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`���1111111/!�/ <br /> O ... •/��i <br /> TH E RMA 1 TRU� _����� � .�"-- <br /> �� : <br /> -�����a �a�_ � <br /> DOORS :N��� p � a�'��" <br /> ? Z ��.o=�m <br /> �W•. :�� vi <br /> Fiber-Classic-. & Smooth-Star. �"'�.3���'--•-•�'o��'' �o�m <br /> 37.75 fRAME �I� *P ��� >> m <br /> WIDTH �•���1IIllllt� z o a'o 0 <br /> � � \" �� U N•;Z <br /> COM POSITE EDGE ' a � �, x z a <br /> N � Em z$ � <br /> oa <br /> GLAZED FIBERGLASS SINGLE DOOR __ M a �a m d a� <br /> 1NSWING/OUTSWING � I ; °Z � <br /> 9 �m U T41 <br /> $ "NON-lMPACT' Z Z � Ja <br /> � <br /> � � <� ' I Z� <br /> � GENERAL NOTES o� �o � )( ! � �z <br /> � _ � e o o� <br /> x <br /> °', ', 1•,..�This prbduct has b�en evaluated and is in compliance with the 5th Edition(2014J �w -�`�w ! p �o o� <br /> ��•. ';"'�.F�Orida Buildin�Code,{FBC)structural requirements excluding the"High Velocity m w m w i ¢,� J Q� <br /> � {'`: Hurricane Zone"�HVFIZ). � � ; i W� W �� <br /> I i �w tn �n <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor m � ¢� <br /> embedment to base material shall be beyond wall dressing or stucco. a ;� l � o �W <br /> o � <br /> � 3. When used in areas requiring wind bome debris protection,this product is required a a `� <br /> ��•`, • `•to be protected witk�an impact resistant covering that complies with Section J} <br /> � 1609.1.2 of the FBC. m <br /> V <br /> � 4. For 2x stud framing consfruction,anchoring of these units shall be the same as that <br /> - shown for 2x buck masonry construction. <br /> 5. Site conditions that deviate from the details of this drawing require further N Z <br /> engineering analysis by a licensed engineer or registered architect. DES/GN PRESSURE(PSFJ DESfGN PRESSURE(PSq � � <br /> CONFIG. UiE►NSERT DOOR GLAZING lOCKHARDWARE INSWING OUfSWING = <br /> � 6. Fber-Classic&Smooth-Star poor and Sidelite panels require the use of"J"parf MAX.D.LO. pOS1TIVE NEGA7IVE POSRIVE NEGAi1VE � � <br />' numbers and must be stained or painted within six months of installation. <br /> a X Lafch�Deadbolt +50.0 -50.0 +50.0 -50.0 � <br /> < iABLE OF CONTENTS Lip Life 21.12"X 63.12" � � <br /> v' SHEE!# DFSCRIPT(ON X MUlflpoltlf +50.0 -50.� +50.0 -50.0 � _ <br /> a 1 Typical 9evations,Design Pressures&General Notes � � <br /> X Latch 8.Deadbolt +50.0 -50.0 +50.0 -50.0 <br /> � 2 DoorPanel DetaBs Molded N� � <br /> � 3 000r Panel Detals Qpe� 21.12"X 63.12" �`+o ; <br /> �` 4 �evatioru X Multipoint +55.0 -55.0 +60.0 -60.0 " _ <br /> � 5 Hor¢onfal&VeRical Qoss Sections(2X Buck) ^Z � <br /> Z X �atch&Deadbolt +55.0 -65.0 +55.0 -55.0 <br /> Z 6 Horizonfal&VerficalCrossSections(1XBuck) FIVShGIaZed 24.72"XG3.38" onTe 6/i/i6 = <br /> < 7 Hor¢ontal&Vertical Cross SecHons�Direct to MasonryJ <br /> � X Multipoint +55.0 -65.0 +55.0 -55.0 sv,�: N.T.S. <br /> 8 Vertical Goss Sections(Threshoids� � <br /> a 9 Buck&kameAnchoring X Latch 8.Deadbolt +55.0 -65.0 +$5.0 -55.0 �W� �� �K m <br /> � 10 Hardware Defals Flush Glazed 26.0"X 63.38" cr+k er: LFS 3 <br /> E 11 Gl�ng Details � <br /> X Multipoint +50.0 -50.0 +50.0 -50.0 DRAWING N0. <br /> 12 Components � <br /> ' 13 Bill of Materials See Sheef 4 for Hardware Spec�cations FL-20461.9 � <br /> � SHEEf � OF 'I,3 � <br />