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- --- --------- - ----2 ANCHORS @ 8'MAX.O.C,IF THE WINW W BUCK�HEIGHT�IS 83'-OR LESS.----------=------ -- � ----- ----- ------ - - - - ---—--- - - -- 4 ANLHORS @ 4'MAX.O.C.IF THE WINDOW BUCK MEIGHT IS OVER 63' � 19'MAX_O.C.IF THE WINDOW BUCK HEIGHT IS 63'OR LESS. MAX.BUCK WIDiH SEE TABLE 1 ----� - 14'MAX.O.G.IF THE WINDOW BUCK HEIGHT IS OVER 83' 8. 18.94' MiU(.BUCK WI�TH � MAX. MAIC O.C. -�{ B,SEE SEE TABLE 1 MAX.9UCK WIDTH SEE TABIE 1 B.SEE � �2,53• I O.C. � SHEEf3 �__� � SHEET3 MAX.O.C. D,SEE SHEET 4 ' :-. . . 1 ; ----- ---- . . . . . . . ' • •. q• 1 - - -- MAX. - '� .� O.C. 76.66' 1' MAX. % % � % % �T % % % o.�. ; MAX.BUqC � MAX BUCK / / / � { HEIGHTSEE / �/ MAX.BUCK / � HEIGHTSEE ; { � ' TABLE 1 HEIGHT SEE TABLE t '�� - TABLE 1 - _ - r - - I ! � I � 1-- A,SEE � A C,SEE � , C A,SEE � ' � A SHEET X 0 � SNEE4- X O SHEEf X O j X ,_ — — -- --— .� - -- ' 8'MN(. �'I N— �B � MAX. �� 4' . . D . . -� 8.�._� �_ B � 7 8'MAX. MAX.O.C. 2-718'MAX. 8'MAX. — t 7&3!4'MAX.O.C. - �- ! ELEVATION FOR TYP.EQUAL LEG/BOX ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP.EQUAL LEG/BOX � &FLANGE FRAME, XO CONFIGURATION,OX&XOX SIMIIAR �FLANGE FRAME.XOX C�NFIGURATION XO CONFIGURATION,OX SIMILAR MAK SASH WIDTH=30.38' l MAX.FIXED LITE(BUCK WIDTH-[2 X SASH WI�THn=59.28' � [ GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT, T�� r VINYL HORIZONTAL ROLLER Window Buck 3ize Reini. �m9n Pressure Certificadon � Configuratfon �� + CAR Num6er ' , i)THISPROOUCTHASBEENDESIGNED8TESIEDTOCOMPLVWITHTHE W�dih Hetght ( JPSf {-�P6f � � I RE�UIREMENTS OF THE FLORIDA BUILDINGCODE. �S" H4" XO/OX R7 60,0 $O.O 'IJO-1044 2)ALl WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X �5" 5¢" �IOX R� ES.O 70.0 �90-1043 � INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECRV TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK 7S" F1S° XA/OX R3 FO.O SO.O �9�'��2 r OR GRFATER 7X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO � PROPERLY TRANSFER lOADS TO THE STRUCTURE WOOD BUCK DESIGN AND 75" 72� XO/OX R4 6$.O 7U.0 190-1041 i INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR �20" 63" XOX i/41/2-1/4 ARCNITECT OF RECORD,(AOR} � , R3 b0.0 �.0 190.1045 i 3)ANCHOREMBEDMENTTOBASEMATERIALSHALLBEBEYONDWALL 9Z" B3° XOX(�/3-'I/3-'I/3� } DRESSINGORSNCCO.USEANCHORSOFSUFFICIENTEMBEDMENT �QO° 83' XOX(1/41/2-1/4) { INSTALLATION ANCHORS SHOiJLD BE SEALED.OVERALL SEPLINCarFLASHING R4 65.0 70.0 180-1 D73 SIRATEGY FOR WAlER RESISTANCE OF IN8TALLATION SHALL BE DONE BY Q2° 63" XOX(1/3-1l3-1/3) � OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ' 4)MAX 1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE ,.� �l j•,� j�'��i� � PRODUCT IS NOT FLUSH TO THE SU9STRATE.USE SHIMS CAPABLE OF � �\�;�� t��`��= '' ;.? 'i, TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST�E � V� ''`E --SUFFIGENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE �'�� `•G�� .%� % � , WINDOW. ' ••��i • :- i � VINYL HR WINDOW FPA(NON-IMPACT) � 12/13/14 ' . . ��" '�� , �_ � 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 70 RESIST TNE �1_ y WIN�LOADS CORRESPONDING TOTHE REWIRED DESIGN PRESSURE.THE � � - • 331/3%STRESS INCREASE HAS NOT BEEN USED INTHE OESIGN OF THIS o GENERAL NOTES&ELEVATIONS nm J ROSOWSKI ; \�' ��IS . yV_' ! PRODUGT.THE 1.6 LOAD DURATION FACTOR WAS USED FORTIIE EVALUATION '� • S.a�` '�'`��` 'i � ; �° • - _..;pP. �%+;� OF ANCHORS INTO WOOD.ANCHOFtS THAT COME IMO CONTACT WITH OTHER o '��,c�. ::._;, � i ', DISSIMILAR MATERIALS SHALL MEET THE REW IREMENTS OF THE FLORIDA CERT.OF AUTH.il29288 � � �� .��,.; y '�i�� I BUILDING CODE FOFt CORROSION RESISTANCE. ; >= '"��';='`'�� 1070TECHNOLOGYDRIVE � �o ' •i;,,,,,,;� N.VENICE,FL 34275 •+ '� c� . ' A.LYNN MILLER,P.E. j (941}480-'I600 � HR-5410 ° NTS � 1 OF 4 o g FPA-5410.0 �z p Eb yg�a5 € � C I