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<br /> 3773 STATE ROAD _�: p * °'Q==",�
<br /> CUYAHOGA FALLS, OH 44223 � =�':�� Z ��o� �°'
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<br /> OVI��EL 3001/3��?1/3A0i/3,4B1 = � - ,� � Q �g 9 0 oa
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<br /> Q�UBLF HUMr' WINDOW - � ;��� v � �a ��
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<br /> C�ENERALNOTES �� ^� /� m � ¢w�
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<br /> � i. fhis product hus been evaluated and is in compliance with the 5th Edition ' _ - o � ��
<br /> � (2014J Florida Building Code(FBCJ structural requirements excl��ing the � al al a
<br /> �3 "High Vefocity Hurricane Zone"(HVHZI. /,�� _. __ _ _
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<br /> ; 2. Product anchors shali be as listed and spaced as shown on details.Anchor ._ _ �
<br /> � embedment to base material shall be beyond wall dressing or stucco. W W
<br />� v - _ _ ..--.-. : . ..-:.-.._ .- - - - - --"- - --
<br /> -`"-.OVERALI._:`;,-=.:p.:MAX::.=:_-:- :' .=:=_MAX I '' - , _-' ..rDESIGN.PHESSURE't(P$_h)::. o t�n v�i
<br /> � 3. Wher�sad in areas requiring wind bome debris protection this product is ' � - - � ' �' " _ -
<br /> - . .... -
<br /> GG4S5`
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<br /> a :;,_.:.F.RA,ME,..,. :::.._: ,.LO.,::-.,,, ;.. D.LO. .:.._:... 'TYAE:.�:_:::: w w �
<br /> o fBqUlf@CI tO b6 pfOf@C1'8d Wlfh dIl If1lpOCt f2Sl5taflt COV@fIf19 fhQt COR1p118S ' ;DI/v1ENS10N':'::',:,','_'',(TOP):=;=,,,_i.;"_',"(BOTTOM) _;;; .:; -: ,,;;,.,,P.OSIT/VE;`,NEGA7NE. W a a o
<br /> _ _.. ,.: _.._.... .. �
<br /> with 3ection 1609.1.2 of the FBC. �;N N
<br /> � 36.0"X 60.0" 29.12"X 25 75" 29 62 X 26.5" G7 +50.0 -60.0 �n h�n�n �
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<br /> � 4. For 2x stud framin construction,anchorin of these units shall be the same " ���� �
<br /> g g 36.0"X 72.0" 29.12"X 31.75" 29.62"X 32.5" Gl +50.0 -55.0 µi i,�,�
<br /> � as that shown for 2x buck masonry con:`��c.;or. Q.�¢
<br /> 0000
<br /> 0 36.0"x 78.0" 29 12"X 34.75" 29.62"X 35.5' G7 +45.0 -45.0 >>>� ?
<br /> a 5. Site conditions that deviate from the details of this drawir,g require furfher �,�^^ �
<br /> e engineering analysis by a lic2nsed engineer or registered architect. aa.o��x�s.o^ s�i2��X 33.25^ 37.62��X 34.0�� ci +35.0 -35.0 ��� �W Z
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<br /> � .__ , N�N NQ J
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<br /> o rna1F OF CON1ENiS 52.0"x 62.0" 45.72"X 26.75' 45.62"X 27.25' Gl +35.0 -35.0 .r M N^Z �
<br /> € SHEEi# DESCRIPTION � �
<br /> � 48.0"x 84.U" 41.12"X 37.75' 41.62"X 38.25" G7 +30.0 -30.0 �A�71/12 13 ?
<br /> 1 Typical elevations,design pressures&general notes
<br /> sruE: N.rs. °
<br /> 2 Horizontal cross sections 44.0"x 96.0" 37.12"X 43.75' 37.62"X 44.5' G7 +25.0 -25.0 owc.er: �K m'
<br /> a 3 Vertical cross sections _
<br /> a 4 Buck and frame anchoring cxK.ar: Lf5 3
<br /> � DRAWING NO.: �
<br /> 5 Bill of materials,components and glazing detail 52.0"x 96.0" 45.12"X 43.75" 45.62"X 44.5' G7 +20.0 -20.0 m
<br /> n FL-11720.14 0
<br /> N
<br /> p �� SHEET � OF S �
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