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SINGLE HUNG-NON-IMPACT GENERAL NOTES: <br /> fSHOWN W/DIFFERENT OPTIONS) l.THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACrURED <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FEC),CURRENT <br /> EDITION. 1900SW44THAVE <br /> CCAIA FLORIDA 34474 <br /> FlMG;-llllT" 2.GLAZING OPTIONS:(SEE SHEET 2) wWVLCWS.CO <br /> GE FLANWIDTH UNIT A STANDARD WITH&GLASS <br /> 6 UNIT 8 STANDARD WITH J'GLASS <br /> 3r 610 PVC <br /> MAXUN WIDTH <br /> NITDTH <br /> MAX IjW 3.CONFIGURATIONS**CM- SINGLE HUNG <br /> 4 <br /> GIASSV DLO 4.DESIGN PRESSURE RATING: NON-IMPACT <br /> . <br /> GLASS D -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND —————— <br /> A GLASS TABLES ASTM E-13D8-04. <br /> -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATE <br /> R <br /> INFILTRATION TESTPRESSURE AND GLASS TABLES G Q <br /> ASTME-13DO-04. <br /> 5.ANCHORAGE.,THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED <br /> 77. 341' IN THE DESIGN OF THIS PROOUC`T�SEE SHEETS 6-7 FORANCHOR to <br /> ..E FLGLASS <br /> ——— <br /> SS DURATION FACTOR Cd-l.SWAS USED FOR <br /> HEIGHT WOOD HEIGHTANGE GLA 4DLO DETAILS.WiNDLOAD DURA WOOD ANCHOR CALCULATIONS. 0 z <br /> B 0 B <br /> 6.NOT APPROVED FOR IMPACT RESISTANCE,IMPACT PROTECTIVE <br /> 0 m <br /> 7rhax 7i. <br /> C SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. !2 R E <br /> MAX T-ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM 8 OF <br /> HEIGHT <br /> UNIT SEALANT USED AT FIXED MEETING RAIL AND JAMS. <br /> HEIGHTB ow <br /> a &SERIES I MODEL DESIGNATION SH-51 0. <br /> C U m< <br /> 6 9.THE DESIGNATION RAND 0 STAND FOR THE FOLLOWING: z <br /> x x X-OPERABLE SASH,0=FIXED SASH ""re <br /> " ...... <br /> MAX 341' 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ;�.ytC .... <br /> SASH F GLASS OLD LOCATION. <br /> swal HFtGHT D G 11.EXTERNAL WEEP SLOT=114 xl-lIT LOCATEDS'FROM BOTH 4r <br /> ENDS. <br /> WP. STATE OF W Z <br /> C­ A. <br /> GLASS DLO A 4. o. ........I � <br /> .A' <br /> D Lucas A.Tumer <br /> 3* A 2016-08.05 <br /> MAXSASHWIDTH 4()�,& 1514-04:00 <br /> GLASS DLO _ 81612016 <br /> UNIT A 4e6 LUCASA.TURNER'P.E. <br /> MAX SASH WIDTH FL PE#58201 <br /> 1239JABARAAVE. <br /> NORTH PORT,FL34288 <br /> PH.941-380-1574 <br /> UNIT B SHEET VErCR—PTjotk <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS ELEVATIONS <br /> GENERAL NOTES&ELEVATIONS....1 MAX.UNIT REINFORCEMENT DESIGN PRESSURE IMPACT Aw <br /> V1 6, <br /> p S <br /> GLAZING SIZE RATING SJB 06/27/16 <br /> S <br /> ECTION VIEWS_*_M_*.*"_*.___._'____*_3 T3-j/8,,x 7&1 2115 _1_ P_S wGk <br /> EXTRUSIONS 4 FNONE <br /> &B*o 'hDTES 5 3 <br /> ANCHOR SCHEDULE& 37"x 72" 2009/2115 5 PS NONE <br /> CWS-1099 C <br /> INSTALLATION DETAILS.............6.7 3 F <br /> 'H T <br /> ...... SHEET <br /> 110 7 <br /> F OF 7 <br />