Laserfiche WebLink
GENERAL NOTES: ) <br /> SINGLE HUNG - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND <br /> (SHOWN W/DIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDA WINDOW SYSTEMS <br /> BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET3) WWW.CWS.CC <br /> 54 3/8" 54 318• 3.CONFIGURATIONS:'O/X". <br /> FLANGE WIDTH FLANGE WIDTH 610 PVC <br /> 531/B" 531/8' 4.DESIGN PRESSURE RATING(SEE SHEET 2): <br /> MAX UNIT WIDTH MAX UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG <br /> .. AND GLASS TABLES ASTM E-1300-04. NON-IMPACT <br /> 491/16" 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 onr� ui <br /> 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT a a m <br /> BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE o o ❑ <br /> / I / SHEET 7 FOR ANCHOR DETAILS.WINDLOAD DURATION <br /> FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR � j <br /> 771/4" 771/4" CALCULATIONS. w w w m <br /> FLANGE FLANGE <br /> HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT U z <br /> PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE O <br /> B O I B ® 423/16• DEBRIS REGION. m a Ln <br /> 76'• I GLASS DLO m $ Z > <br /> . MAX 34 5/16• p w <br /> HUqIT EIGHT G` GLASS DL O <br /> 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT - cc <br /> 76" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. w a F- <br /> / cc <br /> MAX o r0 0 <br /> HUNIT <br /> EIGHT 8.SERIES/MODEL DESIGNATION SH-610. ,"„ <br /> CL <br /> 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: a z o <br /> X=OPERABLE SASH,O=FIXED SASH U m ¢ Z <br /> D F / 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A �«uino�ir�f� <br /> 371/4' X SIMILAR LOCATION. ��� ORE <br /> MAX I 7 301/8• 273f16" ,+Oc�F�.•:•••.. <br /> HEIGHT I I MAX X GLASS DLO 11.EXTERNAL WEEP SLOT-1/4 x 1-1/2"LOCATED 5"FROM ++`G4;'��0 E Sic'•Qif%' <br /> GLASS SASH BOTH ENDS. , No 58201 <br /> 4 D �/Jjjjj <br /> HEIGHT <br /> Lucas A.Turner2016-02-23 <br /> I �9� STATE OF ••1u� <br /> 7 I GLA ss DLO 09:29-05:00 .�N`s• o R ti: +�+ <br /> C S7�NA1-E��`% <br /> �,,�JI 49 15/16• ��Ulm <br /> ar <br /> A r MAX SASH WIDTH <br /> Z� <br /> GLASS DLO ORIEL 2/23/2016 <br /> as 15/1s <br /> MAX SASH WIDTH LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> EQUAL SPLIT 1239 JABARA AVE. <br /> NORTH PORT,FL34288 <br /> PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> MAX. UNIT EXTERNAL GENERAL NOTES AND <br /> TABLE OF CONTENTS CONFIG. SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS <br /> GENERAL NOTES&ELEVATIONS.....1 DRA N BY: DATE: <br /> i DP CHARTS..:.......................................2 EQUAL 37„x 76„ NONE ADE 08/09/14 <br /> 1 'GLAZING DETAILS...............................3 SEE COMPARATIVE SECTION VIEWS..................................4 EQUAL NONE DwGa: R .: <br /> AN RUSIONHEDUO.M..NOTES..........6 5 HI ORIEL 53-1/8 x 76 2011 ANALYSIS CHART, SHEET 2 CWS-935 c <br /> CHORINSTALLATION DETAIL................ 7 SCALY- <br /> ...... SHEET <br /> ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 1 OF 7 <br /> i <br />