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I <br /> � <br /> � o ' ♦ � � <br /> i+ <br /> � � <br /> XI.) Summary: Stephens Home , <br /> � <br /> Desj ribe the follawing: ' <br /> ; � <br /> - 1.) Truss fasteners. � <br /> , <br /> � <br /> ` Uplift per Truss= -840.Q lbs <br /> � <br /> �� ' <br /> Hughes DTG with 13- 8d � 1-112" nail fasteners, ea. truss cannection, (1365 lbs. cap. ea.) ; <br /> i � <br /> ,) <br /> �2.} Hold-Downs at 2nd floor. i <br /> � <br /> " ° I <br /> N/�A ' � <br /> 3.) Hold-Downs at foundation. <br /> i <br /> Vertical rebar tied to footing dowels within filled cells. <br /> ; <br /> I4.) Shearwall element. <br /> Wood Frame: N/A <br /> � Panel Grade Thickness Nail size Edge Spacing <br /> � Masanry : N/A <br /> � Type CMLT Wall thickness Rake Joints? Filled Cell Spacing <br /> f S" nominal 1.25" no At shearwali ends , corners, <br /> � and apenings>6' <br /> � <br /> ( <br /> �� <br /> �.) 4ther: <br /> �i <br /> : ' <br /> ; - _ � <br /> _ <br /> f <br /> _ - , � <br /> � . : Y -. - � _ <br /> �, <br /> ` James talano, .E.1� <br /> � Page 9 " - " -�-S12 /94� <br />