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<br />&'-0" <br />5'-&" <br /> <br />L!) <br />_I <br />N <br /> <br /> <br />1'-4" <br /> <br />() <br />I <br /> <br />r- <br />1 <br />dJ <br /> <br />&"4> STD PIPE <br />DIRECT EMBED <br /> <br />GRADE <br /> <br />() <br />I <br />-..c> <br /> <br />4 4- <br /> ~ <br />:'1' <br />4 4 <br /> <br />\'~ \\ ;\L L <br />.~ . ',f" Dn,~r. <br />.{IDA bulL ,5 <br />)1' ".ODE AN" <br />{\p 'D;~ '^,NCL~ <br />".-'...> J,..h <br /> <br />Ci <br />> <br />~ <br />('f) <br /> <br />Ll <br /> <br />CONC. <br />FTG <br /> <br /> <br />J <br /> <br />.,6: I <br />' ' II <br />II I <br />II <1 ' <br />,Ill <br />,II II' , <br />II. .. <br />4 <br /> <br />,4 <br /> <br /> <br />J 3&"4> t <br />SI6N ELEVATION <br />"~~ ~L ~_~~1. <br />'.' Pi Ie; <br />.. "'\-'is 6" <P STD PIPE <br /> <br />(SCALE ~" = I') <br /> <br /> <br />8)SECTION @ SIGN CABINET <br />NTS <br /> <br />~) <br />( o(L51 dL <br /> <br />WIND DESIGN CRITERIA <br />WIND VELOCITY 130 MPH <br /> <br />+0 <br /> <br />-0 <br /> <br />WILSON DRAFTING AND DESIGN <br />ORLANDO, FL. <br />PH, 321-303-6699 <br />ENRIQUE A. TORRENS, P.E. # 33379 <br />624 BUCKINGHAM DR. <br />OVEIDO, PL 32765 <br />PH/FAX 407-977-3689 <br />NOT VALID FOR CONSTRUCTION <br />UNLESS SIGNED AND SEALED <br /> <br />IMPORTANCE FACTOR <br /> <br />1.0 <br /> <br />EXPOSURE CATEGORY (MMRF) <br />INTERNAL PRESSURE COEFFICIENT <br /> <br />B <br /> <br />NOTE: COMPONENT & CLADDING PRESSURES <br />1. DESIGN WIND PRESSURE IN <br />CONFORMANCE WI SEC 6 OF ASCE 7-02 . FORCE COEFFICIENT cf <br />130 MPH REGION, 26.3 PSF. <br />(PER F B C 2004 ED & 2006 SUPP) 4. STRUCTURAL STEEL ASTM A36 STEEL PIPE: <br />. . " ASTM A53 GR. B SQUARE TUBE: Fy= 46KSI <br />2. SOIL SHALL BE CLEAN SAND WITH <br />A MINIMUM ALLOWABLE BRNG PRESSURE 5. ALL WELDING SHALL BE IN CONFORMANCE WI AWS <br />OF 2000 PSF AND A MINIMUM ALLOWABLE 01.1 (LATEST EDITION) USING E70XX ELECTRODES. <br />LATERAl PAC'SI E PRES E ( ALL WELDS SHALL BE FULL PENETRATION WELDS AT <br />~ V SUR FOR ISOLATED AT ALL POINTS OF CONTACT UNLESS NOTED OTHERWISE <br />POLE) OF 600 PSF 1FT. . <br />3. CONCRETE: SHALL BE 3000 P.S.1. @ 28 DAYS. 6. PRE-ENG'RED SIGN FACE BY OTHERS. <br /> <br />26.3 pst <br /> <br />1,2 <br /> <br />PROJECT <br /> <br />FLORIDA HOSPITAL MONUMENT SIGN <br />ZEPHRHILLS, FL <br /> <br />JOS# 70553 <br /> <br />FOR DIAMOND ELECTRIC <br /> <br />81 <br /> <br />DATE SHEET <br />10-25-07 1 OF 2 <br />