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+ . �i� .[1 <br /> - --- - MAX.BUCK WIDTH -- ------- - -- - .. <br /> MAX.BUCK WIDTH SEE TABLE 1 <br /> SEE TABLE 1 �� MAX.BUCK WIDTH • -� <br /> 28° 12" �JI M�. SEETABI,E1 <br /> MAX. -'�- I D.C. � � 2'MIUC. � <br /> �2� ' O.C. B,SEE M+�• D,SEE + 4•MAX.O.C. <br /> B,SEE M�-� � � SHEET3 SHEET4 � <br /> SHEET3 A,SEE <br /> A,SEE �Z,M� SHEET3 �r.�� S EET4 � <br /> SHEET 3 / <br />' / 17.8�AX.O.Q � / <br /> � / �_ � / 17.86 MAX.O.0 � I I � � <br />' p I / MAX.BUCK I / �� 4'MAX. � � MAX.BUCK <br /> - _� HEIGHTSEE ' O.C. HEIGHTSEE I <br /> TABLE� � E GHT S E X � TABLE 1 � <br /> X I /� 10'�O.C. O TABIE 1 - — i I <br /> lJ <br /> ' — 1 � � / j <br /> / �ans�Mnx.o.c. Q — �o.M� ; <br /> X / j <br /> � c � <br /> / a� q 13.T73'MAX.O.C. � <br /> 51/2'MAX. / E1� � <br /> 8 NOANCHORSATSILL � B NOANCHORSATSILL D�--�---�-- 2"MAX. -�j �- <br /> � <br /> ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME. i <br /> ELEVATION FOR NP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME, r <br /> PROVIEWlORIEL CONFIGURATION EQUAL-LITE CONFIGURATION ( <br /> EQUAL-LITE CONFIGURATION (COTTAGE SIMIUIRI (SIMIEAR ANCHOR DIMENSIONS FOR OTHER CONFIGURA710NS1 <br /> I <br /> TABLE 7: F <br /> t <br /> GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Y1►Indow Buck Size ���f, Detlgn Pressure Certifica6on I <br /> VINYL SINGLE HUNG WINDOW Width Height ��9��d� �e�el t+)ps� �_)ps{ (CAR)Number ; <br /> 1)THIS PROOUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE �� 63" Equal-lite R4 50.0 TO.O iS0-1022 � <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE, 36" 6'j" Equal-lite SHAPES MAY BE 115ED BY <br /> INSCRIBING THE SHAPE IN <br /> 2)ALL WO00 BUCKS LESS THAN 1-1M'THICK ARE TO BE CONSIDERED 1X 36" 62" Std.PIDVI@W R4 50.0 SO.O 'I JO-10PT A BLOCK AND OBTAINING <br /> INSTALLAiIONS.1X WOOD BUCKS ARE OPTONAL IF UNIT IS INSTALLED DIRECTLY �• 6�-9(16" C118t0f11 S8SI1 DESIGN PRESSURES FOR � <br /> TO SUBSTRATE.WOOD BUCKS DEPICTED AS yCARE 1-1/2'THICK OR GREATER. THAT BLOCK SIZE FROM j <br /> 'IX AND 2X BUCHS(WHEN USED)SHALL BE DESIGNEO TO PROPERLY TRANSFER 52_�)8" B4" Equal-lite THE TABLE ON THIS SHEET. t <br /> LOAOS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATON IS Tl-� � <br /> RESPONSIBILITY OF THE ENC,INEER,(EOR)OR ARCHRECT OF RECORO,(AOR). 52-1/8" 84" Std.ProView R'I SO.O BO.O 190-10�1 <br /> 3)ANCHOREMBEDMENTTOBASEMATERIALSHALLBEBEYONDWALLORESSIN6 �'��8� 9�-��/�s° CustomSash � <br /> ORSTUCCO.USEANCHORSOF$UFFICIENTEMBEDMENT INSTALLAiION 52_�/g° $�{^ EquaNite { <br /> ANCHORS SHOULD BE SEALED.OVERALI SEALING/FLASHING STRATEGY FOR � <br /> WATER RESISTANCEOF INSTALLATION SHALL BE DONE BV OTHERS AND IS 52-1/B" B4" Std.ProView R2 65.0 70.0 190-1026 J <br /> BEYOND THE SCOPE OF THESE IN37RUCTIONS. 5Z-'I/B" 9�-13/�6" Custom Sash �.� �;I I t;��, � <br /> 4)M/V(.1/4'SHIMS ARE REQUIRED AT EACFi ANCHOR LOCATION WHERE THE � � •�.;P;j�; ; , <br /> PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF •��^�" - "'�:'!., . � <br /> TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTNERS,MUST 6E `�'V :.=v�g ���'i' � <br /> SUFFlCIENTLY ANCHORED TO RESIST LOA0.S IMPOSEO ON THEM BY iHE WINDOW. ` �� .x..J-, _ <br /> " VINYL SH WINDOW FPA NON-IMPACT ` 12H3H4 . " �'��'��s''" � <br /> 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE ( � o ' <br /> WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE � � r, � - ( <br /> 33-113%STRESS INCREASE HAS NOT BEEN USE�IN TIiE OESIGN OF THIS � GENERAL NOTES 8 ELEVATIONS �c�'` J ROSOWSKI �. � Vl d �, .. ( <br /> PRODUCT THE 1.8 LOAD DURATION FACTOR WAS USED FOR h1E EVALUATION OF o `il • ���j� i J-' � <br /> ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER m � �= �:..+1' �_� � =��~'+ <br /> � Y•.• ,. <br /> O{SSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT,OF AUTN.1t29286 � �b � �`'�, '�'� ,l'.���� <br /> BUILDING CADE FORCORR0.SION RESISTANCE. " ^�y ��•',�(��F��.,�,,,;�,. � <br /> 1070 TECHNOIOGY DRIVE � > • , � <br /> N.VENICE,FL 34275 � °�Q ' <br /> " ' ' ' A IYNN MILLER P.E. i <br /> (941j-480.1600 y SH-540D ,� NTS � 1 OF4 0� FPA-54D0.0 �> p,E.#58705 <br /> i <br /> i <br />