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JOB FLORIDA MEDICAL CLINIC <br /> � ��� ��� SHEET NO 1 OF 3 <br /> �� ��� ��� VO� • e�� ���- CALC BY DATE 06/29/12 <br /> 60'Z c� Nex�nder c�t, suite 103, Plant City, FL 33563 CHECKED BY DATE <br /> 813 704.484Z ofc/ 813'Z04.4843 f� MEMORANDUM: VE#12-01093 <br /> Paul D. Ridvell,P.E. Re # 5Z683,COA#Z8035 <br /> CLIENT AMERICAN PETROLEUM IMAGING LOCATION' ZEPHYRHILLS, FL <br /> WIND= 160 MPH(ULTIMATE) 124 MPH(NOM.) EXPOSURE=C CHANNEL LETTERS <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 �,� <br /> SIGN DIMENSIONS= 2.00 x 2.00 FT MAX <br /> SIGN AREA(SF)*P�wSF)= P�K� , <br /> MAX 4.0 0.070 0.28 <br /> T=PBOLTS= 0.070 K/BOLT � <br /> 2.00 FT 16 IN <br /> At=T/20= 0.004 SQIN MINIMUM <br /> GRAVITY: est. 20 #/SQFT <br /> P=A*Wa= 0.080 KIPS ALL Wp�.I{SHALL COM <br /> PREVAILING CODES,I�LORI A BUILDING <br /> T= 0.013 K/BOLT C4DE,NATIONAL ELECTRIC CODE AND <br /> CITY OF ZEPHYRHILLS ORDINANCES <br /> At=T/20= 0.001 SQIN <br /> SHEAR: <br /> V= 0.020 K/BOLT <br /> ����� � <br /> Av=V/]0= 0.002 SQIN ���''�'������,,�.,��S-I <br /> ��.,�1��� w �Y���l���.� � <br /> �`������� <br /> BOLT OPTIONS TO SUIT WALLS: �- ---_1�� <br /> 3/8 " � ALL THREAD THRU BOLTS � <br /> 3/8 " � RATED TOGGLE BOLTS 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 " � EXPANSION ANCHORS <br /> 2 ROWS AT 2 BOLTS EACH @ 2 FOOT U C. MAX <br /> TOTAL OF 4 BOLTS PER LETTER MIN. <br /> CONTRACTOR TO FIELD VERIFYALL EXISTING COMPONENTSAND REPORTANYDISCRE.PANCIES <br /> TO ENGINEER PRIOR TO BEGINNlNG ANY WORK <br /> CALCULATION AND ENGINEER'S SEAL IS FOR WALL ATTACHMENT ONLY U.N O <br /> i <br /> G_ �^�z � <br />