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PROJECT 1NFORMAT/ON <br /> Client Name: ��nchor Sign � -/ <br /> Proiect: fJ Maxx #1194 <br /> � J <br /> Location: 7320 Gall Boulevard ' ���� • <br /> ; ephyhills, Florida 33541 � ENwRONMENTA� a • <br /> NiFRABTRUCTURE <br /> A•C•T Proiect#: 10766.490 <br /> dIMCE 1Nl <br /> DESIGN CRITERIA <br /> Wind Sqeed: 110 mph (3 second gust) 1875 WEST MAIN ST. <br /> Exposure: B BARTOW, FLORIDA 33830 <br /> SiAn Hei�ht: 24.83 ft FL C.O.A. No. 00008883 <br /> Imqortance Factor: 0.77 863.533.2000 (phJ <br /> Wind Pressure: 14 49 psf 863.533.1991 (faxJ <br /> Building Code(s): Design & wind loads per the Florida Building Code 2007 with 2009 Supplements and ASCE/SE! 7-OS www.a-c-t.com <br /> SIGN INFORMATION 516N DIMENSIONS Area ( Z ) <br /> Sisn Tvpe: Directly Applied Letters Sign Shape Width= 2 feet 1 inches <br /> 3.41 <br /> SignMaterialTVpe: Aluminum Height= 5 feet 3 inches <br /> Material Thickness: 14 Ga. Note(s�: - <br /> Round <br /> DesiRn Thickness: 0.0641 inches <br /> BuildinQ Facade: Dryvit over Metal Studs <br /> NCHOR 1NFORMAT/ON NCHOR CAICULATIONS <br /> AnchorTvqe: 3/8" through bolt with a standard washer through 2x2 Allowable Shear Value 50.0 Ibs/anchor <br /> aluminum angle offset & Dryvit to 2x2 aluminum Allowable Tension Value 228.4 Ibs/anchor <br /> angle behind wall at top & bot. of letters Shear Per Anchor =(Area*lOpsf) /# anchors 1136 Ibs <br /> Number Reouired: 3 anchors & 3 offsets Tension Per Anchor =(Area*wind pressure)/# anchors 16.46 Ibs <br /> Instali. Instructions: Provide 2x2 x 2" long aluminum angle offset at 7&B each lette qnchor Check Equation: (ShearaPP11ea/Shear,,,�no, +(T2f1510flapplied�enS�Onanchor <br /> & dot. Total # of offsets required per anchor total above <br /> Anchor Vaiue= 0.30 < 1.00 RESULT= • <br /> SI6N RENDERING GEMERAL NOTES <br /> 1. All bolts sholl have an AN51 Type B regulor flat wosher at <br /> 4'-0' TJ Manx -1 the head and the nut Washer not required where <br /> Indr�idual Chanrvel Lelters <br /> fab�itated direc[ty with bolt head. <br /> Intamally Illummated LED <br /> 128-89 sqR 2 Desiqn Standards. <br /> � � � -COId-FOrmedSteelDevgnManual:LOtestEdit�on <br /> - Man ual of Steel Construct�on (ASD): Latest Edition <br /> -Aluminum Design Monual: Specif¢otions & Guidehnes for <br /> Aluminum Structures Lates[ EdRion <br /> - Notionol Design Standard forWOOd <br /> Construction. Catest Editan <br /> 3. AN building mjormation provided by sign manufocturer <br /> 4. All onchors to be �nstalled per manufocturer specifico[ions <br /> 5'-3" <br /> ,..� -•. <br /> , ���. P �,,{a CAL��,��� <br /> �•',,� • • • � % <br /> . • <br /> w • : " <br /> .a• - <br /> � c�'= . � <br /> � rn - <br /> ' z' <br /> 3 • - <br /> � •�. <br /> . .�• <br /> � � � <br /> . •� � <br /> s(��,�. � _ (���f .: � ,w <br /> U •' • <br /> �, <br /> ••, /� � � <br /> i� �� <br /> �,.;��1`�'O�� , <br /> 2'h'�i��l <br />