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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 /> 11'-6"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 /> �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 11.50 ft <br /> Thickness 3.00 ft �������� <br /> Distance rade to to so n `1`�t�`�pENBqc� <br /> . <br /> v .••••. -- <br /> Wind Sheer Force 366.1 (Ib) ��2��•�NS E ' � *+ <br /> Weight of Awning 518 (Ib) � O :�G ' � <br /> � � .„ �, �y; <br /> Uplift Force= 633.9 (Ib) � a : No �:� �,?W� <br /> a • . Z . <br /> Total Tension Force= 1403.2 (Ib) �* ' P ��' C? � <br /> _ . �o:� �� <br /> •� F�Da �. � 0 <br /> eqwre rov� e �� �'••••'� � <br /> Fastener size Nominal 3/8 3/8 <br /> '�FFSSI�Na�►��� <br /> Minimum number of fasteners 8 g ''s�'��I//!I���, <br /> Sheer Force er fastener Ib 79.2 280 <br /> Tension Force er fastener Ib 175.4 352 <br /> Combination Tension and 0.78 <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 APPAOPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. <br /> WALL STRUCTURE ANCHOR TYPE <br /> BRICK HILTI HLC OR E�UAL SLEEVE ANCHOR,1-1J2'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 Breud Zephyrhills 6all Blvd il-6 awning 5/27/2013 <br />