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�. . <br /> �... <br /> Certificate of Desian <br /> THIS CERTIFICATE IS TO CONFIRM THAT ALL COMPONENTS OF THE STEEL <br /> BUILDING SYSTEM DESCRIBED BELOW,TO BE SUPPLIED BY HCI STEEL <br /> BJILDING SYSTEMS,INC.HAVE BEEN OR WILL BE DESIGNED IN <br /> ACCORDANCE WITH THE FOLLOWING STANDARDS TO CARRY THE LOADS <br /> AND DESIGN CRITERIA AS SPECIFIED IN THE ORDER DOCUMENTS. <br /> '!. DESCRIPTIQN: <br /> HCI Job No.: 1440 Project Name: Anderson Trust <br /> Custo:ner's Name/Addr: Apple Builders, Inc-18705 67"'Ave NE; Arlington, WA <br /> Building Type and Size:40'x60'X16'; Site Location: Everett, WA <br /> 2. DESIGN STANDARDS: <br /> AISC Manua(ojStee!Construction: 9 th edition. <br /> AISI Cold Formed Steel Dcsign Manual: 1986 edition. <br /> AWS D1.1 Structura! WeldingCode-Steel: 1994 editio�:. <br /> D13 Structural R'elding Code-Sheet Steel: 1994 edition. <br /> MBMA"Low Rise Building Systems ManuaP': 1986 edition. <br /> ASTN["Stan�'�rcfs in Building Codes":_1995 edition. , �J��«� � <br /> 3. LOADS: <br /> � <br /> Applicable Building Code(s): 1994 UBC-Occupancy Category 4 , <br /> � <br /> _ (a) Dead Load-Actual Maten.al Weight <br /> (b) Roof Snow Load- 25 PSF <br /> (c) Wind Load- Wind Speed 80 bfPH @ Exposure" B `; Enctosed�i <br /> (d) Seismic Load- Seismic Zone " 3 " �n <br /> 4. CERTIFICATION IIY ENGINEER: <br /> I Kim Gwo , a licensed Engineer in the State of Washin 'on certify that I have <br /> reviewed the design criteria for the Steel Building System described above and I assure . <br /> all components have been or will si to meet these criteria as specified in the <br /> "ORDER DOCUM T ' <br /> Signaturc , Date�'�2� <br /> , _ . <br />