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GENERAL NOTES:SERIES 470 NON-IMPACT SLIDING GLASS DOOR
<br /> DESIGN PRESSURE RATING IMPACT RATING
<br /> 1)THIS PRO�UCT HAS BEEN DESIGNED 8 TE57ED TO COMPLY WITH THE REQUIREMENTS 6F THE FLORIDA BUILDING CODE. VARIES, NOT RATED FOR '�
<br /> ALL RIGID WHITE OR TAN PVC AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO SEE SHEETS 8&9 IMPACT RESISTANCE
<br /> COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTiCS. I
<br /> 2)GLAZING 7YPE:(FROM EXTERIOR TO INTERIOR):3116'TEMPERED GLASS+��/�6'AIR SPACE+3/16"TEMPERED GLASS CAP;
<br /> APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995.
<br /> 3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6. ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE
<br /> CONSIDERED 1X INSTALLATIONS.1X WOQD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TD SUBSTRATE. WOOD BUCKS DEPICTED �
<br /> AS 2X ARE 9-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN 11SED)SHALL BE DESIGNED 70 PROPERLY TRANSFER LOADS TO THE
<br /> STRUCTURE.WOOD BUCK DESIGPI AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
<br /> 4)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NQT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI
<br /> MIN.,(DONE BY OTHERS)(MAX.1/4'SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILI THAT IS NOT TIGHT TO
<br /> THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN t-tlts'NOM.
<br /> THE GROUT AND WOO�SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. t1/ta"AIRSPACE
<br /> 5)ANCHOR EMBEDMENT TO BASE fv1ATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO �EXT. I tNr.► NOA DRAWI NG MAP
<br /> ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS 3H6"T GLASS SHEET
<br /> BEYOND THE SCAPE OF THESE INSTRUCTIONS. sncrc�nss �
<br /> GENERAL NOTES..... 1
<br /> 6)DESIGN PRESSURES: 7g GLAZIfJG DETAILS.........1
<br /> A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. ELEVATIONS.................2-4
<br /> B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. ��j�g � � �8 9 HORIZ.SECTIONS. .....5 �
<br /> BITE VERT SECTIONS.... .6 �
<br /> 7)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN 3 ACCESSORIES. ...........7 �
<br /> PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE 6ESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS �� 2 � DESIGN PRESSURES....&9 :
<br /> USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL � EXTRUSIONS. ..............10 4
<br /> MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. OO PARTS LIST................. 11
<br /> INSULATED GLASS CONFIGURATtONS.......12 ,
<br /> 8}SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. PANEL TYPES. ... .13 i
<br /> GLAZING DETAIL
<br /> 9)ALL DOOR CONFIGURATIONS,UP TO 8 PANELS ANDlOR 4 TRACKS,ARE QUALIFIED,SEE SAMPLE CONFIGURATIONS ON SHEET 12.DOOR s
<br /> SIZES MUST BE VERIFIED F�R CQMPLIANCE WITN EGRESS RE�UIREMENTS PER THE FLORIDA BUILDING CODE. �
<br /> 10)REFERENCES:TEST REPORTS FTL-6337&6338
<br /> i
<br /> Door Slze �nfiguretion ��gO Cerdflcatlon j
<br /> Width Hefght (+)psf (-)psF Numbers i
<br /> 241" 96" )000( 80 60 196-771 i(
<br /> 203" 120" )OOOCw/aSt2gal 80 85 196-774 f
<br /> 203" 96" )OOOCw/astragal 6D 60 190.770 �
<br /> 203" 96" )WOCwlastragal SO 80 190.772 t
<br /> INSTRUCTIONS: i
<br /> 1 KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE {
<br /> SLIDING Gl11SS DOORS MAY BE DETERMINED FRpM TNE DESIGN PRESSURE TABLES.FOR DOORS USING ,,.,;,i i�, , �
<br /> THE HEAW-DUTY REINFORCEMENT,USE TABLE 2,SHEET 8.FOR DOORS USING THE STANDARD OR „�„� �„� •�- p��. p� R,,,�,,,. !
<br /> COMPOSI7E REINFORCEMENT,USE TABLE 3,SHEET 9. •�' ��'-'. It>�;� Z
<br /> 2.LOCATE THE SLI�ING GLASS�OOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL � �,•;F;'�=
<br /> PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. � � � �9D�' °a�� �
<br /> 3.CHOSE WHICH ANCHOR OPTION(A-p)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, _ - ,.�o:;r�:; -
<br /> ALQNG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. - � �"= j
<br /> 4.FROM THE DESIGN PRESSURE TABLES(TABLES 2�,SHEETS 8&9),VERIFY THAT THE REQUIRED DESI�N , f �- � O04�pH01 �� {
<br /> PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. ��� 6 (!�:�5 �`'� GENERAL NOTES&GLASS TYPES J ROSOWSKI
<br /> 5.INSTALL AS PER THE INS7RUCTIONS ON SHEETS 5&6,USING THE ANCHOR SPACING OUTLINED ON '� 3`•"''"� %�. � f
<br /> � �r ).� tom r�ct�uotocrowve ne�: n�:
<br /> SHEETS2-4. '"-'•:• r:°?''•<;;�' ' ".��fl-�5 VINYL SGD INSTALLATION GUIDELINES 11/18/10 �
<br /> 6.ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. "�,;'r'�r�t•,��;��--,� �K������ �
<br /> SerfaNhkON: Swte: Sheek �vawlnBNa Iter.
<br /> A.LYNN'tu11LLEI2,,P.E. �T�A���� 470 NTS 1 OF 13 FLA-SGD47Q-01 �
<br /> P.E.N 58705
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