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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 /> 4'-1"x 7'-2"Chili wall logo 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 6Q756, OC#01893 <br /> Kzt 1 KY PE #2.0281, 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 4.08 ft <br /> W idth 7.17 ft <br /> Thickness 0.67 ft �y y��►ei��� <br /> Distance rade to to 30 ft �,�a QQ,��E D El ye'' <br /> � <br /> � ..... C � <br /> Wind Sheer Force 110 17 (Ib) ���� �•��EN S •.� y � <br /> Weight of Sign 293 (Ib) �� Q :.; : � <br /> Total Sheer Force = 312.60 (Ib) � <br /> . _ <br /> 9 <br /> : Q • ��°y : W� <br /> � * • . t,l,� • <br /> � 3 : 2 : <br /> Total Tension Force = 1179.03 (Ib) ='� � P. � � <br /> = p '• �oa`°•'��``. <br /> .� <br /> eqwre rovi e � � '••••' \� <br /> Fastener size Nominal 3/8 3/8 ��i�S`S���p�'`11�` <br /> Minimum number of fasteners 10 10 sa�'� <br /> Sheer Force er fastener Ib 31.3 280 <br /> Tension Force per fastener Ib 117.9 352 <br /> Combination Tension and 0.45 <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 WIHY-20 ADHESIVE(3 1/2"EMBEDMENT) <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION <br /> INSTRUCTIONS <br /> Chilis 894 Zephyrhills 4-1 x 7-2 WS logo <br /> a»3rzo�s <br />
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