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18-20471
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18-20471
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Last modified
6/4/2019 10:01:24 AM
Creation date
6/4/2019 7:39:06 AM
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Building Department
Company Name
THE WOUND CENTER
Building Department - Doc Type
Permit
Permit #
18-20471
Building Department - Name
ASHINGTON MANAGEMENT LLC
Address
6215 ABBOTT STATION # 108
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,2 <br /> Encon.Services, Inc: <br /> Sign Design Calculations <br /> Job Description PREPARED BY: Encon Services, Inc. <br /> ADVENT HEALTH P.O. Box 3613 <br /> 6215 Abbotrt Station Dr. Apollo Beach, FL 33572 <br /> Zephyrhills,FL 33542 813-655-3373 <br /> AHS-LNIC-15-.GUST Wound Care Center F 813-655-9814 <br /> Design per Florida Building Code, 6th Edition(2017)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#PE 19600332 <br /> Kd 0.85 FL CBC#060535, QB#22527 <br /> Kz <br /> .98 <br /> V 0150 (mph) O�p' B'ED <br /> GCp-GCpi 1.4 Zone 5, H <60 Feet <br /> Wind Pressure 67.2 (psf) �` LICENSE �y <br /> #52949 <br /> Sign Information <br /> Height 1.25 (ft <br /> Width 1.25 (ft) ,o STATE OF <br /> Thickness 0.20 (ft) <br /> Distance grade to top 30 (ft) <br /> Wind Shear Force 10.08 (lb) <br /> Weight of Sign 10 (lb) DATE SIGNED: <br /> Total Shear Force = 14.20 (Ib) 10/18/2018 . <br /> Total Tension Force = 62.97 (Ib) <br /> Required Provided <br /> Fastener size(Nominal) #10 #10 <br /> Minimum number of fasteners 3 3 <br /> Shear Force per fastener(lb) 4.7 30 <br /> Tension Force per fastener(lb) 21.0 35 <br /> Combination Tension and 0.76 <1 O.K. <br /> Sheer ratio <br /> ATTACH USING THREADED ROD WITH HILTI HY-70 OR EQUAL EPDXY ADHESIVE <br /> PER WALL TYPE. <br /> 10/18/2018 <br /> Advent Health Zephyrhills 6215 Abbott station Drive AHS LNIC 15 CUST Wound c <br />
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