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PROJECT INFORMATtON <br /> Client Name: Anchor Sign � -i <br /> Proiect: — J Maxx #1194 <br /> � J <br /> Location: �320 Gall Boulevard ' �i�� • <br /> � ephyhills, Fiorida 33541 � ENwRONYENTw� a • <br /> A•C•T Proiect #: 10766.490 <br /> u�Fw►arnucTUae <br /> iMlCf 1M <br /> Df516N CRITERIA <br /> Wind Sqeed: 110 mph (3 second gust) 1875 WEST MAIN ST. <br /> Exposure: B BARTOW, FLORIDA 33830 <br /> Si�n Heiaht: 24.83 ft FL C.O.A. No. 00008883 <br /> Importance Factor: 0.77 863.533.2000 (phJ <br /> Wind Pressure: 14 49 psf 863.533.1991 (foxJ <br /> Building Code(5): Design & wind loads per the Florida Building Code 2007 with 10095upplements ond ASCE/SEl7-OS www.a-c-t.com <br /> SlGN INFORMATION SIGN DfMENSlOA15 Area z ) <br /> SiRn Tvpe: Directly Applied Letters Sign Shape Width= 1 feet 4.5 inChes <br /> 1.48 <br /> Sisn Material Tvpe: Aluminum Height= 1 feet 4.5 inches <br /> Material Thickness: 14 Ga. Note(s/: - <br /> Round <br /> Desi�n Thickness: 0.0641 inches <br /> Buildin� Facade: Dryvit over Metal Studs <br /> NCHOR 1NFORMATION NCHOR CALCULATfONS <br /> Anchor Tvqe: 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 wali at top & bot. of dots Shear Per Anchor =(Area*lOpsf) /# anchors 7.42 Ibs <br /> Number Repuired: 2 anchors & 2 offsets (per dot) Tension Per Anchor =(Area*wind pressure)/# anchors 10.76 Ibs <br /> Install. Instructions: Provide 2x2 x 2" long aluminum angle offset at T&B each letter qnchor Check Equation. (Shear, +(Tension <br /> & dot. Total # of offsets required per anchor total above <br /> Anchor Value= 0.20 < 1.00 RESULT= • <br /> SIGN RENDfRING GENfRAL NOTES <br /> 1 All bolts shall hove an AN51 Type B �egular fla[ woshe� at <br /> 4'-0" TJ Mazu the head and the nuL Washer not requrred where <br /> InOividual CMnnel LeHers <br /> fabricated directly with bolt head. <br /> Intemaly �rluminatetl LED 2. Desian Standards. <br /> 128 84 sqR <br /> � � � -Cold-Formed Steel Design Manual: Latest Edition <br /> - Manual of Steel Construction (ASD�: La[est Edition <br /> -Aluminum Design Manual:5pecifica[ions & Guidelinesfo� <br /> Aluminum Structures. Latest Edition <br /> - Nat�onal Design Standord for Wood <br /> Constroction. Latest Edition <br /> 3. All building mJormotion provided by sign monufocturer <br /> 4. All anchors to be installed per manufoc[urerspecifimtions <br /> � � <br /> �,..•u����� �� <br /> .• �N CA(,p •. <br /> ��� P . . , � <br /> :, •�•• . <br /> �� <br /> � � �p � <br /> : a; • �,: <br /> �. m • r <br /> � • Z w <br /> � Q � � w <br /> � � r � e�ir <br /> : : � ��2..G . � . <br /> : : <br /> ' •��` <br /> , 0��� � �� i`� <br /> s <br /> ��it Q�39��1� <br />