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aILV LINE I AND DOORS siiveLir12 V3 SERIES '70 SERIES ON SILVERLINRUNSWICE DONE GLIDING W/ND O WS (8 700) NORTH anUDO)23.422K,NJ ODaDx PH:ID001 x39.922D Li (1 MP/.CT)(H,VHZ) J =m W o }o �� ••5- �mW oe GENERAL NOTES: o O�z 9a oa TABLE OF CONTENTS 41 3 •+ ; 1. THE PRODUCT SHOWNIHEREIN IS DESIGNED AND DESIGN PRESSURE TABLE w LD o DO MANU 5'CTURED TO C MPLY WITH THE CURRE14T EDITION -- SHEET REVISION SHEET DESCRIPTION m z Z DO °� FLORIDA BUILDING CO E(FBC),INCLUDING HVHZ AND HAS SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 1 GENERAL NOTES&GLAZING DETAILS (//_�.� BEEN EVALUATED ACCORDING TO THE FOLLOWING: h z n \a • AAMA/WDMA(CSA 101/1.5.2/A440-11 2 - ELEVATIONS&ANCHOR LAYOUTS \ g 73.0"X 63.0" X0 +SO/-50 PS= LARGE MISSILE in • ASTM E1886-0 _ • ASTM E1996-1Z 3 - VERTICAL SECTIONS r • TAS 201-94 4 - HORIZONTAL SECTIONS REMARKS BY DATE • -TAS 202-94 • TAS 203-94 S - ANCHOR DETAIL&SCHEDULE 6TH FBC EDITION FM 10/17 2. ADEQUACY OF THE EXISTING STRUCTURAL 6 - COMPONENTS&BILL OF MATERIALS CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF _ WITHSTANDING AND TRANSFERRING APPLIED PRODUCT TH[INSfAWlT10N OETNIE DFffRI0f0 HERE W Anf GFNERI[ AIIDIMYNOi REfIfR ARWlCON01NONf fOnA fV[OnC LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE DTI.IffDf COOOROHf Guff INSTuuLOx TOOEVIATf I,1 ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF I,oa ro.,llow Aus .ns Nou, .cewlo 3/4•'O.A.I.G f11lGlllffn ORMftnffR SMAIl VRE1ARE f1i[fPf[NI( INSTALLATION. CONSISTING OF: ,Exlsfnn"ff wT ''• 1/8"ANNEALED GLASS igllally sign f1YFL kftff Norero,P.E. 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND AIRSPACE eason:�N114� �"'T I Is/dd Jenl ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ale;Zg gg II (pl•oym J STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE 1/8"ANNEALED GLASS ` �B. •fLl :54: 0 J J'' 'I RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 0.09"PVB INTERLAYER •�\•E S'••••pO FOR THE PROJECT OF INSTALLATION. 1/8"ANNEALED GLASS A. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC SETTING BLOCK SPACER MATERIAL:BUTYL-REINFORCED STEEL N AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC -O S A OF SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE SILICONE J3 F ` FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED / ��0�� ENGINEER OR ARCHITECT SHALL PREPARE S1TE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ EXTERIOR (� INTERIOR Ji AREAS.IN HVHZAREAS,ONETIME PRODUCT APPROVAL TO JJJis/f�� LF\a\ Y�SS, BE OBTAINED FROM MIAMI-DADE RER OR AHJ. , HfAf9:E If1 NDRES161 P.E FLORIDA RE No])77D 1/2•'MIN.GLASS Dunnw"DROP INC S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED Doe f.DANIA eu DLV D7e ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. BITE GLAZING DETAIL DANIA aFACN.F.73 faPE.DfR7.OF AIFIHOR12ATION No.U57e 6. WINDOW FRAME MATERIAL;PVC fLN. FL14994 GLAZING NOTES: 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS 1. GLASS TYPE AND THICKNESS SHALL COMPLY WITH CHARTS.SEE SHEET I FOR GLAZING DETAILS. ASTM E1300 REQUIREMENTS AS WELL AS APPLICABLE DATE: Q9,26.17 i SAFETY GLAZING REQUIREMENTS PER THE FBC. THICKNESS,TEMPER,AND SAFETY GLAZING DWG.BY: CHK.BY: REQUIREMENTS SHALL BE REVIEWED ON A SITE CL HFN SPECIFIC BASIS. SCALE: NTS 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A)AS REFERENCED IN FBC CHAPTER 24. DWG.N: S W D029 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH SHEET: FOR GLASS WIDER THAN 36"AS PER FBC CHAPTER 24. 4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN GLASS CHARTS. OF 6