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<br /> CUYAHOGA FALLS, OH 44223 / "�'' �y°;`"gN
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<br /> GENERALNOTES � � � ��
<br /> ` 1. This product has been evaluated and is in compliance with the 5th Edition � �I � � �4 I
<br /> � �2 0 1 4)F l o ri d a B u i l d i n g C o d e(F B C�s t r u c t u r a l r e q uirements excludin g the a a
<br /> � "High Yelodty Hurricane Zone"(HVHZj. ��/ x x�y y r '
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<br /> � ,'�2. Produ�t anchors shall be as listed and spaced as shown on details.Anchor �
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<br /> o embedment to base material shall be beyond wall dressing or stucco. ��,W�
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<br /> -OVERALL;;�,.�:,',,•MAX:'•"�::;��'=',;,):,i;'�AAAX�",:'% ' ':_';":.';(:`..;;:DESIGN'FRESSURE;(PSFJ=' °o v�i v�i
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<br /> a . ..n wind bome debris rotection this fOdUCf I5 }:%,.b'..FRAME,___=,'==;�.D:L:O}-==:;_%.::._:':,:'%D:L;O.._:_:r.:'".'_:..- ---. _,_ ...-_-_:..-_._-.:.-,-.,:
<br /> � S. Wh6f1 USBd I�a�BaS f2GUl(1 CJ . . P . P . =:'DIMENSION-_-�'_"':'_ OP__'-='?-<_=':;BOTfO/v1.;tr`,;_::TYPE:�_.: __._sPOSRIVE�;'NEGA'.�E� °a o a� Z
<br /> � required to be protected wrfh an impact resistant covenng that comphes --=.-- -• :-- - - �-� -_=-. --�� �--- • �--:�- ==-:==• •- - - - m � a a
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<br /> � with Section 1609.1.2 of the FBC. 3c.o�•x 60.0" 29.12"X 25.75' 30.72"X 26.75" G7 +50.0 -60.0 ��v��n v� �
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<br /> � 4. For 2x stud framing construction,anchoring of these units shall be the same 36.0��x�z.o^ 29.�r�X 31.75�• so.iz^x az.�5� ci +50.0 -55.0 �����
<br /> a as that shown for 7x buck masonry constructlon. o 0 0 0 0
<br /> � 36.0"x 78.0" 29.12"X 34.75' 30.12"X 35.75' G7 +Q$.Q -Q5.� >>>>a i
<br /> 6 5. Site conditions that deviate from the detaiis of this drawing require further ���*'�� �
<br /> engineering analysis by a licensed engineer or registered architect. na.o��x�s.o^ s�.t2"x ss.2s' 38.72^x aa.2s^ �� +35.0 -35.0 �ry h N N Q �
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<br /> 52.0"x 62.0" 45.12"X 26.75" 46.12"X 27.75" G7 +35.0 -35.0 =
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<br /> . Z SHEEf# DESCRIPTION 48.0"x 8A.0" 41.12"X 37.75' ' 42.12"X 38.75" G7 +30.0 -30.0 °ATE����2��3 �
<br /> � I Typica elevations,design pressures S general notes
<br /> sca�c: N.T.S. -+
<br /> a 2 Horizontal c�ass sections q4.0"x 96.0" 37.12"X 43.75' 38.12"X 44.75" Gl +25.0 -25.� D11'�•� JK m
<br /> a 3 Verficalcrosssectlons CHK.BY: LFS 3
<br /> '" 4 Buck and fmme anchoring p
<br /> - � 5 Bi�of materials,componenh and glaring detail 52.0"x 96.0" 45.12"X 43.75' 46.12"X 44.75' G7 +20.0 -20.0 ORnwwG ND. m
<br /> � FL-17720.13 0
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