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� <br /> � Job name �Centennial°Ba'nk,ea's"t"elevation ,"'�'""'""` _ "`�"� <br /> �±ob# �06914ASA ,,, � ; � <br /> Installation company� �Apple Sign&Awning ClC ° i <br /> Installation location: �37741 Eiland'Bivd. Zephyrhills,FI 33542 ' � ' _- € <br /> Section 1609.6.4.4.1 of Florida Building Code 2010 applies. <br /> Application of wind pressures using the altemative all heights method for components and cladding <br /> Type of structure: (raceway mounted'LED channel I'etters;w' "�""'�"' '�a�"�';�"��'� <br /> Occupancy Category• �""�II'�; <br /> Ultimate design wind speed,figure C,FBC 2010,section 1609: �0�'�? mph <br /> Wind stagnation pressure(qz)Table 1609.6.2(1)FBC 2010 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 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 �� 1.33 ft <br />� -maximum width of structure to be attached 10.39 ft <br /> i -fiil factor 'I.00 <br /> -projected area of each component to be attached 13.8 ft"2 <br />', -wind load -758 Ibs <br /> -design limit tension load per fastener to �_2'S0'31bs <br />' -even number of fasteners minimum of 2= -4 <br /> -number of fasteners practically required due to structure sh pe �a 8� <br /> -weight of structure is approximately 200 Ibs <br /> -design limit shear load per fastener to 250 Ibs <br /> -average shear load per fastener= 25 Ibs <br /> Mounting surface construction is: rto be dete�mined -° <br /> Use methods: 1 through 4 � � . . ! <br /> Method 1-Liberty brand toggle bolts <br />' -use 3/S"x 6"long toggle balts,item no.38600TM <br /> -ukimate tested shear load in hollow CMU=3000 Ibs <br /> -ultimate 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 to manufacturer's <br /> instructions,using correct size drill. <br /> Method 2-Lag bolts into framing members. <br />'I -use 3/8"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#10124 rod= 100 pounds ultimate shear load= 50 pounds <br /> -uitimate tension load 1/4"rod= 270 pounds ultimate shear load= 200 pounds <br /> -ultimate tension load 3/8"rod= 680 pounds ultimate shear load= 510 pounds <br /> -ultimate 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/S"x 3"Galvanized Sleeve Anchor,item no.00336253 <br />� -ultimate tension load=450 Ibs <br /> NOTE: Design assumes that fasteners are installed according to manufacturer's - <br /> instructions,usingcorrectsizedrill. e 0`,,,�se�e�+s����', � <br /> Methad 5-1/4"x 2 1/4"Tapcon 410 SS,part no.3369907 `p4 � •�•. o�TC I� <br /> -depth of embedment in hollow concrete bock= 1 1/4" � � °•R• �• �/ � <br />' -pullout strength=754 Ibs oe O :'��G E N 5�.�O �s, <br /> o � : L <br /> .�o m <br />', -shear strength=1218 Ibs � %a �O 004408g ; o <br />' Method 6-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall e �: �,� �; <br />�� -for a 3/8"HIT A rod anchor with Hilti HIT HY20 epoxy embedment system with 3 3/8"of mbedment : * <br />, -maximum allowable shear load=930 Ibs �'0: :�d <br /> -maximum allowable tensile load=775 Ibs �p° STATE � • <br /> -design tensile load=250 Ibs(design tensile load for a 3/16"rod=(1/4)(250)=65,use 5 ) ��� � �F %��s <br />�I NOTE:performance data from HILTI web site �s T�e e� O 1 O�.���; <br /> Method 7-#10 self tapping sheet metal screws or wood screws �e�s ss���'�'°°�•��O�►, <br /> -design tension load=75 pounds B/e�,��Fl;�,�0� <br /> Method 8-5/16-18 Riv-Nuts by"AUas SpinTite part number AELS-518-312" <br /> -pull out strength in 0.125"aluminum sheet=3602 pounds <br /> -design tension load=75 pounds <br /> sheet:2 0� f 2� <br /> References: <br /> ASCE 7-10 <br /> John J.Orlando PE LLGF��4���ilding Code 2010 � �� / � <br /> 165 Old Ridge Road <br /> Macon,GA 31211 <br /> (476)731-5394 <br /> � <br />