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EnCon Services, Inc. <br /> Awning Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> Panera Bread 2272 Jaudon Road <br /> 7242 Gall Blvd. Dover, FL 33527 <br /> Zephyrhills, Florida 813-655-3373 <br /> 18'-2"Awning F 813-655-9814 <br /> Design per 2010 Florida Building Code,Section 16 W ind Load <br /> ASCE 7-10, Load Case: D+0.6W Aaron Biedenbach, P.E. <br /> Desi n Specifications FL PE#52949, FL EB 9394 <br /> Risk Category I OH PE 60756, OC#01893 <br /> Kzt 1 KY PE #20281, P#2463 <br /> Exposure Factor B IN PE#PE 19600322 <br /> Kd 0.85 FL CBC#060535,QB#22527 <br /> Kz 0.7 <br /> V 130 mph <br /> GCp-Gcpi 1.58 Zone 5, h<60 <br /> Wind Pressure 40.7 (psf) <br /> Cano Information <br /> Hei ht 5.00 ft <br /> W idth 18.17 ft <br /> Thickness 3.00 ft <br /> Distance rade to to 30 ft �1��������/i <br /> ���� ��E�EN '�. <br /> ```2, �N, E '�y . <br /> Wind Sheer Force 366.1 (Ib) �• •. ,,. <br /> Weight of Awning 818 (Ib) � p �;G • � <br /> Uplift Force= 895.8 (Ib) �Q �v 9 •:W� <br /> . o Y . W� <br /> � a • � Z � <br /> Total Tension Force = 2217.1 (Ib) ;i� ; Q. '� � <br /> :.'� ��: ��� <br /> � . F�pA .• �`�'`� <br /> equire row e ..���.• � <br /> Fastener size Nominal 3�g 3�g ����'S+S���Q►��b►� <br /> Minimum number of fasteners 14 14 s��io����a�!�� <br /> Sheer Force er fastener Ib 64.0 280 <br /> Tension Force er fastener Ib 158.4 352 <br /> Combination Tension and 0.68 <1 O.K. <br /> Sheer ratio <br /> THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART BELOW <br /> FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. <br /> WALL STRUCTURE ANCHOR TYPE <br /> BRICK HILTI HLC OR EQUAL SLEEVE ANCHOR,1-1l2'EMBEDMENT <br /> MINIMUM EDGE DISTANCE=2 BRICKS ANY DIRECTION <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS <br /> Panera Bread Zephyrhills Gall Blvd 18-2 awning 5/27/2013 <br />