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GENERAL NOTES:SERIES 470 NON-IMPACT SLIDING GLASS DOOR ` DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUIL�ING CODE. ALl ftIGID WHITE OR TAN PVG AND COMPOSITE REINFORCEMENT MANUFAGTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO VARIES, NOT RATED FOR COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. SEE SHEETS 8 8 9 IMPACT RESISTANCE 2)GLAZING TYPE:(FROM IXTERIOR TO lNTERIOR);3H6"TEMPERED GLASS+71H6"AIR SPACE+.3%6"TEMPERED GLASS CAP; � �� APPROVED BACKBEDDWGS ARE GE 7700 AND DOW-CpRNING 895. ' 3)MASQNRY ANCHORS MAY BE USE�INTO WOOD AS PER 7ABLE 1,SHEET 6. ALL WOOD BUCKS LESS THAN 1-112°THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLE�OIRECTLY TO SUBSTRATE.WOOD BUCKS DEPIC7ED AS 2X ARE 1-1/2'THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1RANSFER LOApS TO THE STRUCTURE. WOOD BUCK DESIGN AND fNSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHRECT OF RECORD. � 4)IF SILL IS TIGHT TO SU95TRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(�1AX.1/4°SHIM SPACE FOR GROU'1�MIJST FULLY SUPPORT THE ENTIRE LENGTH OF 7HE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRl1NSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRA"fE IS WOOD,301�FELT PAPER OR MASTIC IS REQUIRED BETWEEN 1-vtc•NOM. - THE 6ROUT AND WOOD SUBSTRATE,OR AS APPROVED 8Y THE AUTHORITY HAVING JURISDIGTIOfV. iv7a'niRSPnce I 5)ANCHOR EMBEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENG7H TO �EXT. IM.► NOA DRAWING MAP ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS 3t16'T GLASS SHEET BEYaND THE SCOPE OF THESE INSTRUCTIONS. iF 3116'T G1A55 ! GENER,4L NOTES..........1 6)pESIGN PRESSURES: � GI.AZING DETAILS.........1 A.NEGATIVE DESIGN LOAOS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-04. � ELEVATIONS..................2-4 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-04. ��S O � D `J 79 IiORIZ.SECTIONS,........5 srre - VERT.SECTIONS...........6 7)THEANCHORAGE ME7HODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN 3 ACCESSORIES...............7 PRESSURE.THE 331/3%a STRESS INCREASE HAS NOT BEEN USED 1N THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS 7� 2 DESIGN PRESSURES....$-9 USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAIL EXTRUSIONS.................:10 MEET THE REQUIREMENTS OF THE FLORIDA BUILpING CODE FOR CORROSION RESISTFWCE. 3 PARTS UST....................11 FFFFERS-ARE-REBHI E-BESRIS�t . iNSULATED GLASS CONFIGURATIONS........12 9)ALL p00R CONFlGURATIONS.UP TO 8 PANELS AN�/OR 4 TRACKS,ARE�UALIFIED,SEE SAMPLE CONFlGURATIONS ON SHEET 12.�OOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDpBUILDING CODE. 10)REFERENCES:TEST REPORTS FTL-6337&6338;EXOVA-70-002-792(A)&10-OOE10231;CAMBRIDGE 535753-09;ELCO ULTRACON NOA �W-0425.01; ELCO CRETEFLDC NOA iJ0&0225.05;VISION EXTRUSIONS,LTD.WHffE PVC NOA#10-0420.06.TAN PVC NOA tt 11-0902.10; ANSI/AF&PA NDS2005 FOR WOOD C�NSTRUCTION AND AOM-2005 ALUMINUM DESIGN MANUAL DoorSize ��9� Certificallon Configum6on Width Height (+)p� (_)p� Numbers 241" Bfi" )000( 6D 60 190-771 203° 120" �OOCw/as[ragal fi0 65 �90-774 203" 96" )WOCw/astragal 60 60 190-770 INSTRUCTIONS: 203" 95' )OOOCw/astragal 80 80 190�772 1. KN�WING THE RECIUIRED pESIGN PRESSURE OF 7HE OPENING,THE ANCHOR RE�UIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES.FOR DOORS USING `��i I i i f�� THE HEAW-DUTY REINFORCEMENT,USE TABLE 2,SHEET B.FOR DOORS USING THE STANDARD OR �, � COMPOSITE REINFORCEMENT,USE TABLE 3,SHEE7 e. `•`��`��'y..�..��<<Fq�� F� � 2.LOCATE THE SLIDING GLASS�OOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL ` ,`�� cENSE .. �� PANEI WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXI'l.ISTE�SIZE. � qs';' S � R�,eBr• o�m: rc�wa,: 3.CHOSE WHICH ANCHOR OPTION(A-0)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, `.�: No,5g�0 • '- ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EpGE DISTANCE. - : �_ � �� p�� 4.FROMTHE DESIGN PRESSURE TABLES(TABLES 2-3,SHEETS 8&9),VERIFY THAT THE REQUIRED OESIGN ' ��a• � 3I �7� ; �� GENERAL NOTES Sc GLASS TYPES J ROSOWSKI PRESSURE IS MET OR EXCEEDED.USE THE ANCIiOR�UANTITIES SHOWN. %-O •, pF .:Z� 5.INSTALL AS PER THE INS7RUC T I O N S O N SHEET S 5 8 fi,U S I N G T H E A N C H O R S P A C I N G O U T L I N E D O N �� •., 5 A P: � SHEETS 2-4. :O� •.,.FLOR�O,.��: fo rv.v�wcE ri aaz�wvs rx�: naro: 6.ADDITIONALINSTALLATIONCLIPSMUSTBEINSTALLEDASSHOWNONSHEET7. �'�FS510NP�-t�� po.eoxlsts VINYL SGD INSTALLATION GUIDELINES 11h8/10 ''�r�� N01(OMIS K 34Z79 s�rwu�me sme sn� n,�o-„r�, an ALY EMI 7�r.e. �r.oFaur�rzszse 470 NTS 1 OF 13 FLA-SGD470-01