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„ , JOB� OPTI MART <br /> I ��� ��i VOl-l�X • � � T,jf'�. SHEET NO l OF 4 <br /> �����'� CALC BY DATE <br /> �7 c� NeXflIIC�ef c�t, c�lll� 1�3, p1aIIf.Cjty, F�, 33563 CHECKED BY DATE �5/16/13 <br /> 813.704 4842 ofc/813 704 4843 f� MEMORANDUM: VE#13-01106 A <br /> Paul D. Ridvell. P.E. l�e #52683,COA#28035 SIGN"A” (RACEWAY) <br /> CLIENT� FASTSIGN-KEI�II�iEDY LOCATION ZEPHYRHILLS, FL <br /> WIND= 160 MPH(ULTIMATE) 124 MPH(NOM.) EXPOSURE=C CHANNEL LETTERS <br /> BUILDING RISK CAT.=III ENCLOSED ON RACEWAY <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 <br /> SIGN DIMENSIONS= 3.34 x 12.42 FT � 5 � 7 � <br /> MAX <br /> SIGN AREA(SF)*P�wSF)= P�K� <br /> MAX 41.5 0.070 2.90 <br /> T=P/BOLTS= 0.290 K/BOLT <br /> 3.34FT � 9 � <br /> At=T/20= 0.015 SQIN <br /> 1N. <br /> GRAVITY: est. 20 #/SQFT <br /> P=A*Wa= 0.830 KIPS � <br /> T= 0.221 K/BOLT <br /> At=T/20= 0.01 l SQIN <br /> sxEax: ALL A��G CODES,�FLORIDAIBUI DING <br /> PREV <br /> CODE,NATIONAL ELECTRIC CODE AND <br /> V= 0.083 K/BOLT CITY OF ZEPHYRHILLS ORDINANCES <br /> Av=V/]0= 0.008 SQIN <br /> BOLT OPTIONS TO SUIT WALLS: ���'i��'���`� - - (� <br /> 3/8 " � ALL THREAD THRU BOLTS ���`� �� ���'����fLLS <br /> 3/8 " � RATED TOGGLE BOLTS �'�N� �-���N�� <br /> At=0.078 in 2 � <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 ROWS AT S BOLTS EACH @ 3.5 FOOT O.C. MAX <br /> TOTAL OF 10 BOLTS PER SIGNMIN. <br /> CONTRACTOR TO FIELD VERIFY ALL EXISTING COMPONENTS AND REPORT ANY DISCREPANCIES <br /> TO ENClNEER PRIOR TO BEGINNING ANY WORK <br /> CALCULATION AND ENGINEER'S SEAL IS FOR WALL ATTACHMENT ONLY U.N.O <br /> ���7 13 <br />