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: <br /> L NOTES <br /> SINGLE HUNG - NON-IMPACT 1.THEP GENERALNOTESRODUCT SHOWNHEREINISDESIGNEDAND ® • <br /> (SHOWN W/DIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDA WINDOW SYSYEMS <br /> BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. <br /> OCALA,FLORIDA34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.CC <br /> 3.CONFIGURATIONS:"O/X". <br /> FLANGE WIDTH FLANGE lWIDTH 610 PVC <br /> 531/8" 531l8" 4 -NEGATIVE DESIGN DESIGN PRESSURELOADS BASED ONE ATING(SEE TESTED PRESSURE SINGLE HUNG <br /> MAX UNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300-04. NON-IMPACT <br /> 49 1116" 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 33113/STRESS INCREASE HAS NOT ❑ <br /> BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE o o 0 <br /> SHEET 7 FOR ANCHOR DETAILS. D DURATION <br /> 1 FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR <br /> LU LU :E m <br /> 77114" I� Tl1/4" CALCULATIONS. w w w <br /> FLANGE I FLANGE fA <br /> HEIGHT HEIGHT O O Z 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT <br /> PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE w F5 <br /> B 1 S <br /> 76' I O GLASS DLO N Z W <br /> MAX 34 5/16" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT a d w <br /> UNIT C GLASS DLO 76" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 0 ❑ <br /> HEIGHT MAX O F w m <br /> UNIT 8.SERIES!MODEL DESIGNATION SH-610. o o <br /> I 8 HEIGHT ❑ w aLU <br /> 1 1 7 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: c Z <br /> 1 X=OPERABLE SASH,0=FIXED SASH <br /> O U m ¢ OZ <br /> 7 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A <br /> �»uururr+ <br /> 371/4" D SIMILAR LOCATION. S%% OREljt <br /> MAX 1 7 30 1!6' 27 3/16^ FROM 0� `� O E N 3"'oG <br /> SASH 1 I MAX /\ GLASS DLO 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5" q,:'�� 4, <br /> HEIGHT 1 34 5/16" BOTH ENDS. J' <br /> 4 GLASS DLO SASH =v�: Ro 58201 �:73$ <br /> HEIGHT '- <br /> p <br /> Lucas A.Turner qo STATE OF .t�� <br /> 1 2016-02-23 <br /> p I i 47" 09:29-05:00 <br /> GLASS DLO <br /> C <br /> 4915116' ++rrnurrt��� <br /> A MAX SASH W IDTH y2 <br /> GLASS DLO ORIEL 2/2312 0 1 6 <br /> 491511s" LUCAS A.TURNER,P.E. <br /> MAX SASH WIDTH <br /> FL PE#56201 <br /> EQUAL SPLIT NORTH PORT,FL3 288 <br /> PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> MAX. UNIT EXTERNAL GENERAL NOTES AND <br /> TABLE OF CONTENTS CONFIG. DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS <br /> SIZE REINFORCEMENT DRAWN BY: DATE, <br /> GENERAL NOTES&ELEVATIONS.....1 „ „ <br /> DP CHARTS..........................................2 EQUAL 37 x 76 NONE ADE 08/09/14 <br /> GLAZING DETAILS...............................3 SEE COMPARATIVE DWG#: RE.: <br /> SECTION VIEWS..................................4 EQUAL NONE <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 /> SCALE: SHEET <br /> INSTALLATION DETAIL.......................7 •ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 120 1 OF 7 <br />