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<br />.. <br /> <br />() () <br />I _I <br />('f) 0l <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"cP <br />T066LE BOLTS <br />(TYP 3 TOP It BOT) <br /> <br />DISCONNEC <br />SHITCH <br /> <br />HALL SIGN ELEVATION <br />(SCALE ~" = I') <br /> <br />PRE-ENS I NEE RED <br />SISN FACE BY <br />OTHERS <br /> <br /> <br />() <br />_I <br />('f) <br /> <br /> <br />L2"X2"X/14" <br />CONT. HORZ <br />(TYP TOP It BOT) <br /> <br />EXIST STUD HALL <br /> <br />EXIST STUCCO- <br />ON PL YHOOD <br /> <br />3/8"cP T066LE BOL TS ~ <br />TOP AND BOTTOM ~ / / <br />~:"::::~~ :~~~E /~/~ <br /> <br /> <br />NOTE, ALL ~~ERS <br />OF FRAME SHALL BE <br />HELDED ALL AROUND AT <br />ALL POINTS OF CONTACT. <br /> <br />8) <br /> <br />SECTION <br />(SCALE ~" = I') <br /> <br />NOTE: . <br />1. DESIGN WIND PRESSURE IN ( <br />CONFORMANCE WI ASCE 7-02, 120 <br />MPH REGION, 22,4 pst <br />( PER F.B.C. 2004 ED. & 2005 REVISION) <br />2. CONTRACTOR WILL BE RESPONSIBLE <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 />WIND DESIGN CRITERIA <br /> <br />WIND VELOCITY 120 MPH <br /> <br />WILSON DRAFTING <br />AND DESIGN <br />ORLANDO, FL, <br />R BERT WHI <br />2464 PRINCETON RD, <br />DELAND, FL. 32724 <br />PH # 321 -303-6699 <br />FL, CERT. # 13191 <br /> <br />B <br /> <br />PROJECT <br />CUMBERLAND FARMS <br />BRACKET WALL SIGN <br />ORLANDO, FL <br /> <br />IMPORTANCE FACTOR <br />EXPOSURE CATEGORY (MMRF) <br />INTERNAL PRESSURE COEFFICIENT <br /> <br />1.0 <br /> <br />+0 <br /> <br />-0 <br /> <br />JOB", <br />60464 <br /> <br />COMPONENT & CLADDING PRESSURES <br />FORCE COEFFICIENT cf <br /> <br />22.4 pst <br /> <br />FOR <br />JA yea <br /> <br />81 <br /> <br />1.2 <br /> <br />DATE- SHEET <br />8-10-06 OF 1 <br />