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4 p� <br /> 1 � <br /> : Job name �Centenrnal'Barik,south elevation ° "'—f <br /> Job# 07014ASA � `� <br /> Installation company:, Apple Sign&Awning LLC <br />� Installatio�location: 37741 Eiland Blvd.,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 ladding <br /> Type of structure: ,raceway mounted'L"Eb channel'letters ' _, <br /> Occupancy Category: II <br /> Ultimate design wind speed,figure C,FBC 2010,secUon 1609: 140� mph <br /> Wind stagnation pressure(qz)Table 1609.6.2(1)FBC 2010 50.2 psf <br /> Net Pressure Coeficient(C�et)from Table 1609.6.2(1) <br /> Components and cladding not in areas of discontinuity-walls nd 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 1.67�ft <br /> -maximum width of structure to be attached 13.57 ft <br /> -fill factor , _ 1.00, <br /> -projected area of each component to be attached 22.6 ft"2 <br /> -wind load -1237 Ibs <br /> -design limittension load perfastenerto 2S0 Ibs . <br /> -even number of fasteners minimum of 2= -6 <br /> -number of fasteners practically required due to structure sh pe 10'1 <br /> -weight of structure is approbmately 200 Ibs <br /> -design limit shear load per fastener to 250 Ibs <br /> -average shear load per fastener= 20 Ibs <br /> Mounting surface construction is: to be determmed , <br /> Use methods: 1 through 4 • � �s__� <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 /> -uitimate tested pull out load in hollow CMU=1 S00 Ibs <br /> -design pull out load=250 Ibs <br /> NOTE: Design assumes that fasteners are installed according to manufacturers <br /> instructions,using corred size drill. <br /> Method 2-Lag bofts into framing members. <br /> -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#10/24 rod= 100 pounds ultimate shear load= 50 pounds <br /> -uitimate tension load 1/4"rod= 270 pounds ultimate shear load= 200 pounds <br /> -uitimate tension load 3/8"rod= 680 pounds uitimate shear load= 510 pounds <br /> -ultimate tension load 1/2"rod= 1260 pounds uitimate shear load= 940 pounds <br /> Method 4-Masonry expansion anchor bolts. <br /> -use HILTI HL-H 3/8"x 3"Galvanized Sleeve Anchor,item no.00336253 p�o�r��o�`10ah�o� <br /> -ultimate tension load=450 Ibs o�,��` J:�������� <br /> NOTE: Design assumes that fasteners are installed according to manufaclurers �, �; � <br /> instructions,using corred size drill. `se �o .°�\Ci NS+�.w0 �oA <br /> �,a � <br /> Method5-1/4"x21/4"Tapcon410SS,partno.3369907 � a••�O 0044n$�1 �o � <br /> -depth of embedment in hollow cancrete bock= 1 1/4" o • ` <br /> -pullout strength=754 Ibs � �; � :� ^ <br /> -shear strength=1218 Ibs � ' o ;"� <br /> ��: n�: <br /> Method 6-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall �� : ST�TE OF o 4: <br /> -for a 3/8"HIT_A rod anchor with Hilti HIT HY20 epoxy embedment system with 3 3/8"of mbedment •"0 �• � •��(/`� <br /> -maximum allowable shear load=930 Ibs • <br /> -maximum allowable tensile load=775 Ibs rwr' s'` � ��`��`0eR <br /> NOTE:perfosrmance data frobm HdILT9web site load for a 3/16"rod=(1/4)(250)=65,use 5 ) ��iJ���q �';���� <br /> Method 7-#10 self tapping sheet metal screws or wood screws L.�'�/Z��� <br /> -design tension load=75 pounds i� 6 <br /> Methad 8-5/16-18 Riv-Nuts by"Atlas SpinTite part number AELS-518-312" <br /> -pull out strength in 0.125"aluminum sheet=3602 pounds <br /> -design tension load=75 pounds <br /> References: <br /> ASCE 7-10 <br /> Florida Building Code 2010 <br /> John J.Orlando PE LLC 0044089 <br /> 165 Old Ridge Road sheet: 2 of 2 <br /> Macon,GA 31211 <br /> (478)731-5394 <br /> �I <br />