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���������� �� �� �� <br /> T � m p <br /> ��.��d����� �$"�£ °'� <br /> = o <br /> . �: '�a�a �a <br /> W t N II 0 W S � B O 0 R 5 53.25'MAX.OVERALL FIANGE WIpTH �?"' <br /> � U =�Q�N <br /> � 52.00"MAX.OVERALL FRAME WIDTH � ��'�� L <br /> z <br /> Q 94a�a � <br /> ���'�s �Q - ����Z 2��� ; .�.� q� � <br /> ��TRU�E� �d���. SI��L� HU�� I�0�t3�� ,if E � �" <br /> , � <br /> �/ �r �/��t �L�4N�� o � <br /> � ; �4 <br /> ���OfV-ff�9PACT' � � "z <br /> _ ° � $ o <br /> � � f�� � o� <br /> � GENERAL NOTES � � � z � ¢`�`v <br /> m d x m �,y <br /> s i This product has been evaluated ond is in compliance with the 2Q10 Florida euilding Code w , y cJ, � „�+sa <br /> ; (FBC)structural req�irements inciuding ihe"Higfi Veiocify Nurricane Zone"(HVH27, p o � � o �N <br /> � <br /> 2. Product anchors shaii be as Iisted and spoced as shown on detoils.Anchor embedment to � � f j� & � �4 <br /> base rnaterial sho!!be beyond wali dressing pr sfucco. q $ n. a <br /> 3. When used in the"HVHT'this product is required ta be prafected with an impact resistant � ^ � �� <br /> � covering that complies with Section 1626 of the FBC. j <br /> � //� Z <br /> 4. When used in areas outside of the"HYH2"requiring wind borne debris protection this produef <br /> is required to be protecfed with on impact resistant covering that complies wiih Section � " <br /> 1 b44 1.2 of the FBC. 3 <br /> o tn <br /> 2 <br /> � aZ O <br /> °' 5. For Dc slud framing construction,ancho�ing ot fhese u�its shail be tfie some as fhat shown for �' <br /> 0 2x buck masonry construction. o `��' <br /> V � <br /> � 6. Sife conditions that deviate from the details of fhis drawing requue further et�gineering � <br /> � analysis by a licensed engineer or registered architect. � z <br /> '" 7 This prqduct meets water infilfration requiremenis far"HVHZ" � � <br /> � _ - --._.._ _ .:.=' - . __ ._ - -- - - z <br /> °f¢ � <br /> ?;:;OVERALL'-,��.=%OVERAL4 ';;,'•.�; MA'X.';.=�`.' �� `- �r"DESIGN-P.RESSURE�{PSF�i� o � <br /> ,°�„ :_,. ,. .�. .. , - _ _. GlASS- `:. :' :�..:.,'--°.,.. -- . . <`+ «� <br /> 'yr-F�NGE`:"�,, ;.,:;"ffi hiE;�s;�,i::;:•`:;:rD:G.O:-,..;.:?:-,:,w: : _ Z <br /> ' TABCE OF CUIVTENTS �-,� �P • TYPE':�: 'P-OSITlVE?-: NEG%CTIVE.� <br /> o ;.,;:DIMEN5IQN?,�?%,.DIMENSION•;;'y�c,`.,DIMENSION.�:;�`_.i��:,: Y.,.,r-=-- --.::.:_u�__.v_= �z v <br /> � SNEET# DESCRlF7lON ��..�- wie io 30 12 ? <br /> g 1 Typicol elevation,design pressures&generai notes 53.z5"x 63.58�� 52.00"x 62.50" 47.69��x 2a.zs" G7 �Z +b2.$ -65.0 � N.T.s. � <br /> e 2 Horizonfial&verfica)cross sections , �,yY; �K m <br /> ss.zs^x Ta.oe^ sz.00^x 7s.00^ a�.bs^x sa.so� +55.0 -60.0 <br /> � 3 Norizontal&verticai cross sections a,K,�; � � <br /> 4 Buck and frame anchoring a <br /> ��� N <br /> � � Bill of malerials,g(azing detoils&campanents Ft—tast i.z� o <br /> h <br /> 'p SliF2T � Of 5 � <br /> g <br /> � <br />