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Job name tL_atiFo_D Food M�arXet <br /> Job# 10820C4S <br /> Sign company: lCrazy,4 Signs <br /> Installation location: 'LqlAl 11 Blvd., lls,,EL 2@ <br /> qa �2'hyloU <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: Efi6jEhFo`uiiiad_[ff­D•—cfl <br /> Occupancy Category: <br /> Ultimate design wind speed,figure C,FBC 2017,section 1609: 1, 140 mph <br /> Wind stagnation pressure(qz)per 1609.6.3 FBC 2017 502 psf <br /> Net Pressure Coeficient(Cnet)from Table 1609.6.2(1) <br /> Components and cladding not in areas of discontinuity-wails 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 <br /> -maximum width of structure to be attached <br /> -fill factor L tool <br /> -projected area of each component to be attached 3.5 ItA2 <br /> -wind load -193 lbs <br /> -allowable tension load per fastener to =�E I bs <br /> -even number of fasteners minimum of 2= -2 <br /> -number of fasteners practically required due to structure shape bs <br /> -weight of structure is approximately :s <br /> -allowable shear load per fastener to <br /> -average shear load per fastener= 2.6 lbs <br /> Mounting surface construction is: o iYbe ci—eterrr <br /> Use methods: 31,through 7 <br /> Method 1-1/4"A36 Threaded rod or GR2 through bolts into a blocking member. CM CW Z <br /> safe working tension load= 160 pounds MGM 70,A Z <br /> safe working shear load 200 pounds <br /> http://www.derose.nettsteve/resources/engtables/bolts.htmi <br /> Method 2-Lag bolts into framing members. <br /> -use 1/4"galvanized lag bolts with at least 3"of embedment into framing members. <br /> -allowable pull out load= 225 pounds <br /> http://www.siegefiles.outlands.org/Construction%2OP[ansfTables,%20References`/`20and`/`2OBestO/o2OPractices/Fasteners/Laq%2OScrew%2 <br /> Method 3-114"toggle bolts <br /> ultimate tested shear load in hollow CMU=$30 Itis <br /> ultimate tested pull out load in hollow CMU=1300 lbs <br /> allowable pull out load=250 lbs <br /> NOTE:.Design assumes that fasteners are installed according to manufacturer's <br /> instructions,using correct size drill. <br /> http:/Avww,bamhillbolt.com/specsrroggleBoitPerform.htm <br /> Method 4-Hilfi 14' KvAk Solt with 2 1/2'embedment <br /> allowable loads in grout filled cmu <br /> allowable tension load=150 lbs <br /> allowable shear load=380 lbs <br /> NOTE:.Design assumes that fasteners are installed according to manufacturers <br /> instructions,using correct size drill. <br /> https.,//www,hilti,conVmedias/sys masterldocu ents/hO6/9l76315265054rrechnical4nfbrmation-ASSET-DOC-LOC-3009635.pd <br /> Method 5-1/4"Tapcon with 1 3/4"embedment %% �G•E N9...... <br /> "- ;O <br /> depth of embedment in hollow concrete bock= 1 1/4" 4i <br /> C) <br /> allowable tension strength=250 lbs <br /> allowable shear strength=620 lbs <br /> No 0044089 • lo <br /> https://www.itwredhead.com/p,ortals/0ffmproducteatalog/documents/ roducts/371tapcontechnjcal <br /> Method 6-#14 self tapping sheet metal screws to min 18ga steel or 0.099'aluminu ticr <br /> htti)://www,itwbuildex.com pdf/teks select datasheet.pd <br /> -allowable tension(pull out)load=400 pounds STATE OF <br /> 4b <br /> Method 7-1/4"wood screws in 1/2"plywood <br /> https-://www.zillarao.com/Pottals/0/Documents/PDF/Screw%20Pult-out.pd <br /> -allowable tension load=150 pounds <br /> References: <br /> ASCE 7-10 <br /> The 6th Edition(2017)of the Florida Building Code <br /> John J.Orlando PE LLC 0044089 <br /> 165 Old Ridge Road <br /> Macon,GA 31211 sheet: E3:9—f_3 —, <br /> (478)731-5394 <br /> ijodando@cox.net <br />