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.r,� 2 ANCHORS @ 8'MAX.O.C.IF THE WINOOW BUCK HEIGHT IS 63'OR LESS. �4 ANCHORS @ 4'MAX.O.C.IF THE WINOOW BUCK HEIGHT IS OVER 63" 19'MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 63'OR LESS. - MAX.BUCK WIDTH SEE TABLE 1 -- y� 14'MN(.O.C.IF THE WINDOW BUCK HEIGHT IS OVER63' 1894, g, MAX.BUCK WIO7H MAX O.C. � �MAX.� . B,SEE SEE TABLE 1 � -- MAX.BUCK WIDTH SEE TABLE 1 B,SEE 12.53' O.C. i SHEET3 SHEET3 �'r MAX.O.C. � �__ D,SEE 5HEET 4 � ';-'_ I _ _______ _ __ _._ - 4� L ---- r MAX. . i O.C. I 16.66" / / T � // 1 � / � r�nx. ; o.c. / � / / '� MAX.BUCK / / � ; MAX.BUCK ; HEIGHTSEE / �/ MAX.BUCK / / HEIGHTSEE / / � ` HEIGHT SEE � TABLE t � TABLE 1 TABLE 1 - - � - - I 4 r - — — � � � � I � i r A,SEE A C,SEE . C A,SEE A SHEET X Q � SHEE�� X O SHEEf X O ; X ' � ---- ` .�1. -- I I I � * 8'MAX. �1 ��- �8 � M7AX. ��-�'7 Y� 4" . . D . . -� 8"�. � rr B 8"MAX. = i 8'MAX. MAX.O.C. 2-718'MAX. 12-3/4'MAX.O.C. - ELEVATION FOR TYP.EQUAL LEGlBOX ELEVATION FOR TYP.EQUAL LEG/BOX &FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ! XO CONFIGURATION,OX&XOX SIMILAR �FLANGE FRAME,XOX CONFIGURATION XO CONFIGURATION,OX SIMILAR MAX SASH WIDTH=30.36° MAX.FIXE�LITE(BUCK WIDTH-[2 X SASH WIDTH])=5928" i GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT. T��+� � F VINYL HORIZONTAL ROLLER Window Buck 3ize Reinf. ��9n Pressure Certification � Configuratlon �� + � Poumber ' 1)THIS PROOUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE W If�UI Height � �PSf �-)PSf I � REQUIREWENTSOFTHEFLORIDABUILDINGCODE �S" �" XOIOX Rl SO.O SO.Q 'IJO-'I04A 2)ALl WOOD BUCKS LESS THAN'I-'I/2'THICK ARE TO BE CONSIDERED 1X �5" 5Q" XO/OX R2 BS.O 70.0 �90-1043 INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTOSUBSTRATE.WOODBUCKSDEPICTEDAS2XARE'I-1/2'THICK 7�j" s$" XQ/QX R3 5�.� �'j�.� �90-1042 3 OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE OESIGNED TO ( PROPEftLY lRANSFER LOADS TO TNE STRUCTURE.WOOD BUCK DESIGN AND 75" �2" XO/OX R4 65.0 70.0 'I90-�04� INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR 120" 63" XOX 1/41/2-1/4 , ARCHITECT OF RECORD,(AOR). ( � R3 5�.� 50.0 190-1045 � 3)ANCHOR EMBEDMENT TO BASE MATERIALSHALL BE BEYOND WALL 92" G3" XOX(1!&1/3-1/3) � DRESSING OR STUCCO.USE ANCH�RS OF SUFFICIENT EMBE�MENT �QO" 6S" XOX(1/41/2-1/4) 4 INSTALLATION ANCHORS SHQULD 8E SEALED.OVERALL SEALING/FIASHING R4 65.0 70.0 790-1�73 STRATEGY FOR WA7ER RESISTANCE OF INSTALLA'fION SHAIL 6E DONE BY 92° 6$" XOX(1/3-1l3-1/3) ; OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. i,l/, i 4)MAX,1!4"SHIMS ARE RE�UIRED AT EACH ANCHOR LOCATION WHERE THE .� � i�� "%�� { PRODUCT IS NDT FLUSH TOTHE SUBSTF3ATE.USE SHIMS CAPABLE OF � �;Z�Y�:.' I�'�'�C;`� . � TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE �� ,�;;I�E • i SUFFICIENttY ANCHORED TO RESIST LOAOS IMPOSED ON THEM BV THE ` ^�,: `: ,;k/� ' WINDOW. ' „?".i t,: r ;� VINYL HR WINDOW FPA(NON-IMPACT) � 12/13/14 _ . '`•''�� v , .,i'_ 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN OESIGNED TO RESIST THE _ �x{�p-�� i WIN�LOADSCORRESPONDINGTOTHEREflUIREDDESIGNPRESSURE.THE " GENERALNOTES&ELEVATIONS om JROSOWSKI Y "� (� �S r-� f 9&'I!3%STRESS INCRFJ+SE HAS NOT BEEN 11SED IN THE DESIGN OF THIS o` � � �,l ��4'.-� ' PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION .- -m 5 ' � i ;"�: OF ANCHORS lNTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER � ' '." '�Ci�, _!;�;J`µ i DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFTHE FLORIDA CER7.OFAUTH.it29296 � �� '��n� ' `�i = BUILDING CODE FOR CORftOSION RESISTANCE. > >= �'�,��-'�'�;�� I 1070TECHNOLOGYDRIVE � po ��;,,,,,;, � N.VENICE,FL 34275 �� - 941 D-'I600 u HR-54'10 N NTS v 1 OF 4 o Z FPA-541Q.0 �< A•LYNN MILLER,P.E. � }'� � y P.E.#58705