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, 352�•�49,II-785� 10:59;h9a,m. 05-11-201z 5l5 ' <br /> , , <br /> � <br /> .. � <br /> - � ` � °- . <br /> � <br /> £�rce Engineerii��t�c Testitz�Inc, <br /> lyi3D Ct:unf�lc�ci�ud Drici <br /> Humbte,TX 77338 ' <br /> ' Roof Panei Fire Classificatian. F{�e dasslflc�tion Is not part of this acceptance. <br /> Shear DiapEstagrrs; Shear dEaphragm vatues are oatside the scope afthfs repa�t, <br /> peslgn Pracedure: Based on the dlmensions of khe structure,apprapriate wind loads are <br /> determined using Ciiapter 26 o�tFse Florida SulldEng Code ZOSD for roof cSadding <br /> wind loads.These companent wind loads for raof cladding are compared to the <br /> allawable�ressure Slsted abave.The clesign pcafess(anai sha(1 selec#the <br /> appropriate erection detalls to�reference In his drawings for proper fastener <br /> � attachrnent to his structure and analyze the panel fasteners for pullout and <br /> pullover.Support framing must Be in compiiaoce with Flarlda Building Code 2020 <br /> Chapter 22 for steel,Chapter�for wood and Chapter 16 for structurdl laading. <br /> I <br /> � ! <br /> � . <br /> i <br /> � <br /> : � <br /> fi <br /> " ��������iireri�,i <br /> , ��� E tl�E'�' �, +'i� <br /> , ' ' a . <br /> ' ti�'4���� c E �5�`"��* <br /> ti� �� <br /> _ �� � : �,�� ��� ��, <br /> { e�--=�- <br /> _ � f}J?,..,�t2�tti'L�,� �`,,..4 _�� } _ <br /> ��� J <br /> °'ro� 57A'f�OF :�:` <br /> . <br /> - t *}��`A �Z d RI��' k'�`` <br /> A �. ti. <br /> S�dr ai'lk¢!� �j C � � <br /> pu°n�`a ��f S j• • �G��'` <br /> : �r�J��A�'`ti�1`�y <br /> " FL#'].165i.27 R] �ebruary �1�, 20�2 <br />