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<br />Red Rabbit Fuels <br />6009 US Hwy 301 in Zephyrhills <br />December 10, 2007 <br /> <br /> <br />)1 <br />{51 . <br />~ ~ <br />-'..L <br />r [ <br />~F ,. <br />i r [__~___=J <br />j . <br />;.....1. .f <br />~ ~ <br /> <br />I <br />UlI_ <br />I wI ~ <br />c3 ~IB <br />~ ~I~ <br />~ ~j::-;- <br />enl""" <br />I <br /> <br />"'"";" <br /> <br />;.... <br /> <br />........... <br />'0 <br />-' <br /> <br />'-J1 <br />(<) <br />\- <br />q. <br /><:> <br /> <br />.0 <br /> <br />, <br /> <br />8"f+ <br /> <br />r <br /> <br />16' Cabinets <br /> <br />8" <br />I <br />I <br /> <br />WIND DESIGN CRITERIA <br /> <br />Wind Velocity 120 MPH <br />Importance Factor 1 <br />Exposure Category B <br />Internal Pressure Coefficient +0 <br />Component/Cladding Pressure 26.9 PSF <br />Force Coefficient 1 <br />Wind Load Area 193 SF <br />Sign Weight N/A <br /> <br />(IF APPUCABLE) <br />CABINET SIGN NOTES <br />CABINET FRAMES ARE TO <br />BE CONSTRUCTED OF THE <br />FOLLOWING ALTERNATIVES: <br />· 1-1/2" x 1-1/2" STEEL ANGlE wi <br />SOUD WELDS AT ALL JOINTS <br />· g" BOX BEAM ALUMINUM EXlRUSION <br />WELDED AT ALL JOINTS <br />. SUPPORT PIPES THROUGH CABINET <br />ARE TO BE WELDED <br />· SUPPORT PIPES CONNECTED TO OUTSIDE <br />CABINEr ARE TO BE BOLTED <br /> <br />8'x8"x1/4: <br />square tube <br />supports <br />A3(, <br />S ch. 4-0 <br /> <br />EXTRA BOLTS <br />AS SPECIFlED---""" <br />IM8~D MIN. 2"~ <br />FROM TOP OF ; " <br />FINSHED CONG : <br />, <br />"'.NCHOR BOLTS--L./ <br />(DIAMETER AS : <br />SHOWN ON PLAN) : 5" <br /> <br /> <br />WELD ALL JOINTS <br /> <br />8' Cabinets <br /> <br />8' Cabinets <br />1_.._~.'::!LG..@P..ri~ Sig!L ..1 <br /> <br />WELD BOLTS <br />OUTSIDE OF /: TO FRAME <br />FOOTING : 1-1/2" X 1-1/2" <br />: ANGLE <br />~ __ __ n _ _u5~'_J'39clB_q,T.r.9.!"!_OF FOOTING <br />BOTTOM OF../ <br />FOOTING <br />FOOTING ANCHOR and <br />REINFORCEMENT DETAIL <br />NO SCALE <br /> <br />AIr WODK <br />[1 -- 1, SHALL '.". <br />1 REVAILING C ' t().J\;[>1 V '\1'1"", <br />ODES . '. .Y.I" AL <br />6~e~:~:lONAL If:li/~!,y~~I~A bUILD~i'J <br />. . ZEPIIYRWL.j'.. 'S', .O...,e.cO. DEA. .N'I <br />~LL gi~~fP~ PLANS SHALL <br />CONFORM TO THE LATEST EDITION <br />OF THE FLA. BLDG. AND NEC CODE. <br /> <br />~ { 0-- _ ~:::~' ,> & l' ,!,,? Side View <br />~-- , 0 PI~~;EW g{~'~ .+__ ,_~~ <br /> <br />Plate Detail PLA;"~,3 ~.?~ kr:m'~l: i''>'' "'rr: <br />Disclaimer: These engineered calculations only applyTo ~~g and..support section shown <br />above (no wall mounted sections, electrical. etc) , All dimensions and properties <br />have been provided and certified by the client. All weather exposed materials <br />must be corrosion resistant. DEe <br /> <br /> <br />~JlE. <br />~IlJtBB" <br /> <br />-f-- <br /> <br />I1r-. .----- 8" x 8" x :~~ M;~:ent Sign <br />: : Square tube SCn, 4-0 <br />, I <br />6 .--4.. <br />~.-.-.--""' ..... See Plate Detail <br />~'~':" <br />..:"'..' r..'.'..~~..."'. .....:.:JJ......:Jjr:....~ ,-.-- (4) 1" dia x <br /> <br />. r' <~ '. j . , <br />. ~ <; '. .".... 48. long anchor <br />".-' .":.".'"..' ,..'......11... bolts (with nuts <br />" ". d h) <br />'~.j;,", ~.~..' an was ers <br />''''''''''jr: <br /> <br />:*,:;:/~~:' -_. Concrete FoO--t\"'Ci On~" <br />'C, ,;: ".&:.> caisson'" ...J T' <br />!o,j'>>~~~y!" foundation A' ",+" D' <br />'... 'Cd , } L- \0. . <br /> <br />1 ~o" Dee.p <br /> <br />~) S'o" UIQ.. <br /> <br />S!..o II 'Deef <br /> <br /> <br />,8', <br />n <br />I ! <br /> <br />24 'dia{oPt B~36;dia) <br /> <br />Foundation Detail <br /> <br />...... ,.J1l.:'.____._.; <br />~.. ...19:9<:; <br /> <br /> <br />I HEREBY CERTIFY THAT THIS SIGN <br />MEETS THE 120 MPH WIND LOAD REO, <br /> <br />OF THE "'" FL~DE <br /> <br />Cf; <br /> <br />ART STITZEL, P.E. #50658 C.A.27473 <br />STITZEL ENGINEERING & CONST" INC, <br />317 W. HIGHLAND DR. #101 <br />LAKE LAND, FL 33813 <br />PHONE (863)607-4455 <br /> <br />1 2 200t <br />