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EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> JSA Medical Group 2272 Jaudon Road <br /> 5528 Gall Bivd. Dover, FL 33527 <br /> Zephyrhills, Florida 813-655-3373 <br /> 1'-6" x 16'-1" raceway wall sign F 813-655-9814 <br /> Design per 2007 Florida Building Code, 2009 supplement, Section 16 Wind Load <br /> ASCE 7-05 Aaron Biedenbach, P.E. <br /> Desi 11 S ecifications FL PE #52949, FL EB 9394 <br /> Importance Factor 1 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, G1B #22527 <br /> Kz 0.7 <br /> V 120 (mph) <br /> GCp-GCpi 128 Zone 4, H< 60 Feet <br /> Wind Pressure 28.1 (psf) <br /> Si n Information <br /> Hei ht 1.50 ft <br /> W idth 16.08 ft <br /> Thickness 1.00 ft <br /> Distance rade to to 30 ft <br /> �r,►r►iii,,� <br /> ��� O �EDENe q '�. <br /> W ind Sheer Force 42.11 (Ib) �� L+ �i <br /> Weight of Sign 241 (Ib) `�� ���• �N S E�•, y� <br /> • G • � <br /> Totai Sheer Force = 244.85 (Ib) � �� � .; �s � d � <br /> � <br /> . � • No � <br /> Total Tension Force = 677.18 (Ib) � : � �� /� <br /> : * ' stp��o : � <br /> equir rovi e = ••�. � � � a� `�� <br /> Fastener size Nominal 3/8 3/8 ;,� • • • • • � <br /> Minimum number of fasteners 8 g �i �FSS I pNP� <br /> Sheer Force er fastener Ib 30.6 280 /II / I I <br /> Tension Force er fastener Ib 84.6 352 <br /> Combination Tension and 0.35 <1 O.K. <br /> Sheer ratio <br /> FASTENER TO BE 3/S" DIA. A36 ALL-THREAD THRU UNI-STRUT BRACING ACROSS BACK OF WALL FRAMING <br /> USE: HILTI HS-156-12 OR EQUAL UNI-STRUT BRACING ACROSS BACK OF WALL FRAMING <br /> (UNI-STRUT MUST CROSS ATLEAST (2) FRAMING MEMBERS � EA. THREADED ROD) <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION <br /> INSTRUCTIONS <br /> 7/29/2011 <br /> JSA Medicnl 6roup Zephyrhills 16-1 RW wall sign <br />