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18-19744
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18-19744
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Last modified
2/27/2019 12:02:07 PM
Creation date
2/27/2019 12:01:55 PM
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Building Department
Company Name
FEDJO REATLY CORP C/O CVS PHARMACY
Building Department - Doc Type
Permit
Permit #
18-19744
Building Department - Name
FEDJO REALTY CORP C/O CVS PHAMACY
Address
37943 EILAND BLVD
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5-01-18 Icon Identity Solutions Sht.1 of 2 <br /> File: Icon1dentSolut3010c.mcd <br /> Site: CVS Pharmacy <br /> Location No.651 <br /> 37943 Eiland Boulevard <br /> 7ephyrhills,Florida 33542 <br /> Sign Type: P-8 1/2"x 10'4"x 4"deep non-illuminated single face sign with 1/4"thick 'drive-thru pharmacy'copy for <br /> installation on the front elevation of the drive thni canopy. <br /> Drawing No. 1805012 rev.A <br /> Design loads are 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 20', Exposure C: Kz:= 0.90 Based on Table 30.3-1 <br /> Topographic Factor: Kzt:= 1.00 Based on Table 26.8-1 <br /> Wind DirectionalityFactor: Kd:= 0.85 Based on Table26.6-1 <br /> Velocity Pressure: (PSF) qz= 0.00256•Kz•Kzt•Kd•V2 qz=44.064 Based on 30.3-1 <br /> Combined External Pressure GCp(30.4-1)minus hitemal 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=43.623 Use: WL:= 43.7 <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 /> Design Loads: <br /> Dead Load: <br /> Based on 4.5 lbs./sq.ft.: ShrDL:= (1.71.10.33)•4.5 ShrDL=79.489 ]bs. <br /> Jeff L. Gnffin <br /> Wind Load: W. ���t�i S <br /> Directional: ShrWL:= L10.33 14=0JJ WL ShrWL= 150.474 lbs. � �/12255 t. <br /> 12 r�l®��t i�y �� 6.�``Y4V <br /> Suction: SuctSgn:= (1.71.10.33)•WL SuctSgn=771.93 ]bs. <br /> Snow Load: FtL'LRe4/;®/* <br /> 4"Deep Sign: ShrSL:= L10.33•I 4-0 I� SL ShrSL=0 ]bs. <br /> ` 12J ; a <br /> Combined Shear: <br /> 2 2 ef <br /> ` <br /> Summation: (lbs.) ShrSgn= (ShrDL+ ShrWL) + (ShrSL+ ShrWL) ShrSgn �7 �".19 <br /> N. <br /> Design of Mounting Bolts: p/®� AL <br /> Mounting Bolt Diameter: (in.) MntB]tDia:= 0.375 /t/ <br />
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