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r:�. <br /> ;- : . . <br /> Job;name ^ SunnNail'BSpa'"""°�°° +-"—'"� <br /> Job# 06415ASA �� , <br /> Installa6on company: �Apple Sign&Avming LLC <br />' Installation IocaGon: �6013 Gall Blvd.,Zep�rhilis,FI 33542 _ _ p,_,.,,���,,,,,,� <br /> Section 1609.6.4.4.1 of Florida Building Code 2014 applies. <br /> Applica6on of wind pressures using Ute altema6ve all heights method for wmponents and Gadding <br /> Type of sVUCture: raceway mounted LED channel Iette�s` '"°""��""°___�...__._.m._____..v_.._.__, <br /> Occupancy Category: [`�'ll—'�; <br /> Ultimate design wind speed,figure C,FBC 2014,section 1609: j'�14�0 j mph <br /> Wind stagnation pressure(qz)Table 1609.6.2(1)FBC 2014 502 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 behvean wall and sWdure,pulling structure away from wall <br /> Load carried by tension in fasteners connecting sWcture to wall <br /> -maximum height of structure to be attached 1.42 ft <br /> -maximum width of structure to be attached 14.33 ft <br /> -fill factor 1.00 <br /> -projected area of each component to be attached 20.3 ft"2 <br /> -wind load -1111 Ibs <br /> -design limit tension load per fastener to �'250 Ibs <br /> -even number of fasteners minimum of 2= -6 <br /> -number of fasteners practically required due to sWdure shape 8� <br /> -weight of sWcture is approximately 200 Ibs <br /> -design limit shear load per fastener to L 125�Ibs <br />, -average shear load per fastener= 25 Ibs <br /> Mounting surface wnsWction is: jto be detertnined�"��'— �"'��� <br /> U s e me thods: �1 t,_hrou gh 4 _� <br /> Method 1-Liberty brand toggle bolts <br /> -use 3/8"x 6"long toggle bolts,item no.38600TM <br /> -ultimate tested shear load in hollow CMU=3000 Ibs <br /> -ullimate tested pull out load in hollow CMU=1800 Ibs <br /> -design pull out load=250 Ibs <br /> NOTE: Design assumes that fasteners are installed according ta manufacturers <br /> instructions,using cortect size drill. <br /> Method 2-Lag bolts into framing members. <br /> -use 3/B"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 bolls into a blocking member. <br /> -use threaded steei rod into a blocking member placed behind framing member. <br /> -ullimate tension load#10/24 rod= 100 pounds ul6mate shear load= 50 pounds <br /> -ullimete tension load 1/4"rod= 270 pounds ultimate shear load= 200 pounds <br /> -ultlmate tension load 3/B"rod= 680 pounds ultlmate shear load= 510 pounds <br /> -ulfimate tension load 1!2"rod= 1260 pounds ultimate shear load= 940 pounds <br /> Method 4-Masonry expansion anchor bolts. <br /> -use HILTI HL-H 3/8"x 3"Galvanized Sleeve Mchor,item no.00336253 " <br /> -ultimate tension load=450 Ibs <br /> NOTE: Design assumes that fasteners are installed according to manufacturers <br /> insWctions,using correct size drill. <br /> Method 5-3/8"x 5"Simpson SVOnglie Titen HD in hollow CMU d�eo s e a�nea�� <br /> -allowable tension toad=720 Ibs �e! Aee <br /> -allowable sh9 ar load=1240 Ibs ���� �o o�����v9��vs <br /> NOTE: Desi n assumes that fasteners are installed according to manufadurers 0� <br /> insWctlons,using correct size drill. a� � .°�`G��(s°°.�� A� <br /> http:/N,Mnv.stronotie.com/products/anchorsvstems/mechanicaVtiten-hdlloads cmuhollow tenshear html ��o � o� � � oa o �r <br />, Ge j <br /> Melhod6-1/4"x21/4"Tapcon410SS,paRno.3369907 � E�O QQ�`}�$9 � +� <br /> -depth of embedment in hollow wncrete bock= 1 1/4" � .�e� '� ,� � <br /> -pullout strength=7541bs ° . <br /> -shear sVenglh=1218 Ibs ° � � <br /> Method 7-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall m� °, STA7 E �F .•�L/� <br /> -for a 3/8"HIT_A rod anchor with Simpson Strong Tie SET-XP epoxy embedment system with 3 3/B"of embedment � � • �� � <br /> -maximum allowabie shear load=1145 Ibs �m �'a� , <br /> -maximum allowabie tensile load=1490 Ibs op� ���� O�,o Q e f���o <br /> -design tensile load=250 Ibs(design tensile load for a 3/16"rod=(1/4j(250j=65,use 50) ' ,�o• �`v <br /> http�/Mnvw stronqtie wm/oroducts/anchorsvstems/adhesives/setxolloads tension-shear rod-rebar cmu html ��,��e�p,A 6 �`,�� <br /> / a��Wb' e <br /> Method 8-#10 self tapping sheet metal screws or wood screws BQ���p <br /> -design tension load=75 pounds <br /> Method 9-5/1618 Riv-Nuts by"Atlas SpinTite part number AELS-518-312" a / <br /> -pull out sVength in 0.125"aluminum sheet=3602 pounds /�/6 <br /> -design tension load=75 pounds /���` � <br /> Method 10-1/4"filletweld % �' <br /> -design shear sVength per lineal inch of weld= 150 pounds �� <br /> -design tension sVength sVength per lineal inch of weld 150 pounds <br /> Method 11-Silicone adhesive(Loctite SI 5640 or equivalent) <br /> -design lap shear sVength with PVC=160 psi <br /> http•//henkeladhesivesna commenkelna/10232 LT6691 SI 5640 SiliconeSS pdf <br /> References: <br /> ASCE 7-10 <br /> The 5th Editlon(2014j of the Florida Building Code <br /> John J.Orlando PE LLC 0044089 <br /> 165 Old Ridge Road sheet: �3'of 3 1. <br /> Macon,GA 31211 <br /> (478)731-5394 <br />