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ST MAX FRAME WIDTH <br /> -A <br /> 45•MAX D.LO.WIDTH � <br /> : '•,�: <br /> d <br /> .( z <br /> WINDOWS&DOURS f 'I* •`�,����n <br /> 254 Staunton Tumptke;Parkcvsburg,WV 26104 •�♦ > m <br /> X ° <br /> 7700 / 9900 Series ►� E z m o <br /> a =a <br /> lfin- I Double Hung � � `� � � <br /> a <br /> Z <br /> 3a <br /> Window �� ba <br /> w r o <br /> "NON-IMPAcr` <br /> J/ E2-.t 02 <br /> o= r . <br /> GENERAL NOTES M 0 <br /> i. Thls.product has been evaluated and is in compliance with the 6th <br /> Eddlon(2017)Florida Building Code.(FBC)structural requirements <br /> excluding the"High Velocity Hurricane Zone"(HVHZ). a a <br /> 2. Product anchors shall be as listed and spaced as shown on details. <br /> Anchor embedment to base material shall be beyond wan dressing TG2445.0 <br /> -- <br /> D L4 D4RAMrEON._' DIMENSION _ DESraN VRESSUItE ttSF) <br /> MA1L MAX ESJUIrEt►sI) MAX.. MAILGLASS. <br /> Or5ttlCCO. ERAME .. .. roSIt1VE.3. Whenused.inareasrequiringwindbornedebrisprotectionthisxESD' 25,Irx247s -SSA Uox645° 290"X277S Gl,G2 +40.0 -4D.0product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R30121.2. Sao"x 40.D' 45.rr x 1&75- •45.0 ago•x 70A• 25.T x 3a7s Gi,G2 +40.0 .40.0 B�8°x o <br /> tf1 <br /> 4. For 2x stud framing construction,anchoring of these units shall be the x 4a0 4t.5r x t5.7s Gil G2 +45.0 45.0 520'x so o° 4s.o^x 2a7s Gt,G2 +35.0 •35.0 , <br /> � q <br /> some as that shown for 2x buck masonry construction. 44.0'x 44.E 37.a'x te.7s G1,02 +45.0 1 •45.0 4ao-x b4.0' 41.0'x 22as Gil G2 +35.0 -35.0 <br /> 5. Site conditions that deviate from the details of this drawing require 4aTx Szar 3W X 21.7s Gil G2 +4$.0 45.0 44r x 40.U' 37A'x 25.75 Gil G2 +35.0 -35.0 j <br /> further engineering analysis by a licensed engineer or registered 36 0'x 56 0' 2f.D'x 23.75 Gil G2 +45.0 45.D 40.0 x 45.7 3a a x 2s7s Gt,G2 +35.0 •35A =w U=architect. Z <br /> on�nr s <br /> 32.0r x 44.0' 25r X 21.75' Gt.G2 +45.0 45.0 34.o-x 72.0• 29.ar X 31.75 Gil G2 +35.0 •35.0 <br /> CABLE OF COMENTS 52.01X444' . &WX t7as Gil G2 +40.0 -40,0 52.a'x dw 450 x 2575 Gl,G2 +30.0 -30.0 a-1 cy z in <br /> 5NEE1t1 DESCRIMON <br /> 1 Typical elevations,des gin andjenerat notes 4&r X 45.rr 41.tr x 1las Gil G2 440.0 •40.0 45.4"x 64V 41.6'X 27.7s Gt,G2 +30.0 _3" a1E: 6123114 z <br /> 2 Horhantalcrossssctions WALL N.T_.5. <br /> 3 Vertical cross sections 44r X SLtr 37.0•x21.15' G1,G2 440 0 40.0 44.W X 70.0' 37A'X 30.75' GI,G2 +30.0 -30.0 own.sr: JK <br /> 4 Bucka o <br /> 5 Bifl of materials,Components&glaing det 40.0'X 5Q0" a3.0'X 2175- G1,G2 44U 40,0 40A"X 72.tr 33Z X 31.Ts G1,G2 t30.0 30.0 dot go LFS <br /> owwrtm rm: rc <br /> a <br /> 52.0-X nr I 45.0•X31.7s• Gt,G2 +25.0 1 .25.0 FL-15819.8 a <br /> SHEEP 1 OF 5 d <br />