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11-12162
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11-12162
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Last modified
5/10/2012 11:43:19 AM
Creation date
5/10/2012 11:43:16 AM
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Building Department
Company Name
ZEPHYR COMMONS
Building Department - Doc Type
Permit
Permit #
11-12162
Building Department - Name
ZEPHYR COMMONS LLC
Address
7864 GALL BLVD
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Date: 7/12/11 City, State: Zephyrhiltis, FL SNEET: 1 OF 2 <br /> Client: . • Federal Heath Sign Overall Height: 25'-0" Max. Sean M. McFarland, P.E. <br /> Si n: S rin leaf Wind S eed 'l10 m h McFarland En ineerin <br /> Project Description 7864 Gall Blvd Table of Contents <br /> Content: Page <br /> ME Job: 21774 23-09446-10 Design Loads . . . . . . . . . . . . . . . . . 1 <br /> CL-12AR Connection Design . . . . . . . . . . . . . 1-2 <br /> Overall Size: 1'-5" x 12'-3" Design Drawing . . . . . . . . . . . . . . (Numbered <br /> Mounting Height: 25'-0" Max. Separately) <br /> Mounting Style: Raceway Mounted Channel Letters, Various Attachment Methods <br /> Structural Variables and Code Loading Specifications <br /> Sign Type: Channel Letters / Wall Signs � Code: ; 2007 FBC w/ 2009 Adden � <br /> �:�w.�. __._. . . . :r. <br /> Existing Wall Material: Various Wind Speed: i lio � <br /> Sign Weight Per Foot: 5 �; Wind Exposure: ; c !. <br /> Wind Loads Per ASCE 7-05 <br /> Connection Design <br /> Using A E 7-05 (Simplified Procedure) <br /> Topography: Homogeneous I= 1.15 (Table 6-1) <br /> Exposure: C lambda = 1.35 (Figure 6-3, Exp. C, height=25 ft) <br /> Enclosure: Enclosed <br /> Structure: Components and Cladding Zone = 5(End-Wall - Worst Case) <br /> Building: Category III Effective Wind Area = 10 Sq. Ft. <br /> `` �,,,��������,,, ,. <br /> Net Wind Pressure = -29.1 (Fi re 6-3) <br /> ,,� ' McFq,q �•. <br /> Total Load Pnet = (lambda)*I*Pnet �u� '� � 2��� `�� ��� ""'• . � ��' <br /> ; �''�4�. •��GE NSF • ���j.O,, <br /> Pnet (25) _ -45.18 PSF ? � � . � Q49 �•. 1r ? <br /> Sign Loads Area Pressure Tension Shear :*� " <br /> :�= <br /> (Suction) Force Force : � � F : W; <br /> Logo 1.7 FT^2 -45.2 PSF -77 LBF 9 LBF ;p •. A E O :�1//, <br /> - ,�'.. ,� p P .•' ♦ ,. <br /> Large Letters 0.7 FT^2 -452 PSF -32 LBF 4 LBF ., �► '•• R� .'��l��` <br /> Small Letters 0 6 FT^2 -45.2 PSF -27 LBF 3 LBF ��� �i���/(��N��►`���``� <br /> 3/8" Dia. <br /> Tension Connection Design HY-20 EXP• 2 � 2 gI'��1 <br /> Connections Tension / 1/4" Dia. 3/8" Dia. 3/8" Dia. 3/8" Dia. 3/8" Dia. <br /> Total Connection Tapcons Kwik Bolts Toggles Lags (2x) Thru Bolts <br /> Total Raceway 10 -64 LBF 125 LBF <br /> 10 -64 LBF 250 LBF <br /> 10 -64 LBF 125 LBF <br /> 10 -64 LBF 245 LBF <br /> 10 -64 LBF 350 LBF <br /> 1/4" Dia. 1/4" Dia. <br /> Force Thru Bolts Force TEKS <br /> Logo 3 -25.6 LBF 125 LBS 3 -25.6 LBF 45 LBS <br /> Large Letters 3 -10.5 LBF 125 LBS 3 -10.5 LBF 45 LBS <br /> Small Letters 3 -9.0 LBF 125 LBS 3 -9.0 LBF 45 LBS <br /> '� ', McFARLAND ENGINEERING <br /> 5555 Fellowship Ln • Spring, TX • 77379 <br /> '� `' �' (281) 813-7439 <br />
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