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VII.) Neti Uplift Stephens Home , <br /> � <br /> Roof Deadloads: (SBC Appendix A) ; <br /> : :::;:-:;::.......:.. .. ........_. :::......._:_>;:; . .........._..... . . ,::..:....:.......:..:_:: , <br /> �lemen� Descir�ption�:: . .. 'Weight'(ps£j; <br /> Covering Fiberglass Shingles 2.0 <br /> • Sheathing 1/2" CD Plywood 1.6 <br /> Framing Wood Trusses @ 24" o.c. 6.0 ' <br /> � <br /> Ceiling 1/2" Gypsum 2.2 ' <br /> � , <br /> � <br /> Total Roof Load= 11.8 psf � <br /> � <br /> i <br /> � <br /> ,:. <br />� ,; . , <br /> ,�-iexgkit(ft);:I7p�ift:Press�re(p�:� : _ Roo£load<(ps�: 1�Tet LTplift:(ps#). _._.` <br /> . <br />� 0-15 -21.0 11.8 -9.2 � <br />' 15-20 -23.0 11.8 -11.2 � <br /> 20-40 -28.0 11.8 -16.2 , <br /> 40-60 -31.0 11.8 -19.2 <br /> � <br /> VIII.) Hold-down at truss connection: ; <br /> I <br /> Maximum truss length 75 (ft), Assumes Building Width+2 x overhang � <br /> I � <br /> Truss spacing (ft) = 2 ft <br /> � � - � <br /> � .:: ::.......:. ..._ ...:... ....... ..::... _,.. :....:_...;.::<.U....,�..:................. , <br /> �eigl�t::{�}:::o�it:ributii�g::ar±ea::(S�'... . .:Net .::pll:...::�Ps£�:... : ..:*��pl���:.per::�rg.:::(Ibs�:..> <br /> , <br /> I 0-15 150.0 -9.2 -690.0 i <br /> 15-20 150.0 -11.2 -840.0 <br /> I <br /> 20-40 150.0 -16.2 -1215.0 <br /> ii <br /> 40-60 150.0 -19.2 -1440.0 � <br /> � � <br /> ** Specify hold-down accordingly, FS 'built in' to Mfr's tables. ; _ <br /> � <br /> - , <br /> I - , <br /> IJ s talano,P.E. � <br /> jPage 5 5/20/94 <br /> I � <br />� � <br /> I , <br />