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, - �.r �,SSC�(�!�T�D 1��;TE�IALS 52.�"MAX.O A <br /> � FRAME WIDTH � N � <br /> N <br /> , t " � <br /> • . ," • � E iJ C C7 k P !� R n i E t7 d n i <br /> 3773 STATE ROAD - - �� � <br /> CUYAHOGA FALLS, OH 44223 � �P ' <br /> I � `� i <br /> � � <br /> � � >M � <br /> / o °� � <br /> � T o N o 0 <br /> m <br /> o Z p Z i <br /> /�,g� p p� $� `o � m c : <br /> ��T!mP�da �$�C�� � o � Q c i <br /> a m a a o <br /> E1������� �9���� � ° ' <br /> ��/ E � � <br /> ¢ 4 <br /> ��&�'��� ��P�� ������� o w � o <br /> eed�71.16�-'1�����'" �� � I <br /> � � °o <br /> Q � z <br /> GENtRAL NOTES i/ � <br /> � ;I <br /> i/ 2 <br /> 1. This product has been eva�uated and is in compliance with the 2007/2010 s, w ,' <br /> Florida Building Code(FBC)structural requirements excluding the"High � � i' <br /> Velacity Hurricane Zone"(HVHZ). /// <br /> � o � <br /> 2. Proc�ucfi pn h r <br /> i � ` <br /> embedment to base material shall be beyond wall dressing or stucco. _ �J_ <br /> 3. When used in areas requiring wind bome debris protection this producfi is a <br /> req�ir�d to be protected with an impact resistant coverina that com lies " "`'`" "' ' • - -_ - <br /> p -.-.;:--..--;- ..................._ ......_........._..............,,__ • <br /> .. .. _ ...:. .......__. o <br /> , _.._.,_..=.._.:.....:::.:........:.. .-:::,:..._.:-:._ <br /> .. : _:�.V.ERa!t..:..; ._:;�.?V��2A'EC .: , OVERAE.«--t:;.;:;.:..:�:;�;:-::.::'`;::`.,;:=;:.i:'��,....'T% TSASH: .,. _ , : .. .,. .. . - <br /> with Section 1609.1.2 of tha FBC. Gta;ss ,�to of p������R�sSUR�(PsF� �W� <br /> FRAME.- '':::: . D L O,::, , :. • D E O 4EI,'dPURCfMENi� �N_ <br /> �r�tenrsrar�.;:. �rciP�• ;(sc�rr�aM1 TYE'E 1.�7�KS REQUIREA P05lFlVE �I��Ai"lU,,� o�� <br /> 4. �or 2x stud framin g construction,anchoiin g of these uniTS shall be the same � � � ' ' ' ' N�o <br /> as thafi shown for 2x buck masonry construction. s2.00��x 96.00' d6.05^x 43.6T a�.os°x aa.�2�� �� 2 YES +20.0 -20.0 0�� <br /> � <br /> 5. Site conditions that deviate from the details of ihis dravring require furfher 52.00��x s2.00^ a6.os'x 26.67�� a�.os��x 2�.�r� �� 2 YES +35.0 -35.0 �°� <br /> engineering analysis by a licensed engineer or registered archifiect. as.00°X sa.00�� a2.os"x��.sr� aa.os•x ss.�2° c� 2 Y�S } °�< <br /> 30.0 -30.� ��� <br /> �oc <br /> 4a.00"x 77.00" 38.05"x 3d.7T' 39.05"x 35.22" Gj 2 YES •r35.0 -35.0 ���, <br /> \ <br /> � r�o +2$.0 -as.o o N� <br /> rAS[�o,=corrr�t�rs <br /> S�1tEF# OESCRiFT10N <br /> 44.00"x d0.00" 38.05"x 25.b7" 34.05"x 2G.7t' G7 2 PtQ �25.0 -25.� ��c <br /> 1 Typical elevafions,design press�ures&general notes - - aar 1;��; <br /> 2 Horizontalcrosssection <br /> 3b.00"x 78.Q0" 30.05"x 34.67" 31.Q5"x 35.77' G7 2 y[g ���r�p _4r�� sa�; N ' <br /> 3 Vertical cross sections p��, �Y, <br /> A Buck and frame anchorfng t36.04">;77.00" 30.p5"x 31.d7" 31.05'`x 32.72"- - Gi - 2 YES +50.d -50.A y cHK, ar: I <br /> 5 8iil of materials,components ond glazing detail ' .- ----- - - - " - , <br /> DRAIStMC NO,: <br /> 36.00"x d0A0" 30.QS"x 25.67" 31.05"x 26.72" Gl 2 NQ .����,O _�Q,(� FL-11 i III <br /> strt-�r 1 c', <br /> - I <br />