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<br />FASTENERS <br /> <br />SECTION 9 <br /> <br /> <br />Table 9.1: FASTENERS FOR OPEN BUILDINGS I LOADS & AREAS <br />Maximum Allowable - Load and Attributable Roof Area for 120 M PH Wind Zone (23 # I SF) <br />(For Wind Regions other than 120 MPH, Use COn....rsion Table at Bottom of this page) <br />CONNECTING TO: WOOD for OPEN Bulldln s <br />Length of Number of Fasteners <br />Embedment 2 <br /> <br />CONNECTING: POSTS to BEAMS usln <br />Fastene r <br />Diameter <br /> <br />1/4"e <br />3/8". <br />1/2". <br /> <br />BOLTS for OPEN Bulldln s <br />Number of Fasteners <br />123 <br /># - Sq. Ft. # " Sq. Ft. # - Sq. Ft. <br />1468 - 59 2936 - 117 4404 - 176 <br />3710-148 7420-297 11130-445 <br />6596 - 264 13192 - 528 19788 - 792 <br />Length of Bolt to be Size of Post +)0\" (Typical) <br /> <br />WIND LOAD CONVERSION TABLE. <br />For IMnd ZoneslRegions other than 120 MPH (Tables ShaWl), <br />multiply allowable loads and roof areas by the conversion factor. <br /> <br />WIND <br />REGION <br />102 <br />110 <br />120 <br />140 <br />160 <br /> <br />CONVERSION <br />FACTOR <br />1.35 <br />1.15 <br />1.00 <br />0.88 <br />0.72 <br /> <br />Lawrence E. Bennett, P.E. <br />alii. BIoIIJNBl " IlEVB.CREHT COMIlI. rANT <br />p.o. BOX 43lIlI, lIOU'TH DAYTONA, Fl 32121 <br />laEPHOII! lIlO4) 7ff1-4774 <br />FAX (1104) 787-_ <br /> <br />SEAl <br /> <br />@ COPYRIGHT 11188 <br />NOT TO BE REPROIlUCED N WHOLE OR N PART wmtOt1T THE WRT1Bl PEIMSSION OF LAWRENCE E. IIENETT, P.E. <br /> <br />PAGE <br /> <br />141 <br />