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iY,.��" `````p\tfll�lil4 �'''' � <br /> '<�1 ` �� 0�� �`,��� !'' umi <br /> ��° ,.�*. .�'�rZ"Fl+ <br /> V�l1NDO�Vso�urio�s ^,�.� o �:�_ �� <br /> - �„ Z e;:o��o�, <br /> ,4401 YOa 'a�r v pa 33610 ,�+nx.ovea�u �'�>�'' '�,`.�`�� J>�m <br /> C�..Tam �F� FRAMEVdIDTH ��i�'•�.•.•-••���� 2 o m d <br /> I�11 1111 <br /> Pi"�•iZ <br /> ("N ggg z°m�n <br /> � �V °'�� maa� <br /> �Uf°C���t"C� /,/� � � o <br /> � , ��� � <br /> � 13ovble �Ivng Windov�r ��a � <br /> � X z� <br /> � ��vonr-'n��,a�r'� ; <br /> a �_ <br /> � ��/ z o <br /> �'a,� 4� � 3 2p� <br /> � O= <br /> Z � QU <br /> u+ 2 m �Ql <br /> � GENERAL NOTES � W � W y <br /> �� ,�� m � �� <br /> � � , � o � �� <br /> � 1. Thts product has been evaluoted artd(s in compUance with fhe Sth Ed'�ion(2014�Rorida I <br /> c BuUding Code(FBC)sfiructural requirements excluding ths"H�h Velo�ity HurtiCane Zone" � - a a 4 <br /> ; [HVHZ). 5ee the Certfficafion Agency Certificnte forsaes,specficatiwis ond raffngs. Y <br /> = 2. Product anchors sha�be as fated and spaced as shown on detals.Mchor embedment � m <br /> � fo t�ase mdterioi shau be beyond wall dreafng'or siucco. �/� <br /> � 3. When osed in areas requiring wfnd bome debris protection this product is required fo be / <br /> � protected wifh an impect reastant covering that comptles with Se�Bon 16U9.12 of the m <br /> _ � <br /> d � <br /> $ 4. Fw ac stud frammg conshucHon,anchoring of these unifs sho9 be the same ns fhat • � <br /> " shown For 2x budc masonry corufruction. <br /> � <br /> „ 5. Site condifions that deviate from the detaAs oi this drawing require f�rther engineering o <br /> s anatysis by a Gcensed engineer or registered�chitect. Z <br /> F <br /> �z � z <br /> rae�oF cor�rv�s < ; <br /> � SHEETS DESCRIPflON � . Z <br /> � 1 Typ�al e�evations,design p�essures 8,general notes z �� <br /> :..:;x,.... ..._.. -.. .::.,..;.... <br /> . avc. ° <br /> V C - = - - - - <br /> ....... .._. <br /> � . a&horf¢ontal crosssections !;,:.��,M�ift_:�.":,'�".y_->, ;Jy{qX._.;_`'_ ;,;;....p-:.°:..;DESIG�f PRESSFRE �`: v° �7/t5 : <br /> i 3 Vertical.�horaontal cross sections ��� FRAhiE;"`::;:�;�': .ALo:�: _•::�._-�'C.�Ss�S:.-;�"_`.;_:�p:.;..=:_ �;�:--.: scr�6 N_r s. ° <br /> _..� <br /> _ . . . --- s�1:: -":: � <br /> "�' .�:, :._ ,:r_,_•:..-_=, IYPE_'.:°_-_�,_:::.-:..:-.__...._.�-.-, oav.sr. JK m <br /> 4 Buck&frame anchonng , -P7MEN5lON:�:s_:,:•:::'�p <br /> °;'.�:�............_.._..._...._.........:....... ..... <br /> .. <br /> .. ;:�..._ IA¢WSlDN :=`:":;: <br /> . ..._ ..._ oa.er: LFS 3 <br /> omponents - .........:...:POS:...•-:'-i'..::NEG:��s` <br /> b 6 Btll of materiois and glming detaBs 64.0'X 75.Q° q7.eT'X33.BT Gl + �"'�� " <br /> 3S.'0 -35.0 F(_-q53781 "- <br /> ° o <br /> s+�cr 1 oF 6 c0 <br /> a — — � <br />