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- 5-01-18 Icon Identity Solutions Sht.1 of 3 <br /> File: Icon1dentSolut3010b.mcd <br /> Site: CVS Pharmacy <br /> Location No.651 <br /> 37943 Eiland Boulevard <br /> Zephyrhills,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 II <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 DirectionalityFacsDr: Kd= 0.85 Based on Table 26.6-1 <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) : 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 <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'.) 12255 <br /> �� � W. <br /> � ��ry�� �t. <br /> Based on 4.51bs./sq.fL ShrDL= (1.17.1.17)•4.5 ShrDL=6.16 lbs. Q <br /> ftA <br /> Wind Load: (Based on the letter'm'.) 1 d I a Re rl a, IL 6.044�J <br /> � <br /> Directional: ShrWL:_ (1.17 2.67) (5.0)].—J111111111/ <br /> WL ShrWL=59.354 lbs. 1�� �F L.GR/F� <br /> 12 N'�'`� �-......._........ <br /> "• �� <br /> Suction: SuctWL= (1.17.1.17)•WL SuctWL=62.422 lbs. f''�a.®� <br /> o. <br /> Snow Load: (Based on the letter'd.) =�!` No. 1 <br /> All Exposed Surfaces: ShrSL:= L(0.78.1.67)•(5.0)].SL ShrSL=0 lbs. ® TA f� . <br /> Combined Shear: <br /> Summation: (lbs.) ShrLtr:_ (ShrDL+ ShrWL)2+ (ShrSL+ ShrWL)2 ShrLtr=88.403 <br />