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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 /> Drive Thru 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 /> 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 4.00 ft <br /> W idth 10.00 ft <br /> Thickness 4.00 ft <br /> �istance rade to to 3o ft 1���Q►g�EDF���� <br /> N .� <br /> W ind Sheer Force 390.5 (Ib) ���O� .•��N �� .4� � <br /> Weight of Awning 360 (Ib) ;��v��' '� = <br /> Uplift Force= 531.1 (Ib) � � : No ' :�� <br /> � � : � /�3 : W� <br /> Total Tension Force= 976.1 (Ib) �"� � �pTE� �:2� <br /> � <br /> p • � ���` �� <br /> equire rovi e =��•:�L O R �•� � <br /> Fastener size Nominal 3/8 3/8 ��i SS/ON A�- (�, <br /> Minimum number of fasteners 10 10 ���i,.,,�����l�� <br /> Sheer Force er fastener Ib 53.1 280 <br /> Tension Force er fastener Ib 97.6 352 <br /> Combination Tension and 0.47 <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 /> 2X WOOD BLOCKING ATTACHED TO WALL FRAMING 3/8'DIA.LAG BOLTS,3'EMBEDMENT THRU BLOCKING <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS <br /> Poriera Bread Zephyrhills Gall Blvd DT owning <br /> 5/27/2013 <br />