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, MAX.BUCK WIDTH <br /> MAX.BUCK WIDTH SEETABLE 1 _ <br /> SEE TABLE 1 z8� MAX.BUCK WIDTH <br /> 12" �� � � B.SEE MA7C.�� �' 'C. � SEE TABLE 1 2'MAX. <br /> � O.C. � SHEET 3 D,SEE --►� � 4'MAX.O.C. y <br /> B,SEE SHEET 4 L <br /> SHEET3 A,SEE <br /> A,SEE SHEET 3 ��� S EET 4 � <br /> SHEET 3 1z j�' <br /> / � / / <br /> 17.867"MAX.O.C. <br /> � I / � I ' / 17.B�AX.O.C. � OI I / . <br /> � / MAX.BUpC / 4"MAX. � — MAX.6UCK <br /> — HEIGHTSEE MqX.BUCK O,C. HEIGHTSEE ' <br /> �— TABLE 1 HEIGHT SEE x � TABLE'1 � <br /> X n 10"MAX.O.C. O TABLE 1 — ' <br /> — �l �— <br /> /— � T � <br /> I / 13.773'MAX.O.C. �— �Q.M� i <br /> X / c � <br /> / A� / p 13.�MAX.O.C. <br /> / <br /> 8-tl2"MAK 8•tY2 MAX. <br /> (JOANCHORSATSILL � Z�MAX. -�� (�— � <br /> NO ANCHORS AT SILL <br /> B f 8 � <br /> ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, � <br /> ELEVATION FOR TYP.EQUAL LEG FRAME, EQUAL-LITE CONF[GURATION � <br /> EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONSI <br /> (COTTAGE SIMILAR) <br /> i <br /> TABLE 1: ' <br /> r <br /> GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, W�ndow Buck Size Confi uration Reinf. �s�9�P►essu►e Certiflcation y <br /> ' VINYL SINGLE HUNG WINDOW Width Height g tevel (+)ps� (-)psf (CAR)Number ; <br /> , <br /> 1)THtS PRODUCT HAS BEEN�ESIGNED 8 TESTEO TOCOMPLY WITH THE 4O" F>S" Equal-Ifte R4 50.0 �O.O 'f90-102Z <br /> REQUlREMENTS OF THE FLORIDA 6UILDING COOE. 36" 62" EquaE-Ilte SHAPES MAY BE I1SE�BY � <br /> INSCRIBING THE SHAPE IN � <br /> 2)ALL WOO�BUCKS LESS THAN 7-1/2'THICK ARE TO BE CANSlDERED 1X $6" 82° Std.ProView R4 $0.0 50.0 190-�02� A BLOCK AND OBTAINING <br /> INSTAILATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY 36" 6�-9/1B" Custom Sash DESIGN PRESSURES FOR � <br /> TO SUBSiRATE,WOOD BUCKS DEPIC7ED AS 2X ARE 7-1f2'THICK OR GREATER. THAT BLOCK SIZE FROM <br /> 1X AND 2X BUCKS(WHEN USED�SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" 84" Equal-lite THE TABLE ON THIS SHEET. � <br /> LOADS TO THE S7RUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE � <br /> RESPONSIBILITYOFTHEENGINEER,(EOR)ORARCHITECTOFRECARD,(AOR). 52-1/8" 84" Std.PfOVI@W R1 50.0 SO.O 190-'IOP'I I <br /> 3)ANCHOR EMBEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING 52-1/8" 91-13146" Custom Sash � <br /> OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT INSTALLATION 52-1/8" 84" Equal-lite � <br /> ANCHORS SHOUL�BE SEALED.OVERALL SEAiINGfFLASHING STRATEGY FOR � <br /> WATER RESISTANCE OF INSTALIATION SHALL BE DONE BY OTHERS AND IS 52-'I/b" E�{" Std.ProView R2 Fi5.O �O.O 'I JO-'IOZB � <br /> BEYONDTHESCOPEOFTHESEINSTRUCTIONS. 5Q-�/8" 91-13/76" CustomSash ���� +�,� <br /> PRDDl1CT IS tdOT F7USH TO THRE SU STRATE.US SH MS CAPABLE OFE THE `����Or1��LENS ry��`��J/ � <br /> TRANSFERRING APPLIED LOADS.WOOD BUCKS,BV OTHERS,MUST BE F � � � <br /> SUFFICIENRY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. \ " !�lta.i3705 '�Y ' ! <br /> � VINYL SH WINDOW FPA(NON-IMPACT) " 12/13/14 - � <br /> 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE o ' _ • <br /> WINOL�AOS CORRESPON�ING TO THE REQUIREO�ESIGN PRESSURE.THE � � -0 .� / � � <br /> 331/3°!o STRESS INCREASE HAS NOT BEEN USEO IN THE DESIGN OF THIS o GENERAL NOTES 8 ELEVATIONS o m J ROSOWSKf 'J3 . I�U �S.:�� � <br /> PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF _ ^ ��OT . S7A''E O �J� r <br /> ANCHORS INTO WOOO.ANCHORS THAT COME INTO CONTACT WITH OTHER � �� � �`S•F�OF�IOP. 'G\��� � <br /> DISSIMILAR MATERIALS SHALI MEET THE REQUIREMENTS OF THE FLORIDA CERT OF AUTH.#29298 � �° '�� S'� ' '� C�`�� <br /> BUILDINGCODEFORCORROSIONRESISTANCE. 'ID7OTECf'INOLOGYDRIVE �' �m '�,,��NALG�� <br /> N.VENICE,FL 34275 � m - �� � <br /> (941)-480-1600 d SH-5400 ° NTS " 1 OF 4 o z FPA-5400.0 Q z A IVNN MILLER,P.E, f <br /> �n h P.E.#58705 � <br /> i <br /> t <br />