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SINGLE HUNG - NON-IMPACT GENERALNOTES: -- <br /> (SHOWN w/DIFFERENT OPTIONSI �% 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND ����• <br /> MANUFACTURED TO COMPLY WITH THE FLORIDA ��NDOW SYSTEfNS� <br /> BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 3) W W W.CWS.CC <br /> 54 3/8" 54�g� 3.CONFIGURATIONS:"O/X". <br /> FLANGE WIDTH FLANGE WIDTH 610 PVC <br /> 4.DESIGN PRESSURE RATING(SEE SHEET 2): <br /> 531/e" 531/8" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG <br /> MAX UNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300-04. NON'IMPACT <br /> 491/i6" 49 1/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, <br /> GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS <br /> TABLES ASTM E-1300-04. <n �n u> <br /> A 5.ANCHORAGE:THE 33 1!3%STRESS INCREASE HAS NOT � n � F <br /> BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE o a o � <br /> � SHEET 7 FOR ANCHOR DETAILS. WINDLOAD DURATION <br /> / � / FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR g � g � <br /> 77 7/4" 771/4" CALCULATIONS. w w w m <br /> FLANGE FLANGE � <br /> HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT c� Z <br /> PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE -' m O <br /> B � B O q23��6�� DEBRIS REGION. �n a � <br /> �6" i G�.nSS DLO °�° N z w <br /> MqX 3a SIt6" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT � °C O <br /> UNIT �. GLASS DLO w ¢ a E.. � <br /> HEIGHT 76" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. g � � a <br /> � MAX � � w OC <br /> UNIT 8.SERIES/MODEL DESIGNATION SH-610. W � Q v <br /> I B HEIGHT � 0 3 o W <br /> � � � 7 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a z � � <br /> � � X=OPERABLE SASH,O=FIXED SASH U m ¢ O <br /> 7 � � Z <br /> 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A ,��������1� <br /> 371/4" X � SIMILAR LOCATION. ���� ���i <br /> � � � ��� Pp]OR�b y T 4� <br /> SASH I � 30 1/8" I X 27 3/16" ��� 5•'�G E N��'•y ��i <br /> HEIGH7 i 34 5/16" MAX GLASS DLO >> EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM `��VQ';�,� SF ;QZ��� <br /> 4 SASH i, BOTH ENDS. J� � F� <br /> D GLASS DLO HEIGHT I �*�: No 58201 �*= <br /> j * • ~ <br /> LucasA.Turner %9'• STATE OF .'�� <br /> �J i 2016-02-23 :O�. ,� .��v� <br /> � � � � GLASS DLO 09:29-05:00 �'.�F'•��R��P'(?���` <br /> I C as 15/7s' ��iSS�ONA,�C�`�� <br /> A� MAXSASHWIDTH <br /> 47" �� <br /> GLASS DLO O R I EL zi2s�zo�s <br /> 4915/16" <br /> MAx SASH WID7H LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> EQUAL SPLIT 1239JABARAAVE. <br /> NORTH PORT,FL 34288 <br /> PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> TABLEOFCONTENTS CONFIG. MAX. UNIT EXTERNAL DESIGN PRESSURE RATING IMPACT RATING GENELEVAT�IONSAND <br /> SIZE REINFORCEMENT DRAWNBV' DATE: <br /> GENERAL NOTES&ELEVATIONS.....1 <br /> DPCHARTS.......... .........................2 EQUAL 37"x 76" NONE ADE oaiosna <br /> GLAZING DETAILS........ ...... ...3 SEE COMPARATIVE <br /> SECTIONVIEWS..... .........................4 EQUAL „ „ * NONE DWG#: REV: <br /> EXTRUSIONS 8 B.O.M. .................5 53-1/8 x 76 2011 ANALYSIS CHART, SHEET 2 cws-sss c <br /> ANCHOR SCHEDULE&NOTES.... ...6 5 HI ORIEL <br /> INSTALLATION DETAIL. 7 scA�E: SHEET <br /> ���������������� 'ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 <br /> 1 OF 7 <br />