Laserfiche WebLink
'y µ. ,d ` 48"MAX.O.A. � <br /> f:;���� ;4;;���°�.:��� ��:: ASSC3�IATED MATERIALS � �-FRAMEWIDTH� .n o <br /> ;�,y n <br /> f��yr:y"g r�.�^�':15:-�:ti=�i° n � <br /> .�`r:+-�5��'r��'', ia'���i i,-i4 I N C O R P O R A T E D z^ =W • <br /> 3773 STATE ROAD � �° W W � <br /> 0 <br /> ' CUYAHOGA FALLS, OH 44223 � �°� o� � <br /> /�� J-m m` <br /> w�� m.��1I <br /> / o°n°0 Q o� <br /> � ��•• a5L <br /> 9 = O Z �< <br /> f�OD��. 3�01/3�07/3A0�/3��7 x o 9 m� 9-c+ <br /> ao $� <br /> a maa o <br /> �xr�uD�� �re��i � � � a� <br /> �ou��� �v�� w���o�� W ,��' $ � �� <br /> „s�-����� s��� � ' � <br /> 4 / 3 v� <br /> "NON-I/VOPACT" � � �// Z ° <br /> GENERAL NOTES � 3 0 <br /> a z 'r < <br /> i. This product has been evaluated and is in compliance with the 2010 Florida �/ � � � <br /> Building Code(FBC)structural requirements excluding the"High Veloc'rfy /\ � � � <br /> � Hurricane Zone"(HVHZ). ol o o � <br /> � 2. Product anchors shall be as listed and s paced as s how n o n d e t a i l s.A n c h o r � a � <br /> .; embedment to base material shall be beyond wall dressing or stucco. ��/ ���� <br /> o i <br /> 3. When used in areas requiring wind borne debris protection this product is �y <br /> �, required to be protected with an impact resistant covering that complies j? <br /> �� with Section 1609.1.2 of the FBC. ,. :...._.__._:..: ._.:_._....-:::.-- ::-: _.: F;.,;:::.>...:;.,_...,.........:......::. _-_; _..,,._:...:-.,- .,.__-= W W <br /> o OVE{4ALL ' MpX Mk�t, �-. D�S�GtJ PRE5SUR�(PSF) �� <br /> " fRAME" ' II C d' = fl Li� GLASS a a <br /> 3 4. For2x stud framing construction,anchoring of these units shali be the same � rrPF ' z z W <br /> � � btM�NSIQN._. ' "(TOP) _: „{81h9'fOM);: ,... R,.O$t1YVE , 'N�GA71t/E: c��?^_� <br /> g as fhat shown for 2x buck masonry construction. ' <br /> ,..:, ;, :_::,, , . .. ....,. ... ........ .:.. „-, . ..... . ���, <br /> $ 36.Q"X 60.0" 29.73"X 25.75' 30.13"X 26.75" G7 +$Q.Q -60.0 °o o°� <br /> 0 5. Site conditions that deviate from the details of this drawing require furfher ¢¢� <br /> m engineering analysis by a licensed engineer or registered architect. a6.o^x�zo" 29.13^x si.�s^ 30.73°X 32.75� c� +50.0 -55.0 j j p <br /> .`y <br /> 36.0"x 78.0" 29.73"X 34.75" 30.13"X 35.75' Gl +45.0 -45.0 `f�^ <br /> g i <br /> 0 <br /> �N N� <br /> r� n�\C <br /> 44.0"X 75.0" 37,13"X 33.25" 38.13"X 34.25" Gl +$$.0 -35.0 <br /> 7ABLE OF COMENTS <br /> M N^� <br /> °` SNEE(# DESCRIPTION 52.0"x 62.0" 45.73"X 26.75' 46.13"X 27.75' Gl +35.0 -35.0 ���� �2��, <br /> � 1 Typicai elevations,design pressures 8,general notes sc+�: N.T.S. <br /> ° 2 Hor¢ontal cross sections 48.0"x 84.0" 41.13"X 37.75' 42.13"X 38.75' G7 +$0.0 -30.0 ��,�; JK <br /> v 3 Vertical cross sections <br /> a cHK,er: LFS <br /> q Buck and frame anchoring 44,0"x 96.0" 37.13"X 43.75" 38.73"X 44.75' Gl +25.� -25.0 DRAWINC N0. <br /> � 5 Bill of materials,components and glazing detail <br /> a NOTE MAX.FRAME HEIGHT AND WIDTH OCCUR ON SEPARATE UNITS FL-1 1720.7 <br /> SMEET 'I OF S <br /> d <br /> I <br />