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Reid iddleton <br />728134th Sheet SW • &ft 200 <br />Everett WashiNton 98204 <br />Ph: 425 7413aW <br />Fax: 425741J900 <br />CODES AND REFERENCES <br />Dent Dykeman Archkecte Shod Of <br />Project First Presbyterian Church of Everett Des5n by ADF <br />Sanctuary (1910 Bldg) Reroof DMe 4115111 <br />Structural Design Criteria Chedied by <br />Project No, 2"8-W Dale <br />General <br />• 2009 International Building Code <br />• ASCE 7-02 Minimum Design Loads for Buildings and Other Struct•ues <br />• ASCE 4-06 Seismic Rehabilitation of Existing Buildings <br />Steel <br />• AISC Manual of Steel Constuction, Thirteenth Edition (2005) <br />• AWS DLL-2010 Structural Welding Code— Steel <br />Wood <br />• ANSI/AF&PA National Design Standard for Wood.Construction (2005) <br />MATERIAL PROPERTIES <br />Wood <br />Sawn Lumber <br />Engineered Lumber <br />Structural Steel <br />Welding Electrodes <br />Deformed Anchor Bars <br />Through Bolts <br />SEISMIC LOADS <br />Douglas -Fir, Grade #2 or Better <br />iL,cvel Parallel Strand Lumber per ICC-ES ESR 1387 <br />E70XX <br />ASTM A706, fy = 60 ksi <br />ASTM F1554, Grade 55 <br />Short -period acceleration (2% in 50 years) <br />Long -period acceleration (2% in 50 years) <br />Short -period acceleration (10% in 50 years) <br />Long-penod acceleration (10% in 50 years) <br />Lateral Resisting System <br />Analysis Procedure <br />Site Class <br />Ss2 = 1.173g <br />S 12 = 0.412g <br />Sst = 0.639g <br />S11= 0.214g <br />"Other" (Unreinforced Masonry Bearing Walls) <br />.Linear Procedure <br />D (ASCE 41-06 Section 1.6.1.4.2) <br />