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52"MAX FRAME WIDTH. ���� ............ <br /> 4 1 I rr <br /> ru 45"MAX D.L.O.WIDTH , O <br /> CS <br /> 250 Staunton Turnpike,Parkersburg,WV 26104 <br /> 1 o M z <br /> oM•: <br /> m a cg xz,1 <br /> 7700 / 9900 Series � isCOA D d c <br /> ¢ ° md0. <br /> My! Double Hung � � � <br /> "XVTI <br /> / E oZ <br /> Window <br /> "NON-IMPACT" <br /> w <br /> �3 q¢ <br /> c oz <br /> �x 8(D <br /> s 48 <br /> GENERAL MOTES m O \o N W v <br /> CY Oq ¢ ¢Of <br /> 1. This product has been evaluated and is in compliance with the 6th <br /> Edition(2017)Florida Building Code(FBC)structural requirements /Jl g > a <br /> excluding the"High Velocity Hurricane Zone"(HVHZ). a a <br /> 2. Product anchors shall be as listed and spaced as shown on details. j <br /> Anchor embedment to base material shall be beyond wall dressing .MAX. Max. r;c4ss,, DESIGN PRESSURE tPsr MAx.. MAX. GLASS DESIGN PRESSURE(PSI) 4 <br /> or stucco. FRAME 'D.LO, .. FRAME D:LO. <br /> DIMENSIGCt., DIMENSION.... POSITIVE FIE.AIE DIMENSION- DIMENSION - 'TYPE i. POStrNE NEGA'DVE:. 1z ^ <br /> 3. When used in areas requiring wind borne debris protection this 32.0°x SB.D" 25.0"X 24.75' G1,G2 +55.0 -55.0 36.0"x 64.0" 29.0"x 27.75" G1,G2 +40.0 -40.0 N N <br /> product is required to be protected with an impact resistant covering z <br /> a that complies with FBC Sections 1609.1.2&R301.2.1.2. 52.9"x 40.0" 45.0^x 15.75^ 'GI,G2 +45.0 45.0 32.a"x 70.o 2&W X 30.76' G1;G2 +40.0 -ao <br /> in <br /> 48.0"X 42.0° at.0"x 16.75" G1,G2 +q5.0 -q5.0 52.0"x SO.o" A5.0"x 20.75" G1,Ga +35.0 -35.0 W <br /> 4. For 2x stud framing construction,anchoring of these units shall be the o a W x <br /> some as that shown for 2x buck masonry construction. 44.0"x46.o" 37,0^X 18.75° Gt,G2 +45.0 45.0 4B.a"X s4.0" 41.0"xz2.7s G1,G2 +35.0 -35.0 ?W <br /> 5. Site conditions that deviate from the details of this drawing require 40.0°x 52.0" 33.0"X 21.75' G1,G2 +45.0 -45.0 44.0"X 60.0" 37.0"X 25.75" G1,G2 +35.0 -35.0 a 6 <br /> 15 a further engineering analysis by a licensed engineer or registered 36.o"x56.0^ 29.D"x23.75° Gi;G2 +45.0 -45.0 a0.0^x66.W 33.0^x2B.75° GI,G2 +35.0 -35.0 <br /> 3 architect. o , W a <br /> -a 32.0"X64.0" 25.0"X27.75"' GI,G2 +45.0 •45.0 36.0"X72.0° 29.0"X31.75° G1,G2 .+35.0 -35.0 <br /> TABLE OF CONTENTS z <br /> 52A"X 44.0" 45-V X 17.75' G1,G2 +40.0 •40.0 52.0"X 60.a^ 45.W x 25.75^ G1,G2 +30.0 -30.0 .t M N•-z a° <br /> SHEEW DESCRIPRON <br /> 1 Typical elevations,design pressures and general notes 40.0"X 48.0" 41.0"X 19.75" G1,G2 +40.0 •40.0 48.WX 64.0° 41.0"x 27.76' G1,G2 +30.0 .-30,0 °ATE 6123114 =. <br /> z 2 Horizontal cross sections scuE N.T.S.fli ° <br /> 3 Vertical cross sections <br /> - 44.0"X 520" 37.0"X 21.75°, G1,G2 - +40.0 -40.0 44.0"X 70.0^.- 370 X 30.75" G1,G2 +30.0 -30.0 Dyye,$y; ,1K m' <br /> 4 Buck and frame anchoring cHK.ar: LFS 3 <br /> 5 Bill or materials,components 8,glazing detoils A0.0"X 58.0" 33.0" "X 2Q.75 G1,G2 k40.0 •40.0 40.0"X 72.0" 33.0^X 3L75' G7,G2 +30.0 -30.0 Dw,vmac No.: � <br /> t <br /> 52.0"X 72.0" 45.0"X 31.79 G1.G2 +25.0 -25.0 FL-15819.8 a <br /> SHEET 1 OF 5 N <br /> i _ 0 <br /> d <br />