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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 /> 14'-4"Awning F 813-655-9814 <br /> Design per 2010 Florida Building Code, Section 16 Wind Load <br /> ASCE 7-10, Load Case: D+0.6W Aaron Biedenbach, P.E. <br /> D@SI 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 /> W ind Pressure 40.7 (psf) <br /> Cano Information <br /> Hei ht 5.00 ft <br /> W idth 14.34 ft <br /> Thickness 3.00 ft <br /> Distance rade to to 30 ft ' <br /> I�/1►/// /� <br /> Wind Sheer Force 366.1 (Ib) `������EDE eqc. <br /> W eight of Awning 645 (Ib) `� Q, ��� .�� �= <br /> Uplift Force= 741.9 (Ib) � °• N � * '� <br /> 2 �c . <br /> t O ;�G �?� � <br /> ` � •`i ' �� <br /> Total Tension Force= 1749.7 (Ib) = `� � t�O * � W� <br /> • OF . Z : <br /> . � <br /> eqwre rovi e �� •� �P p: C? � <br /> � • �1 �� <br /> Fastener size Nominal 3/8 3/8 � �Q �•, F L O�.' � � <br /> Minimum number of fasteners 12 �2 � �jC` �••••' �, �� <br /> Sheer Force er fastener Ib g�.g 280 -�,�s�FSS t�ONa�,l, <br /> Tension Force er fastener Ib 145.8 352 <br /> Combination Tension and 0.64 <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 EOUAL 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 /> Panera Breod Zephyrhills Gall Blvd 14-4 awning 5/27/2013 <br />