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PROJECT INFORMATION <br /> Client Name: !'�nchor Sign � -� <br /> Proiect: � J Maxx it1194 � -� <br /> Location. 7320 Gall Boulevard ' ���� • <br /> Zephyhills, Florida 33541 � ENVtROMMENTAt i • <br /> A•C•T Proiect #: 10766.490 <br /> n��arnucruse <br /> wce ew� <br /> Df5lGN CRITERfA <br /> Wind Speed: 110 mph (3 second gust) 1875 WfST MAlN ST. <br /> Exposure: B BARTOW, FLORIDA 33830 <br /> Si�n Heisht: 24.83 ft FL C.O.A. No. 00008883 <br /> Importance Factor: 0.77 863.533.2000 (ph/ <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/SEI 7-OS www.a-o-t.com <br /> SlGN INFORMATION SI6N OIMEN510NS Area ( Z J <br /> Sign Tyqe: Directly Applied Letters Sign Shape Width= 4 feet 0 inches <br /> 16.00 <br /> SiRn Material Tvpe: Aluminum Height= 4 feet 0 inches <br /> Material Thickness: 14 Ga. rvote(s): <br /> Rectangular <br /> Design Thickness: 0 0641 inches <br /> Buildin� Facade: Dryvit over Metal Studs <br /> NCHOR /NfORMATION NCHOR CALCULATIONS <br /> AnchorTVpe: 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 32.00 Ibs <br /> Number Repuired: 5 anchors & 5 offsets per letter Tension Per Anchor =(Area*wind pressure)/# anchors 46.36 Ibs <br /> Install. Instructions: Provide 2x2 x 2" long aluminum angle offset at T&e each lette qnchor Check Equation: (ShearaPP11ed/Sheara„�no, +(T211510f1appl�ed�T2f151011anchor <br /> & dot. Total # of offsets required per anchor total above <br /> Anchor Value= 0.84 < 1.00 RESULT= • <br /> SI6N RENDERING GfNERAL NOTfS <br /> 1 AI! bolts shall have an AN51 Type 8 regular flot wosher at <br /> 4'-0" TJ Maxx the head and the nut. Washer not required where <br /> Individual Channel Letlers <br /> fabricated directly with bolt bead <br /> Internally Illuminatetl LED 2. Desiqn Standards: <br /> � 28 ' �� - Cold-Formed Steel Design ManuaC Latest Edition <br /> - Manual of Steel Construct�on (ASD): Latest Edition <br /> -Aluminum Design Manual: Spenfico[ions & Guidelinesfo� <br /> Aluminum Strucfures. iotes[ Edrt�on <br /> - Na[ional Design StandardJorWood <br /> Const�uction.�otestEdrtion <br /> 3. All buildmg mformotion provided by sign manujacturer <br /> 4. All anchon [o be mstalled per manufacturerspecifimtions <br /> 4'-0" <br /> , �.��N CALD <br /> � �,.... ♦ <br /> ��� Q �CF • � � <br /> . . • . <br /> : �; . <br /> • • Z• <br /> � '�'� • • r <br /> � � � � � � <br /> • � <br /> i � • � <br /> o • � <br /> • � � � � <br /> Y��1�• f ��������� <br /> �,.� �,,, •_.� � !� �� <br /> ♦ <br /> rt '�'���.��I 3� <br /> z/'fdtt�31 <br />