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� THOMAS <br /> SIGN &AWNING COMPANY, INC. <br /> �a a 1 ': � z° '� .t« <br /> y i�' �� a. ��, �'�, �`�`;�`,; ^r'�:µ#� �,.�' �,�,�`S. .z i,,��',�' .�� w .:k§��,, ',,j'�`waa <br /> Sample Calculations <br /> Geometry - Wall Sign qh = 0.00256*Kz*Kzt*kd*Vult� <br /> Wall Sign Length = 8.17 ft p = qh * (GCp-GCpi) <br /> Wall Sign Height = 1.33 ft T = 0.6*p*Sign Height*Sign Length <br /> Wall Sign Depth = 1 ft V = 0.6*p*Sign Height*Sign Depth <br /> Dist. to Top of Sign = 15 ft M = Force * Eccentricity <br /> Wall Sign Weight = 7 psf (Ta/Tn) + (Va/Vn) <= 1.0 <br /> Location on Building = Wall <br /> Zone = Edge <br /> Wind Loads <br /> Ultimate Wind Speed = 140 mph <br /> Expsoure Factor = B <br /> Risk Category = II <br /> Kzt = 1.00 GCp = 1.40 <br /> Kz = 0.70 GCpi = 0.00 <br /> Kd = 0.85 (GCp-GCpi) = 1.40 <br /> qh = 29.9 psf Pface = 41.8 psf <br /> ;S��pS <br /> t,�y� °���' . � „.���Y''`�I <br /> Anchor Desi n .,R`',�i' °�`s;,r.'r��°•,�;�'°9 <br /> ���.l,..'°,�. ` �= ° > est'� <br /> Load Source Ecc (in) Tension Shear Moment � ��� � ; � " = <br /> (Ibs) (Ibs) (Ib-in) �` '� �p � . / °� ' <br /> Wind Suction 0 272 0 0 �-sa� / �/� �1-:c��, <br /> Wind Shear 6.0 0 25 150 :,;•F°•, ti (�' ::r:, q'� <br /> Sign Weight 6.0 0 76 456 e����"~� 'o'�'+°"°`v"� <br /> �`�°e.�r';V ,G�-Yy � `.�i'j.S��A'& <br /> TOTAL = 272 80 606 `�yr`4�°;�,����_�-����'� <br /> �p°�a�iCdbG�8u6, <br /> No. of Anchors = 6 Ta = 225 Ibs <br /> Tension/Anchor = 59 Ibs Va = 750 Ibs <br /> Shear/Anchor = 13 Ibs Interaction = 0.28 < 1 OKAY <br /> Substrate = Hollow CMU <br /> Anchor Type = Sleeve_Anchor Wall Sign to be mounted to using min (6) - 3/8"0 <br /> Diameter - 3/8 in screw anchors with 1-3/4" min embedment, in pairs <br /> at 48" max spacing. Refer to drawings for anchor <br /> types at different wall substrates <br /> TSA Sales Acknowledgment #: 88690 <br /> Page 2 of 2 <br />