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Y ```,`����iu�rrr��q�',`i <br /> '�µ�J a. �� ��� ``�qf•.;..-... ,,L��+ � <br /> <,• ;_ •. =�J � ��_�"� <br /> ;;�° I1i, �tl `"M' �i��—�'m <br /> ��� � �11NDOVUso�urioNs :�� Z ��o; �m <br /> �i��� �� ., : ,. �t��, <br /> >•�.. <br /> �-�•-. hwx.ovew,u -, ..... .._. •• ,, �a�m <br /> �''��:. '', ���n•n�1 `,• >>�m <br /> 4401 O�air vd.,Tampa,FL 336`10 FRAME4V�pTH ,,, ��� ���Z <br /> � $� i �z� <br /> �� �� �`��.� _°_� <br /> maa <br /> DuraGard ;� �9z � <br /> � � <br /> � Double Hun� IAOind��nr � ��a �� <br /> � �Z <br /> � ,.No►�-��ep�ccr" � ��/` � z� <br /> � oZ <br /> �� , Z J ¢�" <br /> g o= _ � ��+ . <br /> � w. <br /> / m � � <br /> � GENERAL NOTES �� /,�� � o � �� <br /> � � � ol o 0 <br /> � �. a <br /> 1. fi[s praduct has been evofuoted and Is in compilance w'rfh the Sth Edffion�2019�Harida a � a <br /> � BuUding Code(FBCJ shucfiural requirements exduding 1he"High Veioofiy Htmicane Zone" �{ <br /> � (HVHZ�. 5ee the CerHfiwtion Agency Cettiflcate.forshes,specifi�ations arid roitngs. ,` � <br /> 2. Product bncho�s sho�be as Gsted and spaced as shown on deta�s.Mchor embedment � <br /> a to base m6terial shall be beyond wall dressing orslu�co. ��/ <br /> � i <br /> � <br /> � 3. When used in areas requGing wind bome debtis protecfion thh product k requUed to 6e �n <br /> protected with an impact reshtont covedng that compiles�+ith Section 16b9.i.2 of fhe - �, <br /> � � . <br /> 4. for 2c stud haming construcHnn,anchodng of these unrts shatl be the same as that � <br /> ; shown.for 2x buck masonry consiructlon. <br />' g ` ;Z <br /> 5. �te condifions that deviate kom ttie detaps ot this drawirLq requVe firrfhet angineedng �. m <br /> � anatysfs by a ficensed engfieerorregisfered�chitect: ;;;� �. <br />' � o '� <br /> � iABCE OF COMENTS m <br /> .Z <br /> � SHEEi� DESCRIPRON � ° <br /> 1. Typlcal e�evatlons,design pmssures&general hotes .,,......:.......::..�,,„.:;,;,....-.,.;,....;_,....-,,:;.;...;,..,_,,,;,,;............:...:........_... aue s 17%ts .. _ <br /> � .IIAPIX . . ,_. MAX „:O�SfGNPRkSSRRE`;"��' � N.i.S.. . g <br /> � 2 veffirnl&.Hor¢ontalcrossseclioru •,>:,r' .. .. .. :..___. ... .:Gl,�SS.;;`;;>:�:;:x.t..:;:•;;,^;.�. :v <br /> ..,PBAME" �`.;�,_,...:.;:D:lttk�.=;,::";:;:;,::.:.�:..,... ..�... ...?....':; <br /> z 3 Verfical.8 hor¢ontal croa secfions ' • wm,er. .. JK, m <br /> _...... ,,, . <br /> :;�m s' - :::�xe�:>;;::;.--.:v::::::;>:._:...:...:;•_,..�, <br /> .. <br /> _ �....,M�f+.►vN;��:=��,:�,�r61�NS�9N:���'[.......... ..._......_.......... <br /> d Buc &frameanch�ring :_.......<..:....:.:._.-:•..�._-...�.'.:-:...: -.......:...:::..:P.OS.::�,�:.::i:::.:N�G:��= o,K;er: CFS, 3 <br /> � -:.:..a...,_..;::-.....-�*..:� :._•.::.,:..._,,._. ,..,...._.;� <br /> � 5 Components � , �uwwc uw n <br /> sa.a°x�s.o^ a�.a�^x a�.er ci +85.0 •35.0 <br /> b b Bfii oi materials and I�Ing detaas FC=75378.2, o <br /> 6 . sNcer �1. or 6 �" <br /> y ,- .— <br />