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<br /> 49�1 Oak �r Ivd.,Tampa,FL 33610 �''•��''••••...... •�' •`�� ��m m
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<br /> � GETlERAL NOTES � o ,�' ��
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<br /> � 1, ih�product anchoring draWing has been evaluated and[s in complfanca Wrffi � o ��
<br /> a �, a
<br /> � ihe 5th Ediiion(2014]Florida BuHd'mg Code(FBCJ excluding the"High Ve�ocity
<br /> ,� Hurticane ione"�HVHZ�.See the Certiflcation Agency CertiBcate forshes, ��// ' /%// �m.,
<br /> � specfficaHbns 8.ratings. � U
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<br /> �" 2• Product anchors shall be as Usted and spaced as shown on detals.Anchor � ,.r ''
<br /> embedrtient to base matedal shall be beyond wall dressing orstucco. N
<br /> � - � vi.
<br /> � 3. WHen tued in areas requiring wind 6ome debris protection ihis product(s � B o
<br /> $ requ6�ed to be proteded wifh an impact resistant covering that comp0as wifh � .�.
<br /> � 5ection 1609.1.2 of fhe FBC. Q_ �1
<br /> � 4. Site crond�ions.that devlafe from the detql�of thts drawfng requfre furiher a .
<br /> ¢ eng(neering analysis by a licensed engfneer or registered architect. - � . ,Z,
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<br /> Q � TABLE OF COMENPS -::.,,......,._.:_............:_,..,....._....-�•--....:...�:,,�.....,,,..,.:�...N._.........
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<br /> � SHEEffl DfSCRIPTION eA.; ....-�...-•' ��,!G ;PR�S�1R�:`���'z
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<br /> � 1 Typica elevn ons, esign pressures 8,eeneral notes _>DIMFNSff3JV'-;;.; .:..� ;C�' � � .... ,:o a
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<br /> 2 Vedlcal&horuontal cross sections . .-.:.:�."-° •:'_'
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<br /> � 3 Vert(cal 8 horizonfai ctoss seclfons Ta,o"x 65.0^ � a2,s6•.R 58,s �T +30.0 . -3U.O', �� N.T 5: , 9'
<br /> � 4 Buck&frame anchoring . •-� • owQ_�r: �K m
<br /> � 5 BII of materiats,g�tng details and components 720"x5d:0^ 32.$6°x44.S' Gl + cwc cr: LFS, . 3
<br /> . 35.0 •35 0 �
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<br /> ° - FL-76842.14 N
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