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5-01-18 Icon Identity Solutions Sht 1 of 3 <br /> File: IconIdentSolut3010b.mcd <br /> ALL WORK SHALL COMPLY WITH PREVAILING <br /> CODES FLORIDA BUILDING CODE, <br /> Site: CVS Pharmacy NATIONAL ELECTRIC CODE, <br /> Location No.651 AND THE CITY OF ZEPHYRHILLS <br /> 37943 Eiland Boulevard ORDINANCES <br /> Zephyffi&,Florida 33542 <br /> Sign Type: 14"tall x 5"deep x 14'-10 7/16"overall length 'drive-thru pharmacy' LID channel letters with an overall length <br /> of 14'-10 7/16".Two(2)of these letter sets will be installed on this building replacing old style signs. <br /> Drawing No. 1805011 rev.A <br /> Design wind load based on the 2017 Florida Building Code,6th Edition(ASCE 7-10)using Exposure C and 150 mph wind speed. <br /> Design Wind Speed: (mph.) V:= 150.0 Based on Risk Category lI <br /> Velocity Pressure Coefficient at a Height of Less Than 25', Exposure C: Kz:= 0.94 Based on Table 30.3-1 <br /> Topographic Factor: Kzt:= 1.06 Based on Table 26.8-1 <br /> Wind Directionality Factor: Kd:= 0.85 Based on Table 26.6-1 <br /> Velocity Pressure: (PSF) qz:= 0.00256•Kz•Kzt•Kd•V qz=46.022 Based on 30.3-1 <br /> Combined External Pressure GCp(30.4-1)minus Internal Pressure GCpi(26.11-1) : GCComb:= 1.65 <br /> Load Combination Factor: LCF:= 0.60 Based on 2.4.1,Case 7 <br /> Design Pressure: (PSF) F:= qz•GCComb'LCF F=45.562 Use: WL:= 45.6 <br /> Design Snow Load: (PSF) SL:= 0.0 N/A REVIEW DATE ;' [C n <br /> CITY OF ZEPHYR ILLS <br /> PLAN EXAMINER <br /> Reference: Manual of Steel Construction,AISC 13th Edition. - •- <br /> Mounting Bolts: 18-8 Stainless Steel Fu=60.0 ksi.; Ft=20.00 ksi.; Fv=10.00 ksi. <br /> Reference: Hilti North American Product Technical Guide,Edition 17 <br /> Kwik Bolt TZ Expansion Anchor 4.3.4 Technical Data <br /> HLC SleeveAnchor 3.3.14 Technical Data <br /> Design Loads: Jeff L. Griffin <br /> Dead Load: (Based on the letter'm'.) <br /> Based on 4.5 lbs./sq.ft: ShrDL:= (1.17.1.17)•4.5 ShrDL=6.16 lbs. 12255 W. 167th St. <br /> Wind Load: (Based on the letter'm'.) MOkena, IL 6.0448 <br /> Directional: ShrWL:= L(1.17.2.67),I 5=0J�•WL ShrWL=59.354 lbs. `ejl{111111j/// <br /> l 12bGRIF�c�� <br /> Suction: SuctWL:= (1.17.1.17)•WL SuctWL=62.422 lbs. o <br /> Snow Load: (Based on the letter'e'.) } <br /> its® <br /> r ) � <br /> All Exposed Surfaces: ShrSL:= r(0.78.1.67)•I 5— -SL ShrSL=0 lbs. <br /> L \12 's;0 STATIE OF <br /> Combined Shear: <br /> Summation: (lbs.) ShrLtr:_ (ShrDL+ ShrWL)2+ (ShrSL+ ShrWL)2 ShrLtr=88.41)f fi 1l I I It" <br /> t/,r( <br />