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a'%i <br /> Wl�T� �� E <br /> 96"MAX O.A.FRAME WIDTH ��=.7 Z <br /> u <br /> WINDOWS&DOORS 43,s'MAx ':,�) ., '& a <br /> 250 Staunton Turnpike,Parkersburg WV 26104 D.LO.WIDTH '''''���rlll Z�po m o <br /> U 1.._ <br /> o 0 xo Z� <br /> Em 9mmo <br /> 770019900 Series T �i �i Np ' <br /> °• <br /> E oZ <br /> Vinyl Horizontal Sliding Window 5- 0 2ta � <br /> "NOWIMPACr' <br /> = m <br /> W <br /> w <br /> ti <br /> c O W O J <br /> �' X X Q <br /> 4 agp5 a <br /> V O 2 V) �W <br /> m � <br /> GENERAL NOTES o W <br /> n <br /> 1. This product has been evaluated and is in compliance with the 61h w <br /> Edition(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. ' rl�g m <br /> Anchor embedment to base material shall be beyond wall dressing <br /> t or stucco. <br /> n a <br /> s 3. When used In areas requiring wind bome debris protection this $N N <br /> product is required to be protected with an Impact resistant covering �o z <br /> that complies with FBC Sections 1609.1.2&R301.2.1.2. w 0 <br /> g MAX:; INAJ(. GIASS~. DESIGfJPRESSURE'(FSFJ,; <br /> 4. For 2x stud framing construction,anchorin of these units shall be the <br /> s 9 9 - '.;EBAME`d�`'', ;_;DLO:=?''=�:::'.�. ..... ...,_,..:�,f.. -. o 0 <br /> some as that shown for 2x buck mason construction. - .�.° TYPE' <br /> masonry DIMENSION DIMENSION'°':, POSRIVE'j_NEGA11VE- w <br /> 5. Site conditions that deviate from the details of this drawing require 96.0"X 72.0" 43,5"X 64.0" G7 +�5.0 -15.0 > <br /> further engineering analysis by a licensed engineer or registered P <br /> architect. 74.0"X 63.0" 32.5'X 55.0" Gl +30.0 -30.0 w = <br /> ocmv¢ <br /> TABLE Of CONTENTS ZM <br /> Ba.D^x 54.0" 37.5'x 46.0" GI +35.0 -35.0 a o <br /> Q SHEETN DESCRIPTION z a <br /> ft 1 T ical elevations,design pressures and general notes 72.0"X 48.0" 31.5"X 40.0" GI +45.0 -45.0 DATE 4125113 z <br /> 2 Horizontal cross sections sr.iE N.T.S. o <br /> 3 Vertical cross sections 63.0"X 44.0" 27.0"X 36.0" Gl +50.0 -50.0 owa W. JK m' <br /> 4 Buck and frame anchoring(Max.Frame Sae:96"x 72 <br /> 5 Buck and frame anchoring Max.Frame Size:72"x 48"1 cux,m: LFS 3 <br /> y" 6 Bill of materials,components&glaring details oruFLWIN fro: a <br /> m <br /> -16092.9 <br /> 0 <br /> S StIEEr I OF 6' N <br /> a <br /> d <br />