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�7 <br /> :� L I.... ELROD c <br /> , ENGINEERING <br /> 871 Sevens Oaks Blvd,Suite 220 <br /> Smyrna,TN 37167 <br /> _.a 800-553-5t11 <br /> .pesign'Code: FBC 6th Edition/ASCE 7-10 Project`#: 100x3582 29'-0 3/4"Channel Letters <br /> ":.Wind Speed: 140mph date: 9/5/2019 <br /> Risk Categ 11 Facility Ref: Pet Supplies Plus <br /> Exposure: C Address:5919 Gall Blvd <br /> Wind Pressure: 24.0 PSF (39.92psf*0.6W=23.95psf) lZephyrhills,FL <br /> Letter Weight: 9.0 IPSF (10.0psfk1.0D=10.0psf) <br /> LETTER Area(sf)' °/a of Load Pressure(psf Shape factor ' Force(ft) Letter Weight <br /> P 3.2•- 100% 24:0 1 77.44. ; 29.10 <br /> E 11 100% 24.0 1 74:57 28.02 <br /> T 2.5 100% 24.0 1 60.77 '' 22.83 <br /> G -'r 0:7 100% 24.0 1 15.61`.". 5.87 <br /> O 0.7;: 100% 24:0- 1 16.45= 6.18 <br /> 1 0.1 100% 24:0: 1 2.80, 1.05 <br /> H ;0:6 100% 24:0 1 14:29, 5.37 <br /> Fastener/Anchor Type Allow Tensio"n",.Allow Shear <br /> 3/8"0-16 Snap-Toggle 116.5 1656 <br /> Allowable ,-,Actual Allowable' Shear Per Bolt Combined'- <br /> LETTER #Fasieners- _Tensw4hear <br /> Tension(Ibs). 'Tensioh(Ibs) Shear(Ibs}' :(Ibs}; :'Check <br /> P '.116.5 . 25.81 -1656'`::' ' 9.70 3.00 ._'; :.'.0:227. OO.;:OK <br /> E ,"`116.5 :; 18.64 16561.' 7.01 4.00.. "•. , :': .'0164 <1',00 ©K <br /> T r..:116.5. 20.26 " 1656 .::',: 7.61 3.l)0`-•`.' ;.=.0:178 <-.1:00'OK <br /> .. <br /> G 116.5' 5.20 „1656; 1.96 -3.00,, :';_ `. 0.046 <br /> O :116.5 5.48 1656 _;` 2.06 3.00' _, ' " ,`0.048 `<-'i 00-OK <br /> %.;1'16.5 1.40 •1656: 0.53 2.00; ;' 0.:01-2_ < 00 9OK <br /> F' <br /> H 1.16:5'::, 3.57 1656; ._" 1.34 4.00-' ...::0.031. <1:0(#-OK <br />