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--------- -- - - -- -- ---MAX.BUCKWIDTH— - - -- -- -- - - _--- MAX.6UCK WIDTN SEE TABLE 1 -- — - ------- --- --- --- � SEE TABLE 1 � ZB' MAX.BUCK WIDTH __ ' 2B' 12" . -� MAX. � SEE TABLE 1 D.C. 2'MA)L �Z• � M�• I�' 6,SEE M��-- D,SEE --+-1 :-�- 4'MAX.O.C. � B,SEE Mq� � O.C. � SHEET3 SHEET4 SHEET3 A,SEE j" SHEET 3 �Y MA%. C,SEE A,SEE 12,� �_ SHEET4 J SHEE?3 � / , 1 17.86T MAX.O.G / � / i _L � 17.8TAX.O.C. � / I I � MAX.BUCK I � -L 4,MAX. � � I MAX.BUCK i � HEIGHT SEE ' O.C. FIEIGHiSEE T T�� ! MAX BUCK � TABLE 1 � + HEIC�iTSEE X X 10'MAX.O.C. O � TABIE 1 - I -� j_ � _ -i- i /- ! 13.7)3'MAX.O.C. 10'MNC.O. / { ,/ X Q .-,�� r � � A� / A 1, 3.T73'MAX.O.C. j 1 � � s-iM�rnax. / s-�n•rnnx � B NOAt�HORSATSILL � 8 NOAIJ(]10RSATSILL D��------- 2'MAX. -+�{ �+- ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME. ELEVATION FOR TYP.EQUAL LEG FRAME, pROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION fSIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONSI (COTTAGE SIMILAR) ! TABLE 1: i GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Wtndow Buck Slze Reinf. DeslGn Pressure Certification � VINYL SINGLE HUNG WINDOW Width Height �figuration Level t+)psf (_)p� (CAR)Number I 1)THIS PRODUCT HAS BEEN OESIGNm 8 TESTED TO COMPLY WITH THE �� 63" EQl18I-Ili6 R4 SO.O �O.O 'I9O-'I O�IZ REqUIREMENTS OF TNE fLORIDA BUILOING CODE �" 62" EQU01-II�B SHAPES MAY BE USED BY j INSCRIBING THE SHAPE IN t 2)ALL WO00 BUCKS LESS THAN 1-1f2'THICK ARE TO BE CONSI�RED 1X 36" 62" Std.PfOVI@W R4 50.0 50.0 1J0-102� A BLOCK AND OBTAINING ( INSTAWITIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY �• s�-JI�G° CUSIOfiI SBSA DESIGN PRESSURES FOR � TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER. THAT BLOCK SI2E FROM ( 7X ANO 2X BUCKS(WMEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" �" Equal-lite THE TABLE ON THIS SHEET. ( LOAOS TO THE STFiUCTURE WOOD BUCK DESIGN AND INSTALU1TlON IS hE � RESPONSI8ILITY OF THE ENGINEER,(EOR)OR ARCHRECT OF RECORO,(AOR). 52-1/8' 84" Std.ProView R'I SO.O SO.O 1�-7021 s 52-1/8" 91-13/18' Custom Sash ' 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING 1.( OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 5P-1/$° 84" EquaNite I ANCHORS SHOULD BE SEALED.OVERALL SEALINGlFLASHING STRATEGY FOR WATER RESISTANCE 6F INSTALI.ATION SHALL BE DONE BV OTHERS AND IS 52-1/8' 84" Std.ProView R2 65.0 70.0 'I90-1026 i BEYOND THE SCOPE OF THESE INSTRUC710NS. 5Z-'I/B" 91-13/16" Custom Sash �1��i!i!� i 4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE ��,+�� '�i'�??;r,`'`�;� � PROOUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF `;;,�a�� •"' ••'':� !- TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTNERS,MUST 6E __ - J"=�"`Q-' , 9UFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. � � •?;-��.- j �VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14 .� `' ''�'�`-"�'�' _- � 5)iHE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST 7HE . - - I WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE � ` s- t 33-7/3%STRESS INCREASE HAS NOT BEEN USED IN iHE OESIGN OF 7HIS � GENERAL NOTES 8 ELEVATIONS o c�'` J ROSOWSKI �. . G��o �� J � PRODUCT THE 1.8 LOAD DURATION FACTOR WAS USED FOR h1E EVALUATION OF � � b+'�= � , •��Ji.�^ F ._ .- 5�:.. U� � ANCHORS INTO NlOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 'o , "�;,�p_, DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTFi.q29298 a � ,c •^`, i BUILDING CODE FOR CORR0.SION RESISTANCE. � ;� ,��.`'•i��r.' %�`'.� \ � 1070 TECHNOLOGY DRIVE g !`1�:'-.,;.� i � a ;ir�. � ., i N.VENICE,FL 34275 � - A LYNN MILLER P.E. (941}480-16� � SH-540D � NTS � 1 OF4 �� FPA-54D0.0 �z P,�y��os ' i 1 � �