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��2 U�)3-i3�,'. 10 59 49 a.rn OS-"11-Z01� 5/5 <br /> - =i'�- <br /> ---- -------- - ----------- f=� J --V��./ I - `\ `��\ <br /> �—fi— --------- - ------ — --- <br /> Force Ett�ifieeni���Kc T;�sti�ln Inc. <br /> ;4;30�t.�,nld�,�.�„-:1,,;,,�. <br /> ;1�,<<,i�i,:,���>;�� <br /> Roof Panel Fire Classification: fire classlflcation Is not part ofthis acceptance, <br /> 5hear Diaphragm: Shear diaphragm vaiues are outslde the seope of this report. <br /> Design Pracedure: 9ased on the dimensions af the strucfure,apprapriate wind loads are <br /> determined ushig Chapter 16 af the Flarida BuIIdIrIg Code 2010 for roof cladding <br /> wind lo�cls.These curnponent wind luads for rooFcladdir�g are cornpared to the <br /> ailowab!e pressure Ilsted abave.The design proCessional sha(I sE�lectthe <br /> appropri�te ei ectlon�letalls to�i eferen�e in h is cirawings for pr�p�r fastener <br /> at�athrnent to his structure and analyze the panel fasteners for pullout and <br /> puilover,Suppart framlr�g must be in cnmpliance with Florlda Builtling Code 2010 <br /> Cl iapter 2L for siee�,Chapker`LJ for wootl and Chapler I6 for slructural loading. <br /> I <br /> r`,E1111ilt����, <br /> `,�� �f�`C E,� �Q�/�i <br /> � Q; • <br /> �� Q; 1 ���$ �,c�ri <br /> i i�t4 4 F ���` <br /> c�,;/j . � <br /> . <br /> .� : No��-�3 � <br /> ti • J � <br /> �( ` /� �'�\r L .��� <br /> ```.:��j: `��``'�-�-' . <br /> �'°�',� 57A'(�CfP :tY�� <br /> w� <br /> s�;.��, �'Q� �L�xi p� ��"; <br /> caA ''i�3'' 'G�y'``� <br /> axm �is SI p N AL� �-�t+�� <br /> r,i,�E������.2�� �ir �F�bru�iiyt�`;��201? <br />