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2 ANCHORS @ B'MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 83'OR LESS. <br /> 4 ANCHORS @ 4'MFU(.O.C.IF THE WINDOW BUCK HEIGHT IS OVER 63". ' <br /> 19"MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 63'OR LESS. MAX.BUCK WIDTH SEE TABLE 1 <br /> 14'MNf.O.C.IF THE WIN60W BUCK HEIGHT IS OVER 63' <br /> MAX.BUCK WIDTH 18-94' }�— � {{{.��,�� <br /> B,SEE SEE TABLE 1 MAX.BUCK WIDTH SEE TABLE 1 B,SEE M�'�'�' I � �p�. �p�'I <br /> SHEET 3 SHEET 3 I <br /> �_. D,SEE SHEET 4 I MAX.O.C. <br /> 4' �MAX. <br /> / / / / �� O.C. /_ / / 7M6�^ <br /> � O.C. <br /> MAX.BUCK � � � � •� MAX.BUCK � � � � <br /> HEIGHT SEE MAX.9UCK HEIGHT SEE <br /> TABLE 1 HEIGHT SEE TABLE 1 <br /> — I — TABLE t • — — — r — — I <br /> A.SEE � AI C,SEE � , C A,SEE � � I A <br /> SHEE3 X O �- SHEE4. X O SHEE3 X O X 1_ , <br /> — _ � � <br /> 8'MAX. �_� � 2-7/8' �I _ � I 4' . . p . . � 8'MAX. —►� ���— B TT <br /> —�I I'•— B 8"MAX. MAX. �� f� MAX.Q.C. 2-7/8'MAX.� 8"MAX. J <br /> 123I4'MN(.O.C. —� +— <br /> EI.EVATION FOR TYP.EQUAL LEGBOX ELEVATION FOR TYP.EQUAL LEG/BOX � <br /> &FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, 8,FLANGE FRAME,XOX CONFIGURATION <br /> XO CONFIGURATION,OX SIMILAR XO CONFIGURATION,OX 8 XOX SIMILAR MAX.SASH IMDTH=30.38' <br /> MAX,FIXED IJTE(BUCK WIDTH-{2 X SASH WIDTH])=59.2B" <br /> i <br /> I <br /> GENERAL NOTES:SERIES 54'10 NON-IMPACT RESISTANT, TABLE 1: <br /> VINYL HORIZONTAL ROLLER Window Buck 3ize Reinf. ��9�P���e Certification � <br /> Configuration i <br /> 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE W�dih Height LBVeI (+�Pgf (_�P� (CAR)Number ( <br /> RE�UIREMENTS OF THE FLORIDA BUILDING CODE. �5" 54" XO/OX R1 50.0 50.0 190-1044 <br /> 2)ALL WOOD BUClCS LESS THAN 1-112'7HICK ARE TO BE CONSIDERED 7X 75" 54" KQ/QX F�2 65.0 �0.0 190-1043 ! <br /> INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED � <br /> DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK 7rj" 6,3" ���X R3 5�.� 5�.� ��-��42 <br /> OR GREATER.1X AND 2X BUCKS(VJHEN USED)SHALL BE�ESIGNED TO � <br /> PROPERLY TRANSFER LOADS TO THE S7RUCTURE.WOOD BUCK DESIGN AND 75" 72° XO/OX R4 65.0 �O.O 190-1047 � <br /> INSTALLATION IS TNE RESPONSIBILITY OF THE ENGINEER,(EOR)OR �20" 63' XOX 114-1l2-1/4 <br /> ARCHITECTOFRECARD,(AOR). � � R3 50.0 $0.0 190-�045 � <br /> 3)ANCHOR EMBEOMENT TO BASE MATERIAL SHALL BE BEYONO WAl1 92° 63" XDX(1/3-1l3-1l3) � <br /> DRESSINGORSTVCCO.USEANCHORSOFSUFFICIENTF1dBEDMENT. �QO" Fi3" XOX(1/41/2-1/4) i <br /> INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGfFLASHING R4 85.0 70.0 190-1073 F <br /> STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY 92" 6$" XOX(1!&1/3-1/3) � <br /> OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. � <br /> 4)MAX.1/4"SHIMSAREREQUIREOATEACHANCHORLOCATIONWHERETHE ��`•��\ ,, ���i� � <br /> PRODUCT IS NOT RUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF ��� ��1� �Y;��MI( ��i� <br /> TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,Ml1ST BE ��'�� �,�ENSF �F•f� % f <br /> SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE � P • �� � <br /> WINDOW. � ��• No.58?OS • � <br /> ,= VINYL HR WINDOW FPA(MON-IMPACT) `� 12/13/14 = } <br /> 5)THE ANCHORAGE METHOOS SHOWN HAVE BEEN OESIONED TO RESIST THE ° — � Y�r�L.__ _ � <br /> WINDLOADS CORRESPONOING TO THE REQUIRED DESIGN PRESSURE.TNE � a <br /> 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OP THIS o GENERAL NOTES 8 ELEVATIONS o m'` J ROSOWSKI ="�, ���5 ;��\ t <br /> PRO�UCT.THE 7.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION .- _ %�Q �rA1[d 4 � <br /> OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WffH OTHER � ' �` ' '��' FL OR10�`• �_� <br /> DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT OF AUTH.#29298 � ¢° �iCSS+ ""' C�G` <br /> BUILDING CODE FOR CORROSION RESISTANCE. 'I O7D TECHNOLOGY DR�VE ' �m ,�����C��������\ i <br /> � �o � <br /> N.VENICE,FL 34275 � m � <br /> (941}480-1600 N HR-5410 � NTS i 1 OF 4 o z FPA-5410.0 �z A L p E.R 8705 P E ' <br /> 1 <br />