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���- � <br /> EnCon Ser ices, Inc. � , <br /> Sign Design alculations � <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> Dollar General DG01530 2272 Jaudon Road <br /> 5919 Gall Blvd. , Dover, FL 33527 <br /> Zephyrhills, FL 813-655-3373 <br /> 4'-6"x 33'-3"wall can F 813-655-9814 <br /> Design per 2010 Florida Building'Code, Section 16 Wind Load FLEB#9394 <br /> ASCE 7-10, Load Case: D+0.6W <br /> Design Specifications <br /> Risk Category II � <br /> Kzt � 1 � <br /> Exposure Factor C � <br /> Kd 0.85 <br /> Kz 0.98 , <br /> V 150 (mph) <br /> GCp-GCpi 1.4 Zone 5, H<60 Feet �P`� P• PRFsy <br /> Wind Pressure 67.2 (ps� �� �`< <br /> LICENSE <br /> Si n Information # 6 <br /> Hei ht 4.50 (ft <br /> Width 33.25 ft <br /> Thickness 1.00 ft ,o ATE OF <br /> Distance rade to top 30 (ft) ���� /C�QR�PG`��� <br /> Wind Sheer Force 181.37 (Ib) SS�4NALEN <br /> , Weight of Sign 975 (Ib) I, <br /> Total Sheer Force= 991.73 (Ib) DATE SIGNED: <br /> 9/5/2014 <br /> Total Tension Force= 6030.47 (Ib) <br /> Required Pro ided <br /> Fastener size Nominal 3/8 /8 <br /> Minimum number of fasteners 22 2 <br /> Sheer Force er fastener(Ib 45.1 2 0 <br /> Tension Force per fastener Ib) 274.1 3 2 <br /> Combination Tension and 0.94 <1 O.K. <br /> Sheer ratio <br /> ATTACH SIGN USING STEEL THREADED ROD TH U WALL W/ BLOCKING <br /> I <br /> Dollar General DG01530 Zephyrhills 4-6 X 33-3 WALL CAN <br /> 9/5/2014 <br />