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<br /> ,:�Y:�,�"��0 Oak Fo'v etad.,Tampo�FL 33610 96"MAX.OVERALL FRAME WID1H ����A���•i i t ����` z o m d
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<br /> s GENERAL NOTES -'
<br /> � 1. This product anchoring drawing has been evaluated and is in compQance Q LL � O X � � ��
<br /> LL with the 5th Edition(2014)Florida eulding Code(FBCJ exciuding the"High ol �
<br /> � Velocihr Hurticane Zone"(HVHZ).See the Certificat}on Agency Cerfificate for a � 4
<br /> o sizes,spec�cotions 8 rafings.
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<br /> g 2. Producf artchors shall be as I(sted and spaced as shown on detai�.Mchor ��� ���� m
<br /> m embedment to bme material shaii be beyond wali dressing or sfucco. , �
<br /> P 3. When used in areas requiring wind bome debr�protectton,fhis product is
<br /> � required to be protected with an impact resistant covering fhat compGes with Z
<br /> � Section 1609.12 otthe FBC. �
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<br /> � 4. For 2x stud framing construction,anchoring of ihese units shall be the some as �
<br /> � that shown for ac buck masonry�oruiruction. �
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<br /> 5. Site condftions that deviate from the detals of thfs drawing require furfher Z.
<br /> ¢ enginee�tng anatysis by a IIcensed engineer.or regisfered architect. W '4
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<br /> � 1 Typical elevaiions,design pressures&generai notes ::,:.:-c�.,:-_-.•.r.� .;•.:_.:.;s=:..:.......... :......�::.. :..�:•..:...-.::.,.,:..: . _'- :BOS;<':� ;•:•°rNEG,'.�:..° o�,�: s ts/75 �,
<br /> � 2 Hor¢onialcroasectiwis � PVC Gt +35:0 -4D.0 � N.r.s. ;
<br /> t 3 Verfical cross sections mYc,ar: �K..
<br /> 4 8uck and frame anchoring 96.0"X 96.7' ; 34.63°X 86.75" c��. L� m
<br /> � atUM GI +45,0 -50.A
<br /> x 5 Hi�of materiaLs,gioang deta�and components ow.ua�n No.: a
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