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`����ui i� u o�4 <br /> .�`��S ... . �f�'�. <br /> �r-1..._ � �I . W <br /> `°°��; ;�4. ••�• .•�'��i <br /> 'ta� � � �t): `�i= �i��ZI�'�'^ <br /> ' ' , :m;� z {T%, m <br /> ,�� � . '� � O <br /> ��� '`�lBI�D��socurio�s � <br /> �VrS : � `Lymj� <br /> �5`'; ��j��••��'�..��...� �•, ,\�` ~�m Ol <br /> '�•<.�`;",`,y�:t�...,,,, ,''�����I•nH� �```` �o°J i <br /> 4901 Ocik r Ivd.,Tampa,FL 33610 ��pT� y� �a $�_� <br /> � E �moU <br /> �� � �, 9 c w <br /> � <br /> y � � �og , <br /> � � "� maa� <br /> '`a � <br /> o= <br /> �I�A'�I��P� ��1��9' �� ' �' <br /> ° /�� /�� �a <br /> �� <br /> � "NON-1�11P�4C1°' � � z <br /> � o o� <br /> � y Z <br /> � "�c r �c+ <br /> >:m o m'��� <br /> � � <br /> � �W � � � _ � �� <br /> ol � <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 <br /> 0 <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. � ; �� <br /> � <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 <br /> �,; <br /> � engineerG�g anatysis by a licensed engineer or regktered archHect. ' W � � <br /> N Q� 'J <br /> � ....�.-.' �.�.(/_� 'ep�p_p� _ 0 � . <br /> �.`�.�-�•:i�:�.;".-':`..;.�..�.��.�;.:>."-..c.'::.��vt:::';'�•;:-�..:::.. :..,�,�!.. ................... ........: . <br /> ' '..... ..�...�_...•_..... '�Mh/�YN'.ff��++VIIF.'^.a,: ': 2 <br /> � 7AB[E OP COMENTS ;.,:� . .' . . . . <br /> '%-.FRA'Mf'a:`. '.' -PAYl,IGM�;.;`.:_:;,,GFASS::, i��: = ^Z u <br /> .` .� . ,�......:.,.." .::,�•' ' - - <br /> SHEEPfl , DESCRIPiION `•DIMEMSffJf�:",:' :_�IMRNSI�1;1!l;.:t::.s?..,;7YPL'"';'' ..._ <br /> '. .......... ... .. . <br /> � .::... ..... ..... ..`.,;;:..,,:�,:;; - <br /> , ....-:.:.r.:;;�:. <br /> ...': ....................._...:_...... tl <br /> � t T Icnl vo ons, esgn pressures S general noies ......:•..•,,..:,:•._.... : .,•::::..,�.:._:,.•:..,.�,.:-;...:r.:,.....,. ;� tiOs>��::"�'r'<A�EGi�:':.i ��„�,�''3 7.s. 9 , <br /> 2U' <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 <br /> ,� <br /> sxai 1 ov 5• p <br /> 4 - - <br />