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 38: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 39: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 40: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 41: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 42: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 43: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous
Page 44: KM C364e-20161110084835images3.loopnet.com/d2/0Tys8o1Xoko0biBCS4fHkN41rZwbNJ4p_FrnzcAZfko/document.pdf3000 and 2400 psf are recommended to design conventional spread footings and continuous