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_ ' �� <br /> �;, <br /> . ..> <br /> GENERAL NOTES: <br /> HORIZONTAL SLIDER - NON-IMPACT 1.THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED ����•� <br /> • (SHOWN w/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT �IN�OW SYSTEM1IS <br /> EDITION. 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 2) N1N/W.CWS.CC <br /> 126�le' 3.CONFIGURATIONS:"OX","XO",'XOX" <br /> MAX.OVERALL FLANGE WIDTH SZOO PVC <br /> 125 5/8'MAX.UNIT WID7H 4.DESIGN PRESSURE RATING(SEE SHEET 3): <br /> -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORZ.SLIDER <br /> 5Q �Z3(8_ GLASS TABLES ASTM E-1300-04. . NON�IMPAC� <br /> GLASS DLO GLASS DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER <br /> p INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> 'i- ASTM E-1300-04. �n N r o <br /> 63 i/4• B 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED N N � � H <br /> 0 ERALL j e IN THE DESIGN OFTHIS PRODUCT.SEE SHEET 6 FOR ANCHOR o o � o � <br /> FLANGE C DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD <br /> HEIGHT M�, 57 13/i6 8 55 iia" ANCHOR CALCULATIONS. � o o p } <br /> UNIT X GLASS^ O X D GLASS w ¢ ¢ ¢ m <br /> HEIGHT DLO g DLO 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Z � <br /> 589/16• SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. m o m Z <br /> M(V(. LL 6 LL � <br /> SASH __ 7 ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT � LL � � <br /> HEIGHT � F � � USED AT FIXED MEETING RAIL AND JAMB. N � $ w Z � <br /> ¢ w ¢ F- O W <br /> -- 35 11/16 F t� p A 8.SERIES/MODEL DESIGNATION HS-8200. a Q a z a � <br /> w o �w w [L <br /> E MAX. 8 E 9.THE DESIGNATION X AND O STAND FOR THE FOLLOW ING: Q � Q Q U <br /> SASH WIDHT X=OPERABLE SASH,O=FIXED SASH � o � � � <br /> a a a a W <br /> . 7 � 7 7 O <br /> 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR <br /> MAX OVERALL LOCATION. � U m ¢ Z <br /> Fl.nNGE WIo7H 11 EXTERNAL W EEP SLOT=1l4"x 1"LOCATED 6"'FROM BOTH ENDS. `���`���DRE�r�r���i <br /> 54'MAX.UNIT WIDTH ����GPg����NSF(�'Py��� <br /> 23 3l16" 23 3/16" J,: No 5820T �:��: <br /> GLASS DLO GLASS DLO Lucas A.Turner � <br /> A �*: yr '*� <br /> 2015-04-03 • — <br /> -- -- 13:06-04:00 :9'• STAT£ OF '�' <br /> 63 1!4' � 'iO'C�•R P'c�'�. <br /> MAX. `�B_9!]fi_ I �i F`'•G p R 1 t; ♦�• <br /> OVERALL� MAX. ��S' ��� <br /> FLANGE SASH 57 13/16" ��+�S f�NA�i�*y��� <br /> HEIGHT HEIGHT B v O B GLASS <br /> 62" /\ DLO � z� <br /> MAX. G�S 4/3/2015 <br /> UNIT DLO � <br /> HEIGHT � i LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> 1239 JABARA AVE. <br /> (�, NORTH PORT,FL 34288 <br /> 2s ti2^ PH.941-380-1574 <br /> MAX.SASH WIDTH SHEET�ESCRIPTION: <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS ELEVATIONS <br /> GENERAL NOTES 8 ELEVATIONS....1 DRAWN BV� DATE: <br /> GLAZING DETAILS..............................2 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING AAJ o�ioiios <br /> COMPARATIVE ANALYSIS.................3 <br /> SECTIONVIEWS&ALT.FRAME....4-5 XO 54"x 62" SEE COMPARATIVE ANALYSIS NONE DWGA: REV: <br /> EXTRUSIONS&B.O.M............ ...........6 CWS-340 D <br /> ANCHOR SCHEDULE&NOTES..........7 XOX 1/4 1/2 1/4 125-5/8"x 62" CHART, SHEET 3 NONE S��.E: <br /> INSTALLATION DETAILS..... ..............8 SHEET <br /> 1:33.33 1 OF8 <br />