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` , JOB: SUNRISE PROPERTIES-ZEPHYRHILLS <br /> �I� <br /> ,I, /„ �TO�.,�^� �'+j - � SHEET NO 3 OF 6 <br /> ��� Y l�t� la CALC BY DATE 11/10/14 <br /> 60`l S Nexander c�t, c�uit� 103, Plant City, FL 33563 CHECKED BY DATE <br /> 813.704.4842 ofc/ 813.'Z04.4843 fax MEMORANDUM: VE#14-02539 C <br /> Paul D. Kid�ell,P.E. Re #5Z683, COA#28035 SIGN"C"(SUITE#5) <br /> CLIENT. FASTSIGNS-KENNEDY LOCATI N� ZEPHYRHILLS, FL <br /> WIND= ]60 MPH(ULTIMATE) 124 MPH(N M.) EXPOSURE=C WALL SIGN <br /> BUILD G RISK CAT.=III ENCLOSED <br /> COMPLIES W/"20]0 FBC(SECTION 1609)-ASCE 7-10 FOR E ULTIMATE VELOCITY INDICATED ABOVE" <br /> C&C= 70.0 PSF(ULTIMATE) HEI HT<= 30 �, 7 IN� <br /> S1GN DIMENSIONS= 3.00 x ]0 00 FT MAX <br />' SIGN AREA(SF)*p�wSF)= p�K� <br /> MAX 30.0 0.070 2.10 � <br /> T=PBOLTS= 0.263 K/BOLT � <br /> 3.00 FT � 30 IN <br /> At=T/20= 0.013 SQIN MINIMUM <br /> GRAVITY: est. 20 #/SQFT <br /> / <br /> P=A*Wa= 0.600 KIPS / <br /> T= 0.035 K/BOLT <br /> �t' X <br /> At=T/20= 0.002 SQIN SEE A TACHED FOR ILLUSTRATION OF SIGN <br /> SHEAR: I <br /> 3.00 FT <br /> V= 0.075 K/BOLT � X ` J( )( <br /> Av=V/10= 0.008 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 i�c^Z <br /> 3/8 " � SIMPSON TITENHD OR EQU L Av =0.110 in^2 <br /> 3/8 " � LAG BOLTS W/SHIELDS <br /> 3/8 " � EXPANSION ANCHORS <br /> 2 ROWS AT 4 BOLTS EAC @ 3.5 FOOT O.C. MAX <br /> TOTAL OF 8 BOLTS PER IGNMIN. <br /> CONTRACTOR TO FIELD VERIFYALL EXISTING C MPONENTSAND REPORTANYDISCREPANCIES <br /> TO ENClNEER PRIOR TO EG7NNING ANY WORK `,���I I I I I//���, <br /> CALCULATION AND ENGINEER'S SEAL I FOR WALL ATTACHMENT ONLY U.N.O Q <br /> ��``•\��O.•o•.�� /' � <br /> �� v��� �C� �I <br /> �Q�: �- •; . <br /> � � 3 : ° <br /> . � <br /> . <br /> � , ✓�/�/� % * + <br /> � � • STATE OF : � <br /> i � �: iC` ,: � <br /> ��� s �����.������� ('.�� `�� <br /> '�f�S�dNAt�E��:�`� <br /> rPF��o�eest�� <br />