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�5� �1'�S-�55� 10 �y 4931i1 (IS--Ii-Z01� �/5 <br /> _ -� <br /> --- ------- ----------- , ._/�- � ��� � __�,`� <br /> ---- -----------��9-------- - --------- -- --- <br /> Fo;ce En��;inee�n� �Sc T;�st_iti�Inc, <br /> ;,,,;o tt,�„�i,i�,� �_,�;:� � <br /> �;�.,n,��i�.,!,�i�i;� <br /> Raof Panel Fire Classification; �ire ciassiflcation Is not part ofthis aueptance. <br /> 5hear Diaphragm: Shear diaphragm values are outslde tha seope of this report. <br /> Deslgn Procedure: Based on the dirnensinns of the structure,appropriate wind loads are <br /> determined using Chapter 1.6 afthe Florida Buiiding Code ZOID for roof cladding <br /> wind luar's.Thesc cumpo;�ent��;ind luads fcr roof dadding are r.orn�rared to the <br /> allo�vab!e pressure ILted above.7he design pro(essiona!sFiall selectthe <br /> a�propri��e.ere�tlon detalls,tn'referen�e(n Iils cirawin�;s fo� E��uper fastener <br /> atYachment to his structw•e and analyze the panel fasteners for pullout and <br /> pullover,Suppart framing must be in compliance wlth Flarlda Building Code 20].0 <br /> CI iapter 21 for steei,Chapter 2�for wood and Chapter 16 for s4�uctur�l luading. <br /> I <br /> �}��tiit���i�r��/ <br /> ��� 6����E'��' �°�� <br /> �,���¢'� c�Hs °,1,�«, <br /> i . 4. �.. � f <br /> (+ Y ,�,� �O,'�^ �c^ /'J! <br /> �`�, t C �, <br /> � � *��� �*��� <br /> ����"���� : <br /> �" 5TA'f�OF :m:� <br /> �''. � <br /> +%°�� ''zoRLVr� ww.- <br /> s��� � �. , ���. <br /> cuA ri s�' '(a�'�� <br /> axrro ��js1 DHAL ��t��t <br /> s�i1�r E tr1� <br /> �,�,t� �7c;�,�.1�� Ei4 �ehruary z1;�, ?.01? <br />