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SINGLE HUNG - NON-IMPACT GENERAL NOTES:1.THEPRODUCTSHOWNHEREINISDESIGNEDAND <br /> (SHOWN w/DIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDA WIPlDOW SYSTEMS <br /> BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 3) W WW.CWS.CC <br /> 54 3/8" 54 3/8' 3.CONFIGURATIONS:"O/X'. <br /> FLANGE WIDTH FLANGE WIDTH 610 PVC <br /> 4.DESIGN PRESSURE RATING(SEE SHEET 2): <br /> 531/8" 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 /> 49 1/16" 491/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, <br /> GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS <br /> TABLES ASTM E-1300-04. <br /> A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT o iz iz r <br /> BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE ao a o p <br /> SHEET 7 FOR ANCHOR DETAILS. W INDLOAD DURATION <br /> / I / FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR m z j <br /> 771/4' 771/4" CALCULATIONS. w w w CO <br /> FLANGE FLANGE <br /> HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT z <br /> PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE O <br /> B I B O 423/16" DEBRIS REGION. N a U) <br /> 0 <br /> MAX I 345/16" GLASS DLO O w <br /> 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT <br /> UNIT GLASS DLO ¢ IL d HEIGHT C 76" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. <br /> I / 8.SERIES/MODEL DESIGNATION SH-610. o o U <br /> B HEIGHT / w <br /> 7 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a z Z) o <br /> C X=OPERABLE SASH,0=FIXED SASH U m Q 0 <br /> 7 ! / 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A <br /> SMAX ASH X I D F 3D 1/e° X 273/1s^ SIMILAR LOCATION. �•�',,'S,P�DEN ''7G"p,i <br /> MAX GLASS DLO 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM VP;•�� SF �Z.� <br /> HEIGHT I 345116" SASH BOTH ENDS. :J= =C� <br /> 4 GLASS DLO HEIGHT z t No 58201 P <br /> D :*: * *= <br /> Lucas A.Turner <br /> 9 STATE OF , U <br /> A I I 2016-02-23 0�D .. •<u� <br /> 7 I I 47" 09:29-05:00 '�,E` •4 0 R t ID N -tl <br /> C GLASS DLO 4i S'S Ca <br /> 49 15/16" ��M o l$ <br /> A MAX SASH WIDTH 'Z� <br /> 47° <br /> GLASS DLO ORIEL 2/23/2016 <br /> as LUCAS A.TURNER,P.E. <br /> Max SASHSH WIDTH FL PE#58201 <br /> EQUAL SPLIT 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> PH.941-3B0-1574 <br /> SHEET DESCRIPTION: <br /> NOTES <br /> TABLE OF CONTENTS CONFIG. MAX. UNIT EXTERNAL SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING GENERAL ELEVATIIONSAND <br /> GENERAL NOTES&ELEVATIONS.....1 DRAWN BY: DATE: <br /> DP CHARTS..........................................2 EQUAL 37"x 76" NONE ADE 08/09/14 <br /> GLAZING DETAILS...............................3 SEE COMPARATIVE : <br /> SECTION VIEWS..................................4 EQUAL NONE DWG# REV.: <br /> EXTRUSIONS&B.O.M.........................5 53-1/8'x 76" "2011 ANALYSIS CHART, SHEET 2 CWS-935 C <br /> ANCHOR SCHEDULE&NOTES..........6 5 HI ORIEL <br /> INSTALLATION DETAIL.......................? SCALE: SHEET <br /> ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 1 OF 7 <br />