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<br /> � GE1dERAL NOiES a � a
<br /> � 1, This product anchodng drawing has been evoluated and is in compA6nce with / � �m
<br /> � the5th Ed'tlion(2014J Florida Bu�ding Code(FBCJ excluding the"HiAh Velocity
<br /> Hurrlcane Ione"�HVHZ).See fhe Cert'rfication Agency Ceitificate'forsizes, ��/ �// �.
<br /> � specificdfiqns&ratings. '� a
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<br /> � 2. Product anchors shall be as�sted and spaced as shown on detafis.Mchor N �+
<br /> embedment to base moterial.sholl be beyond wall dressing or stucco, � �
<br /> � 3. When used in areas requi�ing wind 6ome debris protection ihfs produci is � �
<br /> requ'Qed to be protected with an impdct resistant covering that comp0es with � �
<br /> � 5ection 1609.1.2 of the FBC. � ; ��
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<br /> 4: S H e c o n d�l o n s i h atdevlate(rom the deta0s of this drawing require further Z
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<br /> � engineerG�g anatysis by a licensed engineer or regktered archHect. ' W � �
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<br /> 2 Verticalahorizontaicrosssections r�,v�xs6.o° �^xse,� GT +30.0 -30.0 N� ,m
<br /> �S 3 Verti�al&hodzontal cross sectibns ���� JK
<br /> � 4 Buck&frame anchoring cwc sr LFS `;
<br /> 5 Bni of mateda�,g a�1ng defails and components 7s.0 x56.0^ 3256 x49S' Gt *35.0 -35.0 ow�wc.mo.: a
<br /> � FL-16842.14 'o
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