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<br />er ASCE 7-98 & 2001 Florida Buildin Code <br />Design Specifications <br />Importance Factor <br />Kzt <br />Exposure Factor <br />Kd <br />Kz <br />V <br />Cf <br />G <br /> <br />Job Description <br />Ameriwash <br />6911 Gall Blvd. <br />Zepheryhills, FL <br />Can <br /> <br /> <br />EnCon Services, Inc. <br /> <br />Sign Design Calculations <br />PREPARED BY: EnCon Services, Inc. <br />2272 Jaudon Road <br />Dover, FL 33527 <br />813-655-3373 <br />F 813-655-9814 <br /> <br />Aaron Biedenbach, P.E. <br />PE #52949 <br />FL EB #9394 <br />CBC #060535 <br />OB #22527 <br /> <br />1 <br />1 <br />B Case 2 <br />1 <br />0.7 Table 6-5 Pg 60 ASCE 7-98 (Adjust for Height above grade) <br />120 mph <br />1.2 M/N (Larger/Smaller) <= 6.0 <br />0.85 <br /> <br />SIii"n Information <br />Height 3.50 I(h) <br />Width 13.00 I (ft) <br />Thickness 1.00 (ffl <br />Distance Qrade to top 30 1m) <br /> <br />Wind Sheer Force <br />Weight of Sign <br /> <br />Total Sheer Force = <br /> <br />Total Tension Force = <br /> <br />92.12 (/b) <br />700 (/b) <br />706.04 (Ib) <br /> <br />1197.60 (Ib) <br /> <br />D4rt:~,/ ?!:v.;.t/p,.., _ <br />eUI!..~",/~Vf,-. i'ltO <br />PPFiOIl~D. <br />)\ <br /> <br />{ <br /> <br /> Required Provided <br />Fastener size (Nominal) 3/8 3/8 <br />Minimum number of fasteners 8 8 <br />Sheer Force per fastener ObI 88.3 280 <br />Tension Force per fastener (/b) 149.7 352 <br /> <br />Combination Tension and 0.74 <1 O.K. <br />Sheer ratio <br />Fastener can be Hilti SIeve anchor for hollow block or lag bolt into wood framing member, Liberty or Toggler @ bolt <br />through 5/8" plywood. Lag bolts must penetrate 1 1/4" into structrual member. <br /> <br />Ameriwash <br /> <br />