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SINGLE HUNG-NON-IMPACT GENERAL NOTES: <br /> (SHOWN W/DIFFERENTOPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOWtStS� <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(MC),CURRENT 1903 SW44TH AVE <br /> EDITION. OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 2) <br /> WWW.CWS.CC <br /> 3* FLANGE WIDTH -UNIT A STANDARD WITH-k GLASS <br /> FLANGE WIDTH <br /> Sot -UNIT B STANDARD WITH j•GLASS 670 PVC <br /> 37• MAXUNITWIOTH SINGLE HUNG <br /> 3.CONFIGURATIONS:'Ol7C_ <br /> 48• 4.DESIGN PRESSURE RATING: NON-IMPACT <br /> �.,7. GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND <br /> GLASSDLO GLASS TABLES ASTM E-1300.04.[Fr <br /> POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n N r <br /> INFILTRATION TEST PRESSURE AND GLASS TABLES $ Qo <br /> ABTME-1300-04. <br /> 1 m Y <br /> &ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED 'm w w m <br /> 731' 7t1• VB <br /> IN THE DESIGN OFTHIS PRODUCT SEE SHEETS 6-7 FORANCHORFLANGE ( RANGE LASS DLO DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR o Z <br /> HEIGHT O I HEIGHT B O WOOD ANCHOR CALCULATIONS, <br /> S.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE 00 o w <br /> SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 02'SQ <br /> qq a <br /> 76• T.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM o F <br /> HEIGHT UI�N T SEALANT USED A7 FIXED MEETING RAIL ANO JAMB, o ��w <br /> HEIGHT I e 6.SERIES I MODEL DESIGNATION SH-610. @ 5 z a <br /> G 614D <br /> e S.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Z <br /> X D X=OPERABLE SASH,O=FIXED SASH ���$y+dPNp�TN rTGr� <br /> 37�• X 6 IM SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN ASIMILARMAX F <br /> `�-••y1C ENSF•y 4 <br /> 4 HSASH 7 GLASS OLD LOCATION. �v No 6B2Di 'P <br /> G 11.EXTERNAL WEEP SLOT=114x1-172'LOCATED S FROM BOTH - <br /> ENDS. %9 i STATE OF <br /> 31i�3. E A C <br /> GtASS DLO 7 sED Lucas A.Tumer °�hSioNri� ;a`' <br /> 2016-08-05 <br /> MAxs�wlDlx as'� A 15:14-04:00 Z <br /> GLASS OLO $15/2016 <br /> 4,�^,t�T5�� LUCAS A.TURNER,P.E. <br /> UNIT A MAXSASH WIDTH BARA 01 <br /> i239 39 JAHARA AVE. <br /> NORTH PORT,FL.34288 <br /> PH.941-380.1S14 <br /> UNIT H snEETD OPTION: <br /> GENERAL NOTES AND <br /> ELEVATIONS <br /> TABLE OF CONTENTS MAX.UNIT DESIGN PRESSURE IMPACT <br /> ORAYINBr: DATE' <br /> GENERAL NOTES B ELEVATIONS-1 SIZE REINFORCEMENT {SATING RATING <br /> s�6 or�znls <br /> GLAZING DETAILS.....,......-------2 DWca Ev: <br /> SEGnON VIEWS-..-.....„--.-_-.-....._3 53-118"x 76" 2115 +1 PSF NONE S-1p95 C <br /> EXIRUSIONS S B.O.M.-M._._.-.,...4 37"x72" 200912115 +l-3355 PSF NONE <br /> ANCHOR SCHEDULE 6 NOTES.--S SHEET <br /> INSTALLATION DETAILS.-..-.-.---S-7 11 S <br /> IOF7 <br />