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<br />, <br /> <br />() () <br />_I _I <br />('() N <br /> <br /> <br />8'-0" <br /> <br />L2"X2"XI/4" <br />CONT. HORZ <br />(TYP TOP It BOT) <br /> <br />L2"X2"XI/4" <br />FRAME (TYP) <br /> <br />'.' DENOTES 3/8"4:1 <br />T066LE BOLTS <br />(TYP 3 TOP It BOT) <br /> <br />DISCONNEC <br />SHITCH <br /> <br />HALL SIGN ELEVATION <br /> <br />(SCALE ~" = I') <br /> <br />PRE-ENS I NEE RED <br />SISN FACE BY <br />OTHERS <br /> <br /> <br />() <br />1 <br />('() <br /> <br /> <br />L2"X2"XI/4" <br />CONT. HORZ <br />(TYP TOP It BOT) <br /> <br />EXIST STUD HALL <br /> <br />L2"X2"XI/4" FRAME <br /> <br />EXIST STUCCO <br />ON PL YHOOD <br /> <br />ED <br /> <br />SECTION <br />(SCALE ~" = I') <br /> <br />WILSON DRAFTING <br />AND DESIGN <br />ORLANDO, FL, <br />R BE W IT p, , <br />2464 PRINCETON RD <br />DELAND, FL. 32724 ' <br />PH # 321-303-6699 <br />FL. CERT. # 13191 <br /> <br />NOTE: <br />1. DESIGN WIND PRESSURE IN <br />CONFORMANCE WI ASCE 7-02, 120 <br />MPH REGION. 22.4 pst WIND <br />( PER F.B.C, 2004 ED. & 2005 REVISION) DESIGN CRITERIA <br />2. CONTRACTOR WILL BE RESPONSIBLE WIND VELOCITY 120 MPH <br />FOR ALL WATERPROOFING, <br />3. ANCHORS: TOGGLE BOLTS <br />4. PRE -ENGINEERED SIGN FACE BY OTHERS. <br />5. STRUCTURAL STEEL ASTM A36 STEEL PIPE: <br />ASTM A53 GR. B SQUARE TUBE: Fy= 46KSI <br />6. ALL WELDING IN CONFORMANCE WITH <br />AWS 01.2 lATEST ED. <br /> <br />IMPORTANCE FACTOR 1.0 <br />EXPOSURE CATEGORY (MMRF) 8 <br />INTERNAL PRESSURE COEFFICIENT +0 -0 <br />COMPONENT & CLADDING PRESSURES 22,4 psf <br />FORCE COEFFICIENT cf 1.2 <br /> <br />PROJECT <br />CUMBERLAND FARMS <br />BRACKET WALL SIGN <br />ORLANDO, FL <br /> <br />JOB" <br />60464 <br /> <br />FOR <br />JAYCO <br /> <br />81 <br /> <br />DATE SHEET <br />8-10-06 OF 1 <br />