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Silver Line <br /> SILVER LINE W I N D O S AND DOORS <br /> V3 SERIES 70 SERIES <br /> ONE SILVERLINE DRIVE <br /> NORTH BRUNSWICK,NJ 08902 <br /> GLIDING WINDOWS 8700 PH.IaDD123-22e <br /> (IMPACT)(HVHZ) J =m E <br /> 8 <br /> o 9 _dg <br /> GENERAL NOTES: \ Z s s o E <br /> Z W m <br /> 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND DESIGN PRESSURE TABLE TABLE OF CONTENTS <br /> MANUFACTURED TO COMPLY WITH THE CURRENT EDITION SHEET REVISION SHEET DESCRIPTION h 2 Z m ED <br /> FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING Q <br /> BEEN EVALUATED ACCORDING TO THE FOLLOWING: 1 - GENERAL NOTES&GLAZING DETAILS w w (/ <br /> • AAMA/WDMA/CSA 101/I.S.2/A440-11 2 - ELEVATIONS&ANCHOR LAYOUTS sL w \ <br /> 73.0 X 53.0 XO +50/-50 PSF LARGE MISSILE <br /> • ASTM E16- <br /> • ASTM E199 <br /> 6-12 " " 3 - VERTICAL SECTIONS H <br /> • TAS 20-94 <br /> TAS 202-94 4 - HORIZONTAL SECTIONS REMARKS BY DATE <br /> • <br /> • TAS 203-94 5 - ANCHOR DETAIL&SCHEDULE 5TH FBC EDITION FM 10/17 <br /> 2. ADEQUACY OF THE EXISTING STRUCTURAL 6 - COMPONENTS&BILL OF MATERIALS <br /> CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING <br /> AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF , <br /> WITHSTANDING AND TRANSFERRING APPLIED PRODUCT ON O DFSCRi FpR OEO NERE�N ARE DFN <br /> LOADS TO TH E FOU NDATION IS THE RESPONSI BILITY OF TH E At,miv nOFREOM"nEO—OALm Asrcaslc <br /> ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF SFROMT RE EDEIDRIDnSEAUSE Ix5iN4n0x TODEWTE <br /> INSTALLATION. 3/4"O.A.LG sosslxEEeo enainnssn.0 aiipiinisrennca <br /> CONSISTING OF: <br /> 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 1/8"ANNEALED GLASS Igltally slgnPq py H&kt6/Fr Norero,P.E. <br /> ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE AIRSPACE eeson:Gehl tI dduVnenl <br /> STRUCTURE.BUCK DESIGN AND INSTALLATION 15 THE I 1/8."ANNEALED GLASS `?RB�8. •.H <br /> RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 0.09'PVB INTERLAYER <br /> FOR THE PROJECT OF INSTALLATION. 1/8"ANNEALED GLASS =v� E S• �p i <br /> SETTING BLOCK \ SPACER MATERIAL:BUTYL-REINFORCED STEEL �. N .7 7 <br /> 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC , <br /> AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC "9 S A OF `SITE:IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE / SILICONE `A <br /> FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED <br /> ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFICDOCUMENTS FOR USE WITH O'� - )��'�• �� <br /> AREAS.IN HVHZ AREAS,ONETIME PRODUCT AIS DOCUMENT'PROVALT02 EXTERIOR INTERIOR <br /> BE OBTAINED FROM MIAMI-DADE RER OR AHJ. NE>lE/Eklq HVflblb�a.E <br /> I/ FLORIDA P.C.No 2me <br /> S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED 1/2"MIN.GLASS ""'BIND BRDPs,INc <br /> ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. Doe a NIA B A.. alw a]e <br /> BITE GLAZING DETAIL DA OF BEACILIZ]J <br /> iBPE CFAT.DE wnlCwunax NR.zs52e <br /> 6.WINDOW FRAME MATERIAL:PVC FL N: <br /> GLAZING NOTES: F L14994 <br /> 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS 1. GLASS TYPE AND THICKNESS SHALL COMPLV WITH <br /> CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. ASTM E1300 REQUIREMENTS AS WELL AS APPLICABLE DATE: <br /> SAFETY GLAZING REQUIREMENTS PERTHE FBC. 09.26.17 <br /> THICKNESS,TEMPER,AND SAFETY GLAZING DWG.BY: CHK.BY: <br /> REQUIREMENTS SHALL BE REVIEWED ON A SITE CL H FN <br /> SPECIFIC BASIS. SCALE: NTS <br /> 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 <br /> i (SHORE A)AS REFERENCED IN FBC CHAPTER 24. DWG.H: S W D029 <br /> 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH SHEET: <br /> FOR GLASS WIDER THAN 36"AS PER FBC CHAPTER 24. <br /> 4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX <br /> ' VALUES IN GLASS CHARTS. <br /> OF 6 <br />