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GENERAL NDTES: <br /> SINGLE HUNG - NON-IMPACT I 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW NDOW SYSTEMS <br /> WIDIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT W <br /> 54 3/8 EDITION. 1900 SW 44TH AVE. <br /> MAX OVERALL OCALA,FLORIDA 34474 <br /> FLANGE WIDTH MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 2) W W W.CWS.CC <br /> 53118' FLANGE WIDTH <br /> MAY.UNIT WIDTH 3.CONFIGURATIONS:"O/X'. <br /> 4815I16' MAX,UNIT WIDTH 8100 PVC <br /> G4 SS DLO qg 15/16' 4,DESIGN PRESSURE RATING(SEE SHEET 2): <br /> NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG <br /> GLASS DLO GLASS TABLES ASTM E-1300-04e01/09. NON-IMPACT• <br /> __ _ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER <br /> 77 114" INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> OVERALL I 33 5116' 69 112" ASTM E-1300-04e01109. Z O Q <br /> FLANGE B I B GLASS <br /> OVERALLFLANGE i O 33 5116" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z w�o ¢w o w <br /> HEIGHT GLASS IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR W Z O Z =�z <br /> MAX, HEIGHT DLO DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD o H w 3}O f _ <br /> HEIGHT MAx4" ANCHOR CALCULATIONS. Z Z=�¢Z W O O <br /> 36 11116" 6 I HEIGHT T 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE p O O,Z 0-F-rn a <br /> MAX. X C 33 3I8' 30 3/16' SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z p O O—Z j U <br /> SASH I 6 GLASS MAX I 26 718' ¢ Z V u)Z <br /> HEIGHT 1 DLO SASH I ,` GLASS } Q LL W p Z LLp Z <br /> D DLO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT O p. <br /> 6 HE C USED AT FIXED MEETING RAIL AND JAMBcl <br /> . '< O ?3 OZ <br /> q I I 8.SERIES 1 MODEL DESIGNATION SH-8100. Z y W rn O ui~ <br /> A F-- 6 5116' --I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: x~a: w j w O <br /> GLASS OLD GLASS DLO X=OPERABLE SASH,O=FIXED SASH D- ~ a 0: IL <br /> EQUAL SPLIT 5 HI SASH ORIEL 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ``�y`"%y Mr j1�"���'', <br /> LOCATION, <br /> 54 318" 11.EXTERNAL WEEP SLOT=1/2"x 2-1/2'LOCATED 4"FROM BOTH ENDS. <br /> MAX OVERALL v: No 58201 <br /> FLANGE WIDTHlr' ,k ;•k <br /> 531/8' b' STATE OF :•Ll:MAX UNIT WIDTH <br /> GLASS DLO Lucas ��iFsFC O R 1.... <br /> 63 5I1� 2017-08-30 <br /> 6' Turner <br /> MAX OVERALL O 133 5 17:10+20:00 <br /> FLANGE GLASS <br /> HEIGHT DLO <br /> 62 1116' <br /> UNIT T— 8/28/2017 <br /> UNI <br /> HEIGHT 224'X `, 20 11/16- <br /> SASH 4 x GLASS LUCAS A.TURNER,P.E. <br /> HEIGHT IJ DLO FL PE#58201 <br /> J- 1239 JABARA'AVE. <br /> NORTH PORT,FL 34288 <br /> 465/16' PH.941-380-1574 <br /> GLASS DLO <br /> SHEET DESCRIPTION: <br /> 60/40 SPLIT ORIEL GENERAL NOTES AND <br /> TABLE OF CONTENTS ELEVATIONS <br /> CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BV: DATE: <br /> GENERAL NOTES 8 ELEVATIONS.....? <br /> DP CHARTS 8 GLAZING DETAIL....:...2 EQUAL 53-1/8"x 76" NONE BAT 04/29/08 <br /> SECTION VIEWS B ALT.FRAME.......,3 SEE COMPARATIVE ANALYSIS DWG#: REV.: <br /> EXTRUSIONS&B.O.M.........................4 5 HI ORIEL 53-1/8 x68-1/4 CHART, SHEET2 <br /> I NONE CWS-154 F <br /> ANCHOR SCHEDULE " NONE SCALE: <br /> NSTALLATIONATION DETAILS.....................6 60140 ORIEL 53-1/8 x 62-1/16 <br /> SHEET <br /> 1:33.33 1 OF 6 <br />