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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 /> 15'-8"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 /> �t � 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 15.67 ft <br /> Thickness 3.00 ft <br /> Distance rade to to 30 n t,�90��p�N BqC�' <br /> . / <br /> � <br /> W ind Sheer Force 366.1 (Ib) t�� Q' ��'����'• ' � <br /> NSE • � � <br /> Weight of Awning 705 (Ib) �� 'Z' :G� • � <br /> �� :v 9 ;' •� � <br /> Uplift Force= 794.5 (Ib) = Q � �� � <br /> � . � <br /> _ � V ` \ <br /> Total Tension Force= 1912.0 (Ib) `,�c � � o� C? ; <br /> � ? <br /> equire rovi e =�QOF.�F:OQ;��`��� <br /> 1 <br /> Fastener size Nominal 3/8 3/8 ��� �S S�('j�Q` `1, <br /> Minimum number of fasteners 14 14 ����5/d>l���� <br /> Sheer Force r fastener Ib 56.8 280 <br /> Tension Force er fastener Ib 136.6 352 <br /> Combination Tension and 0.59 <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 /> FOA 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,1-1/2'EMBEDMENT <br /> MINIMUM EDGE DISTANCE=2 BRICKS ANY DIRECTION <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS <br /> 5/27/2013 <br /> Panera Bread Zephyrhills 6nll Blvd 15-8 uw�ing <br />