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SINGLE HUNG-NON-IMPACT GENERAL NOTES- <br /> (SHOWN WiDIFFERENT 0 IONS) "THE PRODUCTSHOWN HEREIN IS DESIGNEDANDMAN UFACTURED VONDOWSYSIgMs <br /> 0 COMPLY THE FLORIDA BUILDING CODE t <br /> T CURRENT <br /> EDITION. 1900SW44TH AVE <br /> 64k OCAA FLOFUDA34474 <br /> • FLANGE WIDTH Z GLAZING OPTIONS:(SEE SHEET 2) www.CwScC <br /> FLANGEWIDTH UNITA STANDARD VVITH k GLASS <br /> 37' •UNIT 8 STANDARD WITH J'GLASS <br /> MAXUNFrWDTH MAXUNrrVVIM 610 PVC <br /> .,41' <br /> 3.CONIFIGURAT[ONS:"CDC'. SINGLE HUNG <br /> cuss nth 4.DESIGN PRESSURE RATING' NON-IMPACT <br /> GLASS DLO <br /> -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND <br /> A GLASS TABLES ASTM E-13D044. <br /> -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n 3 ai <br /> 1NI"LTRATIONTEST PRESSUREAND GLASS TABLES <br /> ASTMS-13DD-04. <br /> 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED <br /> FLANGE 7" 344 IN THEDESIGN OF THIS PRODUCT.SEE SHEETS F,7 FORANCHOR <br /> HEIGHT GLASS DLO <br /> 0 1— DETAIL*-NNOLOAD DURATION FACTOR C&I.5 WAS USED FOR <br /> w <br /> WOODANCHOR CALCULATIONS. z <br /> B 0 E3 0 <br /> O DJ <br /> &NOTAPPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE <br /> WMAX C SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION, g <br /> IT <br /> HEIGHT MAX T.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM 2: <br /> UNIT SEALANT USED AT FIXED MEETING RAIL AND JAMS, <br /> HEIGHT 1110 <br /> &SERIES I MODEL DESIGNATION SH-510. <br /> C <br /> 9-THE DESIGNATION X AND 0 STAND FOR THE FOLLOWNG: v ¢z <br /> x S X-OPERABLE SASH,0=FIXED SASH <br /> x 4;11�1 jj�OREW;�ll <br /> ........ <br /> MAX 344. 10-SECTION CALLOUTS APPLY To ALL ELEVATIONS IN SIMILAR .. <br /> SASH <br /> HVSKr 7 GLASSOLO LOCATION. 'vr N.5921, <br /> D tp'. — <br /> 11.EXTERNAL WEEP SLOT=114 x I-lir LOCATED S'FROM BOTH <br /> ENDS. <br /> '_P 30 � % STATE OF i4US <br /> GLASSDLO C R I lt&z <br /> D <br /> Lucas A.Turner .......... <br /> A 2016-08-06 <br /> MAX ar{ 15:14-04.00 <br /> 85/2016 <br /> LUCAS A.TURNER,P.E. <br /> FL�. Ss , <br /> UNIT A MAX SASH WIDTH FL,-_"G2.' <br /> AB RA <br /> 1239JABARAAVF_ <br /> 7NORTH PORT,FL 342as <br /> P, ,.:sc <br /> PH-M-380-1574 <br /> L . .. <br /> NO <br /> RTH <br /> 0 <br /> C I R 2 <br /> I,A TH H S A L 9 <br /> T <br /> PE' <br /> JAB <br /> PORT, <br /> G sc'N E <br /> A <br /> I 0 3 4 <br /> M4 <br /> P <br /> UNIT 13 SMEEf DESCRIPTIOM <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS ELEVATIONS <br /> MAX UNIT DESIGN PRESSURE IMPACT <br /> GENERAL NOTES&ELEVATIONS._1 REINFORCEMENT <br /> GLAZING DETAILS..........___9 SIZE I RATING RATING SJB 06/27/16 <br /> SECTION VIEWS - 3 53-1/8"x 76" 2115 WG—. <br /> EXMUSIONS SCHEDULE <br /> I +/_35 PSF <br /> ANCHOR SCHEDULE a NOTE_%___S 37"x 72' CWS-1099 0 <br /> INSTALLATIONDliTAILS SqNONE 7 SHEET <br /> I OF7 <br /> .. <br />