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-� ELROD <br /> ENGINEERING <br /> 1 871 Sevens Oaks Blvd,Suite 220 <br /> Smyrna,TN 37167 <br /> 800-553-5111 <br /> Design:Codei FBC 6th.Edition/ASCE 7-11 <br /> . .. .... ... .. Project#`. 100x3582 29'-0 3/4"Channel Letters <br /> Wind Speed: 140mrph Date: 9/5/2019 <br /> Risk Categ; II Facility Ref: Pet Supplies Plus <br /> Exposure: C Address: 5919 Gall Blvd <br /> _.Wind'Pressure: 24.0 PSF (39.92psf*0.6W=23.95psf) Zephyrhills,FL <br /> Getter Weight; 9.0 PSF (10.0psf*1.0D=10.0psq <br /> LETTER Area(sf) %of Load Pressure(psf) Shape factor Force(Ibs) Letter Weight <br /> P 3.233 :' 100% `24.0 _- ': 1 77-A4 29.10- <br /> E .3113` 100% '.':24.0 `;• 1 74:57. 28.02 <br /> T -='2.537• = 100% '.'-24i0,:.• 1 60.77': .; 22.83 <br /> O' '0:652 - 100% =`r24.0." 1 15.6f. 5.87 <br /> O '0.687' 100% 24-.6 ' 1 16.45.:` 6.18 <br /> 0.11,7. 100% :24.0 1 :' 2:80.;'t: 1.05 <br /> H 0.597_,:` 100% 5.37 <br /> Fastener/Anchor Type Allow Tension Allow Shedr" <br /> 3/8"0 A36 Threaded Rod Fu=58 ksi 2400 1656 <br /> Allowable Actual Allowable Stiear Per Bolt Combined <br /> LETTER #Fasteners. TensionlShear <br /> Tension(Ibs) Tension(lbs). Shear(lbs), (Ibs)' check <br /> P 2400 . . 25.81 1656'"_ 9.70 3.00 0.01.7 <br /> E �2400_ ' 18.64 ..1656 7.01 4:00.:;:.` 0.0:12100. OK ;A' <br /> T 2400.. 20.26 .`_1656 7.61 3.00 0.013 <br /> G '2400 5.20 1656" 1.96 3.00'' '0.003 <1:00 OK <br /> O 2406 5.48 1656. = 2.06 3.00, 0.004 <�1AO OK p <br /> -2400 1.40 1656.." 0.53 ,2.00 0.001 w 00 OK' <br /> H -.:2400 3.57 9656, 1.34 '4-00i'=- ..�0.002✓'<1.00rQK; . <br /> r• <br /> \\\\\\P A I Mriii�,�/��� <br /> \�\ ` E N S �� <br /> 0 73445 <br /> STATE OF <br /> 8/0 <br />