Laserfiche WebLink
PROlfCT INfORMATION <br /> Client Name: Anchor Sign � -i <br /> Proiect: T1 Maxx #1194 <br /> � J <br /> Location. ; 320 Gall Boulevard �i�� • <br /> Zephyhills, Florida 33541 � EMnROMMENTA� s • <br /> A•C•T Proiect #: 10766.490 <br /> �Fw►arrcucTURe <br /> swce+w� <br /> DESIGN CRITERtA <br /> Wind Speed: 110 mph (3 second gust) 1875 WEST MAIN ST. <br /> Exqosure: B BARTOW, FLORIDA 33830 <br /> Sign HeiQht: 24.83 ft FL C.O.A. No. 00008883 <br /> Importance Factor: 0.77 863.533.1000 (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 Suppfements and ASCE/SE! 7-OS www.a-c-t.com <br /> SIGN tNFORMATlON !GN DtMEN5lONS Area ( 2 ) <br /> Si�n Tvpe: Directly Applied Letters Sign Shape Width= 6 feet 10 inches <br /> 36.67 <br /> SiRnMaterialTVpe: Aluminum Height= 5 feet 3 inches <br /> Material Thickness: 14 Gd. Note�s�: - <br /> Round <br /> Desi�n Thickness: 0.0641 inches <br /> Buildina FaCade: Dryvit over Metal Studs <br /> ANCHOR lNFORMATION ANCHOR CAlCULATIONS <br /> AnchorTVpe: ;/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*10psf) /# anchors 36.67 Ibs <br /> Number Reauired: 10 anchors & 10 offsets Tension Per Anchor =(Area*wind pressure)/# anchors 53.13 Ibs <br /> Install. InStructions: Provide 2x2 x 2" long aluminum angle offset at T&B each lette Anchor Check Equation. (Shear,PP11ea/Sheara��no, +�T2f151011applied�T2f1510flanchor <br /> & dot. Total k of offsets required per anchor total above <br /> AnchorValue= 0.97 < 1.00 RESULT= • <br /> SIGN REAtDERING GENERAL MOTES <br /> 1. A!I bolts shall have on AN51 Type B regular Jlat washer a[ <br /> 4'-0' TJ Maxx the head and the nut Washer not repuired where <br /> Intlividual Channel Letters <br /> fabricoted direcNy with bolt heod. <br /> Irnemally Iiluminatetl LED 1 Desmn Standards: <br /> 128 84 sqh <br /> �� Wrv -COId-Formed Steel Design Manual. Lates[ Edrt�on <br /> - Manual of Steel Construchon �ASDf � Larest Edrtion <br /> -Aluminum Design ManuaY Specificotions & Guidelines for <br /> Alummum Structures. Catest Edition <br /> - Notional Design Standord for Wood <br /> Construction �ates[Edrtion <br /> � 3. All building injormabon provided by sign manufacturer <br /> 4. All anchors to be installed per manufacturerspecificahons <br /> 4'-0" <br /> 5'-3" <br /> . �ACQ <br /> •,'� • P � � . . . . . � � <br /> . . � <br /> t � <br /> : �• � <br /> . • • � <br /> . • • r, • <br /> � . • Z • <br /> -p. • . <br /> s � � <br /> � <br /> ► /A � <br /> ♦ � v, � <br /> • � Q� • • <br /> � � ��'<m ' �( •' �' �� <br /> ,�`� ��/� A� ���� <br /> • <br /> � <br /> �A � �� • <br /> z/so/zoii <br />