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Job name 'Corozal Restaurant <br /> Jot# O318C4S <br /> Sign company. jCraq 4 Signs' <br /> Installation location: §31Z,A.I Blvd:;Zep_hyrhills,fL 33642 <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: ECI�C letters on a b`aokei <br /> Occupancy Category. -Z=I <br /> Ultimate design wind speed,figure C,FBC 2017,section 1609: L,_140:Zl mph <br /> Wind stagnation pressure(qz)per 1609.6.3 FBC 2017 50.2 psi <br /> Net Pressure Coeficient(Cnet)from Table 1609.62(1) <br /> Components and cladding not In areas of discontinuity-walls and parapets -1.09 <br /> Wind Pressure -54.7 psi <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 2.67tR <br /> -maximum width of structure to be attached <br /> 2.67(R <br /> -fill factor Ly p,50, <br /> projected area of each component to be attached 3.6 R"2 <br /> -wind load -195 Ibs <br /> -design limit tension load per fastener to [7."7160 Ibs <br /> -even number of fasteners minimum of 2= -2 <br /> -number of fasteners practically required due to structure shape 41 <br /> -weight of structure Is approximately *�11'Ibs <br /> -design limit shear load per fastener to L,4150i Ibs <br /> -average shear load per fastener= 2.7 Ibs <br /> Mounting surface construction is: 10 Ge;ile`teim(ned "";"'"„`"'""'";""'r'�"'""•"""% <br /> Use methods: <br /> Method 1-liberty brand toggle bogs <br /> -use 3/8"x 6"long toggle bolts,hem no.386GOTM <br /> ultimate tested shear load in hollow CMU=3000 Ibs <br /> -ultimate tested pull out load in hollow CMU=1800 Ibs <br /> -design pull out load=250lbs <br /> NOTE:.Design assumes that fasteners are Installed according to manufacturer's <br /> Instructions,using correct size drill. <br /> Method 2-Lag bolts Into framing members. <br /> -use 318"galvanized lag bolts with at least 5"of embedment Into framing members. <br /> -allowable pull out load= 436 pounds <br /> -allowable tension load= 680 pounds <br /> Method 3-Through bolts into a blocking member. <br /> -use threaded steel rod Into a blocking member placed behind framing member. <br /> -ultimate tension load#1024 rod= 100 pounds ultimate shear load= 50 pounds <br /> -ultimate tension load 1/4"rod= 270 pounds ultimate shear load= 200 pounds <br /> -ultimate tension load 318"rod= 680 pounds ultimate shear load= 510 pounds <br /> -ultimate tension load 12"rod= 1260 pounds ultimate shear load= 940 pounds <br /> Method 4-Hiltl 318"x 3"Kwik Bolt TZ SS 304,Item number 387523 <br /> -ultimate tension load=1520lbs <br /> -allowable shear load=1685 Ibs <br /> NOTE:.Design assumes that fasteners are Installed according to manufacturers <br /> Instructions,using correct size drill. <br /> httpslAvww.hiai.coaVmedias/sys master/documents/hoc/9233455513630/rechnicaNnfoTmation-ASSET-DOC•LOG1543424 odf <br /> Method 5-Masonry screw anchors <br /> -use HILTI HUS-HR 6 with embedment of 1 W <br /> -ultimate tension load=966 Ibs design shear load=2540 Ibs <br /> NOTE:.Design assumes that fasteners are installed according to manufacturer's <br /> Instructions,using correct size drill. <br /> httpsJM1vww.hiNi lu/medias/sys master/documentslh6e/91077428511021ASSET OOC 2331142 APC RAW odf <br /> Method 6-1/4"x 2 1/4"Tapcon <br /> -depth of embedment in hollow concrete bock= 1 1/4" <br /> -pullout strength=754 lbs <br /> -shear strength=12181bs <br /> Method 7-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall <br /> -for a 3/8"HIT A rod anchorwdh Simpson Strong Tie SET-XP epoxy embedment system with 3 318"of embedment / <br /> -maximum allowable shear load=1145 Ibs <br /> -maximum allowable tensile load=1490 Ibs , <br /> -design tensile load=250lbs(design tensile load for a 3/16"rod=(114)(250)=65.use 50) \1 <br /> http:/Avww stronctie comloroducls/anchorsystems/adhesives/setxo/loads tension shear rod-rebar cmu Mmi <br /> Method 8-FastenMaster TlmberLOK 4"structural wood screw ('/i ,�q� ..... <br /> httpsJ/wvnv.fastenmasler com/products/timberiok•heaw-duly-vrood-screw hfml ♦e 4.7i eC ENs•_•�► ®�� <br /> -design tension load=150 pounds %♦♦ i <br /> Method 9-5116-18 Riv-Nuts by"Alias SpinTde part number AELS•516312" •ft s•� QQQQ08 : 00 <br /> -pull out strength in 0.125"aluminum sheet=3602 pounds �}• 9 • r <br /> -design tension load=75 pounds <br /> Method 10-1/4"fillet weld •�s- <br /> -design shear strength per lineal Inch ol'weld= 150 pounds <br /> design tension strength strength per lineal Inch of weld 150 pounds i O STATE OF •��`�`,, <br /> r W <br /> Method 11-Silicone adhesive(Loctlte SI 5640 or equivalent) ����.A" :-design lap shear strength with PVC=160 psi p' �`+ <br /> Mtp'lfi ••O enkeladhesivesna.corMrenkelna/10232 LT6691 SI 5640 Siliconessodf s • Re O 4�_,p♦, --- - <br /> Method 12-S-51 Attachment Solutions-mMetal roof clamp S-S-N ,Bd��i01VA� <br /> -allowable load= 669 pounds #pro <br /> https:lMM1w 5-comtrescurceslload-test-results/oamileLto-seaml?enormso--accent <br /> Method 13-3M VHB tape 4941 <br /> -allowable load/Inch= 50 pounds <br /> https9/multimedia.3m.comfm /medal3724890/adhesives-and-tayes-design-quide ptlf <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 31211sheet: <br /> (478)731-5394 <br /> podando@cox.net <br />