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Job name Riverside Seafood market&Restaurant <br /> Job# 110119C4S <br /> Sign company: Crazy 4 Signs <br /> Installation location: Is347 Gall Blvd.,Zephyrhills 54, FL 332 <br /> Section 1609.6.4 of Florida Building Code 2017 applies. <br /> Application of wind pressures using the alternative all heights method for components and cladding <br /> Type of structure: L1 S'thick H.D.foam sanblasted sign»and Gemini modedTplastic letters <br /> Occupancy Category: t II <br /> Ultimate design wind speed,figure C, FBC 2017,section 1609: ; 140J; mph <br /> Wind stagnation pressure(qz)per 1609.6.3 FBC 2017 50.2 psf <br /> Net Pressure Coeficient(Cnet)from Table 1609.6.2(1) <br /> Components and cladding not in areas of discontinuity-walls and parapets -1.09 <br /> Wind Pressure . -54.7 psf <br /> Wind load applied between wall and structure, pulling structure away from wall <br /> Load carried by tension in fasteners connecting structure to wall <br /> -maximum height of structure to be attached 3.67'ft <br /> -maximum width of structure to be attached 8.00`ft <br /> -fill factor 0.60; <br /> -projected area of each component to be attached 17.6 ft^2 <br /> -wind load _-963 Ibs <br /> -design limit tension load per fastener to � 000 Ibs <br /> -even number of fasteners minimum of 2= -10 <br /> -number of fasteners practically required due to structure shape 10 <br /> -weight of structure is approximately 261 Ibs <br /> -design limit shear load per fastener to i�100 j Ibs <br /> -average shear load per fastener= 2.6 Ibs <br /> Mounting surface construction is: jto be determined <br /> Use methods: [Simpson StrongTie SET-XP epoxy <br /> -Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall <br /> -for a 3/8"rod anchor with Simpson Strong Tie SET-XP epoxy embedment system with 2 3/8"of embedment <br /> -maximum allowable shear load=1145 Ibs <br /> -maximum allowable tensile load=2260 Ibs <br /> -design tensile load for a 1/4"rod= 100 Ibs <br /> http://embed.widencdn.net/pdf/plus/ssttoolbox/cip9g2dt8a/C-A-2018-SET-XP-designinfo.pdf <br /> References: <br /> ASCE 7-10 <br /> The 6th Edition(2017)of the Florida Building Code <br /> ��,o4�aacr4av»Qo <br /> s �•-���' sheet: 3 of 3 <br /> �. O044089 .o <br /> �"0 o s <br /> John J. Orlando PE LLC 0044089 �•v ST'AT <br /> OF <br /> 165 Old Ridge Road <br /> Macon, GA 31211 ��•lip <br /> (478)731-5394 f • <br /> jjorlando@cox.net Aso©sea®a anode <br />