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� GENERAL NOTES: � <br /> ; CASEMENT - NON-IMPACT 1 THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED ������s�' <br /> ( WIP8�it7tihJ SYS'T�J�SS <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CUFRENT �g00 SW 44TH AVE. <br /> EDITION. <br /> � OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET2) N1WWCWS.CC � <br /> I �—MAX.FLANGE WIDTH i <br /> � ------ 36" -- 3.CONFIGURATIONS:"X". ALL W INDOWS OPEN TO OUTSIDE-LEFT OR <br /> MAX.UNIT WlDTH RIGHT H4OO PVC . <br /> II MAX.SASH WIDTH I 4 DESIGN PRESSURE RATING(SEE SHEET 2); CASEMENT ' <br /> i -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND NON-IMPACT • <br /> ! �-- A ' P SSTIVE DES GN LOADS BASED ON,TESTED PRESSURE,WATER <br /> i <br /> i --- ---- — INFILTRATION TEST PflESSURE AND GLASS TABLES � '�n � rn m I <br /> i I � ASTM E-1300-04. i i^ �- o o i <br /> i <br /> i !N M N O I—� <br /> I JJJ� I 5.ANCHORAGE:THE 33 1?396 STRESS INCREASE HAS NOT BEEN USED i ,o � o o �: <br /> � � � I IN THE DESIGN OF THIS PRODUCT SEE SHEET 6 FOR ANCHOR � � " <br /> DETAILS. WINDLOAD DURATION FACTOF Cd=1.6 WAS USED FOR WOOD I �� p p p �.� <br /> I � � I ANCHOR CALCULATIONS. ; w ¢ ¢ ¢ m; ; <br /> I MAX � ' / � -- ------ -��--��i <br /> ; FLANGE I ( � I 6.NOT APPFiOVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE ! ,m m ¢ 'Z. <br /> HEIGHT B I i � i B SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. �LL LL- a � i0' <br /> � � 'v o o m i(ni <br /> i �� 7 ALL FRAMES AND VENTS FULLY WELDED. ; �N N v�i � '> <br /> ' I I � w w Z'W <br /> i / i �W W N W �'� <br /> 72" i I / I 8.SERIES;MODEL DESIGNATION CA-8400. � a a �n a �; <br /> MAX. W � W o C�� <br /> i HEIGHT � �/ ' � I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING. Q Q � � U: <br /> a cq f <br /> � X I 65 1/2• X=OPERABLE SASH i a a a ° w <br /> I I \ i '` I GLASS DLO _ i� .7 > > O I <br /> i I � I . — �- ..� <br /> ' i � \ ' I -- �� U [0 Q �� <br /> ?� <br /> f i 70' �� � I ,�1i11t�lli!(�r�, <br /> MAX. � i\ � � ,���� Pp10RE4y 1,4��� <br /> j SASH i i \\ { �l `���Q.�?.��GE.AI$�G'P�Cn�G <br /> HEIGHT <br /> i I , . + <br /> � ! � � � 6–{ Lucas A.Turner �`f: �0 58201 :�F� <br /> \ <br /> I � � , 2015-04-03 '*c rr '*" <br /> i ' �\ � I �� 12:52-04:00 �g'. STATE OF .��u�' <br /> . I ' �• I 5 i ��Q,c�•�A �•�� <br /> ! I \ � �ii�i�+s•C p R 1�P�j.���� <br /> .�.—_ -�--�-- ——— ( <br /> j ——— ,,��'Sig�rA��?�,`, <br /> i q i /-. � � y <br /> � v I r� <br /> 4/3/2015 <br />, /�� LUCAS A.TURNER,P.E. ~ <br /> FL PE H 58201 <br /> � ��t�z- 1239 JABARA AVE. <br /> GLASS DLO NORTH PORT,FL 34288 <br />� j PH.941-380-1574 <br /> LEFT HINGE SHOWN SH[C-TDESCRIPTION: <br /> � RIGHT HINGE-OPPOSITE <br /> ; GENERAL NOTES AND <br /> TABLE OF CONTENTS ELEVATIONS <br /> DflAWNBY ��DATE: �� <br /> ' GENERAL NOTES&ELEVATIONS. 1 MAX.'UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ADE o�iz�io� <br /> I ; GLAZING DETAILS&DP CHART .2 <br /> II � SECTIONVIEWS... ......... .3 DWG#: REV' <br /> � BOM&EXTRUSIONS.... ... ... ..: 5 36"x 72" SEE COMPARATIVE ANALYSIS NONE cws-iso 0 <br />' i ANCHOR SCHEDULE&NOTES. CHART SHEET 2 <br /> -- ----' <br /> SHEET i <br /> INSTAL T ON DETAILS. ....... ....6 + SCALEi is <br /> = — <br /> ------- — -`----- <br /> _ — - -- ------- --------- ----- – _ 1 O F 6 <br />