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13-14498
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13-14498
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Last modified
6/12/2014 9:13:46 AM
Creation date
6/12/2014 9:13:41 AM
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Building Department
Company Name
CHILI'S BAR & GRILL
Building Department - Doc Type
Permit
Permit #
13-14498
Building Department - Name
CHILI'S BAR & GRILL
Address
7643 GALL BLVD
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EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> Chili's#894 2272 Jaudon Road <br /> 7643 Gall Blvd. Dover, FL 33527 <br /> Zephyrhills, Florida 813-655-3373 <br /> 5'-9 3/16"raceway wall sign 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 /> Design Specifications FL PE#52949, FL EB 9394 <br /> Risk Category II OH PE 60756, OC#01893 <br /> Kzt 1 KY PE #20281, P#2463 <br /> Exposure Factor C IN PE#PF 19600332 <br /> Kd 0.85 FL CBC#060535, QB#22527 <br /> Kz 0.98 <br /> V 150 (mph) <br /> GCp-GCpi 1.4 Zone 5, H<60 Feet <br /> Wind Pressure 67.2 (psf) <br /> Si n Information <br /> Hei ht 2.26 ft <br /> W idth 5.77 (ft <br /> Thickness 1.00 ft �'y������Dvo���i <br /> Distance grade to top 30 ft �S Q� F/�I <br /> o� � s��n�� � � <br /> Wind Sheer Force 91 09 (Ib) o��,�„�'����G E N S� �•�fy� <br /> Weight of Sign 130 (Ib) � � % No 5294 • <br /> \ � � f�d � �= <br /> Total Sheer Force = 159.06 (Ib) � .� . " <<yW . <br /> �.?� % STA � : 4l� <br /> Total Tension Force = 525.57 (Ib) ��.��'• � O R��'� �?��` <br /> . <br /> � ���a��� �� ,,�� <br /> equire rovi e �,. s/0(�A�, ► <br /> Fastener size Nominal 3/8 3/8 ����s////I���(, <br /> Minimum number of fasteners 6 6 <br /> Sheer Force per fastener Ib 26.5 280 <br /> Tension Force per fastener Ib 87.6 352 <br /> Combination Tension and 0.34 <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 /> WOOD BLOCKING LAG BOLT(3"EMBEDMENT)THROUGH BLOCKING <br /> EIFS OVER 518"PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE <br /> HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1/2'EMBEDMENT) <br /> SOLID CONCRETE WEDGE ANCHOR(2-112"EMBEDMENT) <br /> CMU,SOLID CONCRETE,BRICK HILTI HIT ROD W/HY-20 ADHESIVE(31/2"EMBEDMENT) <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION <br /> INSTRUCTIONS <br /> Chilis 894 Zephyrhills 5-9 RW <br /> 8/13l2013 <br />
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