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<br />**** STRUCTURAL FRAMING INPUT DATA **** <br /> <br />*** Roof Structural Data *** <br /> <br />Member number 1 <br />Jack truss--hip-ended roof <br />Span length out to out of supports = 28 feet <br />Roof cross slope = 4 /12 <br />Truss spacing = 24 inches <br />Overhang = 1.33 feet <br /> <br />*** Wall Structural Data *** <br /> <br />Spacing of tie columns = 96 inches <br />Depth of tie beam = 8 inches <br />Tie column number 1 is 8 feet high to top of tie beam <br /> <br />Data entry by: marvin <br /> <br />Date: 10/13/97 <br /> <br />/-~ <br />, ../ <br /> <br />Project name: 1120cun108 <br />Location : zephyrhills <br /> <br />------------------------------------------------------------------------------- <br /> <br />RES IDE N T I A L WIN D DES I G NAN DAN A L Y S I S <br />Second edition, revised 1996 <br />A product of EDA Software, Inc. <br />Based on the Standard Building Code, 1994 edition <br /> <br />------------------------------------------------------------------------------- <br /> <br />**** GENERAL INPUT DATA **** <br /> <br />Permanent construction <br />Simple rectangular building <br /> <br />:----------------------------------------: - - - <br /> <br />: Bearing wall at roof level : <br />I I <br />I I <br />I I <br />I I <br />:<---Plan outline : <br />: of residence : <br />I ----Rirlop----: Width <br />