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' JOB: OPTI-MART <br /> ��� <br /> � I ��� ��� VO�X � � L�. SHEET NO i OF 4 <br /> CALC BY DATE 05/16/13 <br /> 60'Z c� Alexgnder St, c�ll1� 1�3, plflilt Clt�', � 3�56� CHECKED BY DATE <br /> 813.'Z04 484'2 ofc/ 813'Z04 4843 f� MEMORANDUM: VE#13-01106 B <br /> Paul D. Ridoell.P.E. i2e #52683,COA# 28035 SIGN "B" (BRANDS YOU LIKE) <br /> CLIENT. FASTSIGNS-KENNEDY LOCATION ZEPHYRHILLS, FL <br /> WIND= 160 MPH(ULTIMATE) 124 MPH(NOM.) EXPOSURE=C WALL SIGN <br /> BUILDING RISK CAT. =III ENCLOSED <br /> COMPLIES W/"2010 FBC(SECTION 1609)-ASCE 7-10 FOR THE ULTIMATE VELOCITY INDICATED ABOVE" <br /> C&C= 70.0 PSF(ULTIMATE) HEIGHT<= 30 �, g � <br /> SIGN DIMENSIONS= 0.67 x 10.00 FT M� <br /> SIGN AREA(SF)*P�wSF)= p�K� <br /> MAX 6.7 0.070 0.47 <br /> T=PBOLTS= 0.059 K/BOLT � <br /> 0.67 FT 6 � <br /> At=T/20= 0.003 SQIN MINIMUM <br /> GRAVITY: est. 20 #/SQFT <br /> P=A*Wa= 0.134 KIPS <br /> T= 0.045 K/BOLT <br /> X X X X <br /> At=T/20= 0.002 SQIN SEE ATTACHED FOR 1LLUSTRATION OF SIGN <br /> SHEAR: I <br /> 0.67 FT <br /> V= 0.017 K/BOLT X �' X X <br /> Av=V/]0 = 0.002 SQIN , 10.00 FT '� <br /> BOLT OPTIONS TO SUIT WALLS: <br /> 3/8 " � ALL THREAD THRU BOLTS <br /> 3/8 " � RATED TOGGLE BOLTS At =0.078 in^Z <br /> 3/8 " � SIMPSON TITEN HD OR EQUAL Av =0.110 in^2 <br /> 3/8 " � LAG BOLTS W/SHIELDS <br /> 3/8 " � EXPANSIONANCHORS <br /> 2 ROWSAT 4 BOLTSEACH@ 3.5 FOOTO.C. MAX <br /> TOTAL OF 8 BOLTSPER SIGNMIN. <br /> CONTRACTOR TO FIELD VERIFYALL EXISTING COMPONENTS AND REPORT ANY DISCREPANCIES <br /> TO ENG/NEER PRIOR TO BEGINMNG ANY WORK <br /> CALCULATION AND ENGINEER'S SEAL IS FOR WALL ATTACHMENT ONLY UN O <br /> S��',�-3 <br />