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4r: <br /> 5T MAX FRAME WIDTH ............ <br /> 45'MAX 1)10.WIDTH <br /> a _� <br /> te <br /> WINDOWS&D <br /> 250 Staunton Turnpike,Farkersbuirr,WV 26104 <br /> cal A..Z <br /> 7700 9900 Series 0 <br /> E <br /> I <br /> 9 5.0,:a"' <br /> Vinyl Double Hung 6 �t <br /> Window <br /> "NON-IMPAcr, <br /> Fp <br /> Zr <br /> z <br /> GENERAL NOTES <br /> O �This product has been evaluated and is In compliance with the 6th l I-P <br /> Edition(2017)Florida Building Code(FBC)structural requirements <br /> excluding the"High Velocity Hurricane Zone"(WHZ). <br /> 2. Product anchors shall be as listed and spaced as shown on details. <br /> Anchor embedment to base material shall be beyond wall dressing h=. MAX. VEVG I N I PftMREP;1), MA X MAX 0 1 MGM F=Utr tFs" <br /> or stucco. D.L6. :GL4S$ FUME Uo. OLAU -, VPE *Oi- <br /> POO'N', N!Offlnit D&IEWiCIN DIMU�410Y P0" NEGAIM <br /> 3. When used in areas requiring wind borne debris protection this 32kx50.01 23P X 24.75' G1,G2 +55.0 -55.0 36.WX64.01 29.wx277r G1,G2 +40.0 .40.0 <br /> product Is required to be protected with an impact resistant covering <br /> that complies With FBC Sections 1609.1.2&R30121.2. SIT X 40.0" ON X 15.75" GI,G2 +45.0 -45.0 32.0"X 70.0' 25OX 30.75' $1,G2 +40.0 -40.0 <br /> 4&0'X 42.0" 41.tr X 16.75* G11,G2 +4&0 45.0 &Wxsor 45.0rX2CL7r 01,G2 +35.0 -315.0 <br /> 4. For 2x stud framing construction,anchoring of these units shall be the <br /> some as that she"for 2x buck masonry construction. F 41.tr X 2L75- G1,G2 1 +35.0 .35.0 <br /> 44.V X 46.0" 37.Cr X 18.75" G1,G2 +4&0 45.0 4&0-X S4 <br /> 5. Site conditions that deviate from the details of this drowing require +45.0 45.0 44.91 x 60.0' 37.W X 25.75" 01,02 +35.0 40.(rXM(r X 21.75' G1,G2 .35.0 <br /> further engineering analysis by a licensed engineer or registered <br /> 36.0"X S&V 2?.cr x 23.7s, 01,G2 +46.0 45.0 40.0"X 66.0r 33.0r x zas" 61,G2 +35.0 .35.0 to'n't <br /> architect. <br /> 3LW X 64.0" 25.Ir X 27,75' G1,G2 +415.0 45.0 36.01 X 720" 29.vx3vs, 01,G2 +35.0 .35.0 <br /> TABLE OF CONWM SLT X 44.0" 45.0-X 17.7r G1,G2 440.0 40.0 610'x Or 45V X 25-7-v 61,G2 +30.0 40.0 <br /> IHEETO DESCRIMON <br /> 1 Typical elevations,design pressures and general notes ON X 49.0' 410r x 14.7r 61,62 +40.0 48OX"Ir 4110X 27_7r G1;G2 +30.0 .31LO DAM q123114 <br /> 2 Horizontal cross sections T.S. <br /> 3 Verticol'cross sections 44.1r X 51W 31r X 21.7r GI,G2 +40.0 -40.0 air X 70P 37.0"X 30.75' G1,G2 +30.0 -30.0 DWO.awy... JK <br /> 4 Buck and frame oncho' CRYL OY, LFS <br /> eflals,COMPNE- 40.07 X 580 33.0*X 20r G7,G2 +4" -300 <br /> 1 5 Bill of mat Unts&glazing details 40.0j 40.TX72.tr 33.T X 31.7r G1,G2 +3CLO <br /> DRAYARG <br /> 45.0'X 31.75' G1,G2 FL-15819.8 <br /> stir x 72r f-2Z0±jj SHMT t or <br />