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Monument Sign <br /> O'Reilly-Zephyrhills,FL <br /> See wind and seismic for appropriate loads: L2;; =width in ft. <br /> Wind <br /> '=51;166;e,� psf —�I � <br /> Sign Weight= 1.500 k � �� "`��' Sign wt.psf <br /> �54,;, <br /> Masonry Weight= 4.700 k �� <br /> Stem Welght= 6.750 k DL 8.33–•cg–�; - y;5;��; =Sign Height <br /> FootingWefght= 7.?00 k <br /> TotaIDLWeight= 20.150 k =�� <br /> • 10.83 ft. <br /> �;�d;OU� =Masonry Wt.In psf <br /> 4.17 –c-g• •- ;:�3. �� =Masonty Ht. <br /> 1J5� ;~1;5�_`. =Concrete Stem Ht. � <br /> �g_0_50 ��iLU(5�:, =ConcreteFtg.Ht. <br /> Sign Load= 1.249 k � <br /> Masonry Load= 0.833 k :;;R�iOQ;'': =Concrete Ftg.Width <br /> Stem Load= 0.000 k Wind :?�T6:43t��; =Concrete Ftg.Length <br /> Footing Load= 0.000 k <br /> Total Wind Load= 2.082 k 1.26 klf DL <br /> Check Overturning Stabitity due to Wind <br /> RM= 30.22 k ft. RM= 26.50 k ft. Results: Sign is stable <br /> OTM= 13.88 k ft. OTM= 13.88 k ft. <br /> Check Bearing Pressure due to Wind <br /> e=M/P= 0.69 feet � L/6= 0.50 feet Eccentricity outside Kern q= 1.04 psf <br /> e=M/.6P= 0.79 feet L/6= 0.50 feet Eccentricity outside Kern q= 0.71 psf <br /> Calculations based on full footfng length instead of a calculation per Iineal foot of length. <br />