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...._ <br /> ..�; ENGINEERING <br /> r•<<<EF. i __.. AES <br /> .�i ._.. .._�»..._._....�.._�.�.�...d ..�.._. .__"'__..._.. <br /> �ROU�, LLC. <br /> )„i;Nun�il�r� __.—_130071____ .W By_ ARH <br /> �o�:.. _,._, _o�:_..r.� _.�._ �e.. <br /> ._., ,. �,�;r< {'ai': --3118/2013.�.._..._t'�:,�a,.� _l'j__"�_---.. <br /> a�s>s� :�� - cs�:�:��.. <br /> Wind Loads on Rooftop Structures and Epuipment,h s 60ft-ASCE 7-10 Section 29.5.1 <br /> Occupancy Category: I!I ASCE 7-10 Table 1.5-1 <br /> Importance Factor, I= 1.00 ASCE 7-10 Table 1.5-2 <br /> V= 190 ph ASCE 7-10 Figure 26.5-1 B-(Category III&iV Buildings) <br /> Structure Type: Chimneys,Tanks,and Similar Structures-Square <br /> kd= 0.90 ASCE 7-10 Table 26.6-1 <br /> Building Exposure: D ASCE 7-10 Section 26.7 <br /> kn= 1 0 ASCE 7-10 Section 26.8 <br /> G= 0.85 ASCE 7-10 Section 26.9 <br /> Height Above ground level,z= 30 <br /> kZ= 1.'16 ASCE 7-10 Table 27.3-1 <br /> qh=0.00256 KZ Kn!Cd VZ= 96.67 psf ASCE 7-10 Equation 29.3-1 <br /> GC�Lateral= 3 10 ASCE 7-10 Section 29.5.1 -Lateral' <br /> GC�Uplift= �.5� ASCE 7-10 Section 29.5.1 -Uplift <br /> Lateral Loads on RTU&Curb <br /> F 1 to Width=qh(GC�)A,= 299.67 � ASCE 7-10 Equation 29.5-2 <br /> F 1 to Length=q,,{GC�)A,= 299.67 , ASCE 7-10 Equation 29.5-2 <br /> Unlift Load on RTU&Curb <br /> F Uplift=q,,(GC�)Ar= 145.00 ASCE 7-10 Equation 29.5-3 <br /> Notes <br /> 1. Florida Building Code 2010 Section 1609.8 prescr bes a GCr lateral value of 3.1 (maximum) <br /> File: RTU Curb and Bracket 2.xls,Tab:WIND LOAD 2010 <br />