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Project <br /> Job# <br /> HAWN <br /> ENGINEERING BY' e--Oete <br /> Da <br /> •Sheet - of <br /> STRUCTURAL DESIGN CRITERIA ( CONT' D ) . <br /> b. WIND - METHOD 2 l PROJECTED AREA METHOD I <br /> BASIC WIND SPEED =5 MPH, qs= 1 4, > EXPOSURE L 1= �' V <br /> PRIMARY FRAMES 8 SYSTEMS ELEMENTS 8 COMPONENTS <br /> VERT.. AREA HORIZ. AREA WALL ELEM ROOF ELEM <br /> ) <br /> Cq= . � Cq= Cq=_ Cq= <br /> HEIGHT Ce P=Ce Cq qs I <br /> 0 - 15 <br /> 15 - 20 / 3 IF'. 5k l ? x1, 15 • 21 3 n� <br /> 20 - 25 <br /> 25 - 30 <br /> 30 - 40 <br /> 40 - 60 <br /> 7. FOUNDATIONS <br /> a. GEOTECHNICAL ENGINEER: <br /> b. REPORT N0./DATE: <br /> c. FOUNDATION BEARING MATERIAI - <br /> d. ACTIVE PRESSURES <br /> - CANTILEVER RETAINING WALLS: psf/ft OF DEPTH. <br /> BASEMENT WALLS: <br /> DRAINAGE REQUIREMENTS: <br /> e. 5PREAD FOOTINGS <br /> ALLOWABLE BEARING PRESSURES: <br /> DL = .DL + LL = OD .DL + LL + LATERAL <br /> ALLOWABLE PASSIVE PRESSURE = psf/ft OF DEPTH BELOW <br /> ALLOWABLE SLIDING FRICTION COEFFICIENT = <br /> WHEN COMBINED WITH PASSIVE PRESSURE <br /> 1012 Eleventh Street, Suite 200 <br /> Modesto,California 95354 <br /> TEL 2091524-1855 <br /> FAX 209,524.5811 <br />