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13-14325
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13-14325
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Last modified
7/28/2014 8:22:29 AM
Creation date
7/28/2014 8:22:28 AM
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Building Department
Company Name
TOWNVIEW RETAIL LLC/CO STOLTZ
Building Department - Doc Type
Permit
Permit #
13-14325
Building Department - Name
TOWNVIEW RETAIL LLC/CO STOLTZ
Address
7346 7348 GALL BLVD
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EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> Ross#1612 2272 Jaudon Road <br /> US Hwy 301 &Pretty Pond Rd. Dover, FL 33527 <br /> Zephyrhills, Florida 813-655-3373 <br /> 6'-0" Ross letters 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 II OH PE 60756,OC#01893 <br /> Kzt 1 KY PE #20281, P#2463 <br /> Exposure Factor B IN PE#PE 19600332 <br /> Kd 0.85 FL CBC#060535,QB#22527 <br /> Kz 0.76 <br /> V 150 (mph) <br /> GCp-GCpi 1.28 Zone 4, H<60 Feet <br /> Wind Pressure 47.6 (psf) <br /> Si n Information Per Letter <br /> Hei ht 6.00 ft <br /> Width 6.00 ft 'v�,����'' <br /> Thickness 1.00 ft g��� g�EDEN ��� <br /> Distance rade to to 40 ft ,�� Q, eqc� � <br /> ,�, � �....� � <br /> � 0 �•GENSF •• � <br /> Wind Sheer Force 171.46 (Ib) �� Q ;� � * = <br /> Weight of Sign 288 (Ib) `Q ; NoS� • � <br /> . � <br /> Total Sheer Force = 335.18 (Ib) �* ; '� � � W� <br /> Total Tension Force = 1028.77 (Ib) �� �' � ,�� a� �.'��� <br /> � '•....•' �i� � <br /> ► � <br /> eqwre row e '�FSSIONp�' ��� <br /> Fastener size Nominal 3/8 3/8 '���/IS/�/d'��' <br /> Minimum number of fasteners er letter 5 5 <br /> Sheer Force er fastener Ib 67.0 280 <br /> Tension Force er fastener Ib 205.8 352 <br /> Combination Tension and 0.82 <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 5/8"PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE <br /> HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1/2'EMBEDMEN� <br /> SOLID CONCRETE WEDGE ANCHOR(2-1Y2'EMBEDMEN� <br /> CMU,SOLID CONCRETE,BRICK HILTI HIT ROD WMY-20 ADHESIVE(3 1!2'EMBEDMENT) <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS <br /> Ross 1612 Zephyrhills 6-0 LTRS <br /> 6/3/2013 <br />
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