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GENERAL NOTES: <br /> SLIDING GLASS DOOR - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND �°�°�� <br /> WINDOW SYSTEMS <br /> MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE. <br /> CODE(FBC),CURRENT EDITION. OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 4) WWWCWS.CC <br /> 185 4 PANEL WIDTH* 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT 880 PVC <br /> LIMITED TO: SLIDING GLASS <br /> "XO",-OX","XX.,"OXO°,"XXX",°OXXO",-XXXX", <br /> 4611g "PX","PXX-,"PXXX7."PXXXX",°PXXP","PXXXXPI.,°PXXXXXXP", DOOR F - <br /> MAX.PANEL WIDTH "PXXXXXXXXP" NON-IMPACT <br /> A POCKET 2 TRACK,3 TRACK,4 TRACK <br /> 4.DESIGN PRESSURE RATING: Lyj <br /> -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE <br /> 4D&'GLASS DLO II AND GLASS TABLES ASTM E-1300-04. o <br /> -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, <br /> II WATER INFILTRATION TEST PRESSURE AND GLASS TABLES m <br /> II ASTM E-1300-04. co <br /> 96" I II 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN O <br /> UNIT <br /> MAX' B I II C B USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 U) <br /> HEIGHT I II 11 FOR ANCHOR DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 Z > <br /> I II B WAS USED FOR WOOD ANCHOR CALCULATIONS. O w <br /> 938 I �/ �/ II �/ �/ I 11 d <br /> MAX. X X II X X F 6.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT <br /> HE G L II 1P PROTECTIVE SYSTEM REQUIRED IN WIND BORNE DEBRIS <br /> II G REGION. ui <br /> I 8 y1o� II 12 7.ALL FRAMES ARE PROCESSED AND SCREWED p <br /> GLASS TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED Z <br /> DLO ii TOGETHER. ,��pttii�hr��� <br /> ��0` tjOREW T k <br /> II I 8.SERIES/MODEL DESIGNATION SGD 880. `���W.-*.,G E N g�G��.+4 <br /> II 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: �;• No 58201 •'-P <br /> • X=OPERABLE SASH,0=FIXED SASH,P=POCKET/HOOKSTRIP *p k <br /> av: ia= <br /> A 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A ' STATE OF . & <br /> E D A SIMILAR LOCATION. �o'•,� a4u <br /> 12 12 11 ���F .<,0R10. *GNQN <br /> 11.WEEP SLOTS=1/2"x V LOCATED @ BOTH ENDS. ,��lSS%ONM,�0Q,, <br /> Lucas A.Tumer Xx <br /> 2016-07-06 7/6/2016 <br /> 23:05-04:00 LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> PH.941-380-1574 <br /> TABLE OF CONTENTS SHEET DESCRIPTION: <br /> GENERAL NOTES AND <br /> GENERAL NOTES&ELEVATIONS DESIGN PRESSURE ELEVATIONS <br /> DP CHART......:....................................2 MAX.PANEL SIZE RATING IMPACT RATING DRAWN BY; DATE: <br /> SECTION VIEWS.......................-........3 <br /> BOM&GLAZING DETAIL...................4 6LZ 04/20/16 <br /> EXTRUSIONS..................................5-6 48-15/16"x 93-3/8" +/-65 PSF NONE DWG#: REV.: <br /> TRACK WIDTHS..................................7 <br /> - ANCHOR SCHEDULE 8 NOTES........8 CWS-1147 - <br /> ANCHOR PATTERNS....................9-10 SCALE: SHEET <br /> INSTALLATION DETAILS.............11-12 •(4)PANELS SHOWN;UNLIMITED NUMBER OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 12 <br />