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<br />. <br />WALL MOUNT SIGN <br /> <br />JOB NAME: BLOOD NET in ZEPHYRHILLS <br />LOCATION: 38040 MARKET SQUARE DR. (front of building) <br /> <br />INPUT DATA <br /> <br />HEIGHT TO SIGN CENTER: 15 FEET <br />SIGN AREA: 35 S.F. <br />SIGN WEIGHT 150 LBS <br />FLORIDA BUILDING CODE 2001 INPUT <br />DESIGN WIND SPEED PER FIG. 1606 110 MPH <br />IMPORTANCE FACTOR TABLE 1606 1 / <br />HEIGHT & EXPOSURE COEF TABEL 1606.2D 1 <br />EXPOSURE CATEGORY B <br />SUCTION WIND PRESSURE 25.9 PSF (PER TAB <br />CALCULATED SUCTION WIND LOAD 906.5 LBS <br /> <br />LE 1606.2B) <br /> <br /> Fastener load ratlnQs eSIQn a ues <br /> Max <br /> allow. Max <br /> No. of tension allow. Req. Req. <br />FASTENERS SHEAR (Ibs) TENSION (Ibs) bolts Ibs shear Ibs shear tension <br />112" SLEEVE ANCHORS 6" LONG into conc. 5000 3000 0 0 150 906.5 <br />3/8" SLEEVE ANCHORS 6" LONG into conc. 4300 3000 0 0 150 906.5 ~ <br />318" SLEEVE ANCHORS 5" LONG Into cone. 3793 2314 4 9256 15172 150 906.5 <br />3/8" SLEEVE ANCHORS 3" LONG into conc. 3793 2300 0 0 150 906.5 <br />3/8" X 3" LAG BOL T into wood 330 173 0 0 150 906.5 <br />1/4" X 1.5" TAPCONS into conc. 1058 615 0 0 150 906.5 <br />1/4" X 3" TAPCONS into conc. 1058 984 0 0 150 906.5 <br />#10 X 1" TECK SCREWS into metal 80 60 0 0 150 906.5 <br />#12 SCREWS into wood or metal 730 320 0 0 150 906.5 <br />#12 X 1.5" SCREWS into aluminum 153 109 0 0 150 906.5 <br />#14 X 1" TECK SCREW into metal 1292 572 0 0 150 906.5 <br />#14 x 1.5" SCREWS into wood or metal 500 230 0 0 150 906.5 <br />#14 X 2" SCREWS into wood 340 124 0 0 150 906.5 <br />tr20 X 1.5" TECK SCREWS into aluminum 930 346 0 0 150 906.5 <br />%" BOLTS WITH NUTS & WASHERS 1900 1800 0 0 150 906.5 <br />3/8" TOGGLE BOLTS into %" plywood 1100 900 0 0 150 906.5 <br />5/16" TOGGLE BOLTS into drvwall 450 320 0 0 150 906.5 <br />3/8" ALL THREAD - NUTS BOTH SIDES & 1290 970 4 3880 5160 150 906.5 <br />2" DIAMETER WASHERS into concJwood <br />3/16" x 3" ALUM. STUD WI SIL. RUBBER 100 50 0 0 150 906.5 <br />#10 ALL THREAD X 2" LONG into concJwood 175 125 0 0 150 906.5 <br />3/16" x 4" EMBED. STUD WI SIL. RUBBER 100 80 0 0 150 906.5 <br />1/4" DIA. ALL THREAD into conclwood 413 290 0 0 150 906.5 <br /> - <br /> <br />D' V I <br /> <br />v' <br /> <br />Art~dl123 <br /> <br /> <br />Stitzel Engineering & Construction, Inc. <br />215 East Bay Street Suite #3 <br />Lakeland, FL 33801 <br />Phone (863)683-4277 <br /> <br />DEe 1 7 2002 <br />