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`ti�4� ,..• �j/i�' m <br /> `9i 1 SEE CHART FOR <br /> FRAME SiZES <br /> Bringing quality to tight. '''�ttttt!! itltt ttt��` o 6;;10250 PhUiPp Parkway a .r <br /> Sheetsboro,Ofiio 44241 a x z S <br /> t e Em z wo o,a <br /> o! 1" fl, a N� za <br /> r�BARCELC�it A' r� m aa� <br /> 0 <br /> Model "PW30" <br /> PICTURE WINDOW <br /> it ON-IMPACT° 4 <br /> q z� <br /> J Q <br /> tri t2 <br /> Uj <br /> q GENERAL NOTES U o <br /> gu�i <br /> N OD this product has been evaluated and Is in compliance with the bth Edition(2017)Florida G <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" a a a <br /> (HVHZ). <br /> 2. Product anchorsshall be as listed and spaced as shown on details:Anchorembedment <br /> to base material shall be beyond wall dressing or stucco. <br /> 3. When used to areas requiring wind home debris protection,this product is required to be ' <br /> protected with an impact resistant covering that compiles with FBC Sections 1609.1:2& Z <br /> R301.2:1.2. S2 <br /> a 4. For 2x stud framing constriction,anchoring of these units shall be the some as that <br /> shown for 2x buck masonry construction. <br /> 5. Site conditions that deviate from the details of this drawing require further ri <br /> engineering analysis.by a licensed engineer or registered architect. ;iypy <br /> GIASSrDE$1GN.P1tESSU (PShJ.,,y <br /> j+ �FRAN9 <br /> D„tMENSON rt 5I.IQiMEh1tON <br /> TABLE OF CONTENTS, "" a <br /> SNEEftf DESCRIPTION 48.0"7C 63.0" 47.56"'x56.501 l V'G1 +65.0Y„ '-65.0 z ,n <br /> i i p cal elevations design pressures and genera notes nnlE 10 OS 17 a <br /> 2 Horizontal cross sections 48.0"X 76.0" 41.56"x 69.56" Gi +50.0 -50.0 � N.T.S. <br /> 3 Buck ond.frame anchoring <br /> a 4 Burk an frameanc anchoring 72O.X720" 65.56"x65.5V G2 +45,0 -45,0 cwc JK <br /> 5 Buck an frame anchoring c•BY' LFS <br /> 6 Bill o materials,components and glazing detai ow�wwc Nos a <br /> 0 <br /> FL-15768.t2 n <br /> SNEEr 1 of 8 N <br /> a a <br />