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J,,```��\titi* it Ill r'rrrr <br /> N'O-Wsoffth <br /> SEE CHART FOR MAX.OVERALL FRAME VMTHWINDOWsownw <br /> O W <br /> .. !o is 01••a <br /> 1,x o <br /> o o Ep zmorc <br /> N a aV 0a.. <br /> / O 019 7OGm <br /> ..t <br /> E <br /> 9400 Single Hung Window _ , � � o�a � <br /> dl V1 <br /> wf Flange lf� �p <br /> m i� <br /> z W� <br /> o <br /> "NON-IMPACT" o A <br /> . <br /> GENERA!NOTES o !2 <br /> A 1. This product has been evaluated and is in compliance with the bth Edition(2017) � o <br /> g Florida Building Code(FBC),excluding the"High velocity Hurricane Zone" X < n.�a <br /> WliZ). <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor <br /> —91 embedment to base material shall be beyond wall dressing or stucco. 1 z <br /> 0 <br /> h Q 3. When used in areas requiring wind home debris protection,this product N o N <br /> LL required to be protected with an impact resistant covering that complies with <br /> FBC Sections 1609.1.2&R301.2.1.2. wow a <br /> ` U N_ <br /> 4. For 2x stud framing construction,anchoring of these units shall be the same as <br /> that shown for 2x buck masonry construction. `� a <br /> S I••`I¢o <br /> 5. Site conditions that deviate from the details of this drawing require further o 0 0 0 <br /> engineering analysis by a licensed engineer or registered architect. Q I <br /> :MAIL.O.YERALL,.::•:.:htAyLOVE...t js?:'.a;a:�.'MAX::�€;isi7:�:=:';ite:MAX:i::>::::: z_�::;:::c;<:::c::sr::ry.,._........,........_.._...::•;;::<;::. o h,o� m <br /> RA .............................................................:...._.:.::<::::::::.:.,:::::s: ;::;;:11ES1GN:ARESSURE:::::::;:: N^ z <br /> :.�.::::::::.:::::..::: ....:::-::.-•::::.: IfiE:r:•;:::;;;-::a:;:•;;DAY.,.liil;;ta�::.;:-aGIASS;;:;:a;::::c:>r;:;::•r.:-:;;cr.�>�:>x:x:3::�i w z <br /> :;:::::'kIANGE::::..:-.:-:-::.::::.::FRAhdL::at:r::;:;:r.....................•....,........,........•..........•.... ..._................. �::..:.:::::::::.: o�h to r a <br /> o <br /> YT <br /> z <br /> _.......................................................::r::ve...:. .M .st.rC........_..tMEys[onr::;-t ::->. . .,....,.....:....... <br /> raae�o>:coNTENrs ::<or�r�rxrent:<: :_: n�fNsorr:-.�� ::;::- ......... ::. :;:::;;:<;::;.-.::..:.._......::.:.- <br /> ::.. € 817 :r s;:>;:izt17XI <br /> SHEM DESCRIPTION <br /> 2 1 Typical elevations,design pressures&general notes 55.0"X 77.0" S4.0"X 76.0" 472rx34A4" 49.75x 34.44" GI +50.0 -50.0 <br /> 2 Vertical <br /> 2/i4 i4cal&horizontal crass sections a <br /> 37A X7&V 36.0"X72A" 29.Wx32.44" 31.7ex32.4C G1 + � N.F.S. <br /> 3 Vertical.&horizontal cross sections 65.0 "75.0 MM B.; dK m <br /> 4 Buck&frame anchoring 49.0'X85.0" 4&0"X84.0" 41.25"x38W 43.75"x38Ar GI CHKer: LFS <br /> 3 5 Components +45 0 -45 t? IX <br /> 6 Bill of materials and glazing detals DRAM;16 <br /> FL—f6851.2 c <br /> i <br /> SHF£r 1 OF (f N <br />