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5-01-18 Icon Identity Solutions Sht.1 of 5 <br /> File: lcon1dentSolut3010amcd <br /> Site: CVS Pharmacy <br /> Location No.651 <br /> 37943 Eiland Boulevard <br /> Zephyrhills,Florida 33542 <br /> Sign Type: 2'-6"x 3'-21/16"x 5"deep LED channel heart to the left of 2'-6"tall x 5"deep 'CVS' LED channel letters <br /> stacked over 1'-15/8"tall x 5"deep 'pharmacy LED channel letters with a combined overall height of <br /> 5'-0 9/16"and length of 10'4 1/16".Two(2)of these logo/letter sets will be installed on this building <br /> replacing old style signs. <br /> Drawing No. 1805010 rev A <br /> Design loads based on the 2017 Florida Building Code,6th Edition(ASCE 7-10)using Fxposure C and 150 mph wind speed <br /> Design Wind Speed: (mph.) V:= 150.0 Based on Risk Category U <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:= 1.00 Based on Table 26.8-1 <br /> Wind DirectionalityFarlor: Kd:= 0.85 Based on Table26.6-1 <br /> Velocity Pressure: (PSF) qz= 0.00256•Kz.Kzt.Kd•V2 qz=46.022 Based on 30.3-1 <br /> Combined External Pressure GCp(30.4-1 )minus Internal Pressure GCpi(26.11-1} : GCCpmb:= 1.65 <br /> Load Combination Factor: LCF= 0.60 Based on 2.4.1,Case 7 <br /> Design Pressure: (PSF) F= gz•GCComb-LCF F=45.562 Use: WL:= 45.6 <br /> Design Snow Load: (PSF) • SL:= 0.0 N/A <br /> Reference: Manual of Steel Constriction,AISC 13th Edition. <br /> Mounting Botts: 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 /> Kwilc Bolt TZ Expansion Anchor 4.3.4 Technical Data <br /> HLC S1eeveAnchor 3.3.14 Technical Data Jeff L, Griffin <br /> Design Loads for the Heart Logo: 1 5 W. °' 7 L h St. <br /> Dead Load: t L fi, 4 <br /> 48 <br /> Based on 4.5 lbs./sq.ft.: ShrDL:= (2.5-3.17)•4.5 ShrDL=35.663 lbs. <br /> Wind Load <br /> %r,d%lllllJ//P��/ <br /> Directional: S.0 lbs. �t` 1tiFF.L;GR/F /sf <br /> ShrWL:=[3.17-(— WL ShrWL=60.23 �� !,y sir <br /> 12 � <br /> Suction: SuctWL= (2.5.3.17)•WL SuctWL=361.38 lbs. <br /> Snow Load: <br /> 1 j TA,TC <br /> 5"Deep Heart: ShrSL:= [3.17. 5 0 )I SL ShrSL=0 lbs. <br /> JJ <br /> 12 <br /> J/Jdlli%it <br />