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wl�s <br /> sa"raaxaaiwmrt <br /> jr <br /> 250 Staunton Turnpike,Parkrslwrg,WV 26104 DJ-O.WIDTH •,�� •••O�`�� SN' <br /> i <br /> En 9 m. <br /> 7700/9900 Serles � � �"� 5�4 <br /> • � E o'' <br /> Vinyl Horizontal Sliding window 5-: <br /> o� <br /> 'NON-1MPACr' <br /> 3 W = Up <br /> fl �� <br /> 4 z� <br /> GENERAL NOTES g <br /> 1. This product has been'evotuoted and is in compliance with the 4th, <br /> Edtion(2017)Floddo.BuDding Code(FBC)structural requirements o a <br /> excluding the Mgh Velocity HurricaneZone'(HVHZ). <br /> 2. Product anchors shall be as fisted and spaced as shown on details. + f as <br /> Anchor embedment to base material shall be beyond woli'dressing - <br /> orstucco. <br /> b <br /> v� n O <br /> :3. When used in areas requiring wind bome debris protection this N N <br /> product is required to be protected wish an impact resistant covering y <br /> rid z <br /> that Campfies with FBC Sermons 1609.12&R301.2.12 W W o <br /> in <br /> g. = +'?'htAk`:w ^z»:jlljt `-{' :'BEStGN?RE35ttRE! <br /> 4. For 2x stud framing construction,anchoring of these units shalt be the _:rH; GtASsa ' <br /> some as that shown for 2x buck masonry construction. OYMfNS10 ^w•5. Site condfions that deviate from the details of this drawing require 96.0"X72.0" ti*}43.5'X 64.0" :G1 Y'.+15.0 -15.0 <br /> J further engineering,anotysbbyaOcensedengineerorregistered - <br /> architect. 74.0"X63.0" 32.6"X55.0 GT +30.0 -30.0 w Z <br /> TABLE OF COMEMS <br /> 84.0"X54.0" 37.5"X46r G1 +35.0 -35.0 <br /> SNEErO DESCPJPAON <br /> 1 T ]catetevat esgnpn unesand erreratnotes 72.VX4&Cr 31.rX40.0" G1 +45.0 "45.0 4 25173 ° <br /> 2 Mor¢ontai cross sections WE- N.T.S. <br /> 3 Vertical croft sections SUM 63.0"X 44.0" 27.0"X 36.0" Gi +50:0 .50.0 0 ar Jff m <br /> � a 4 8uckandirameancharirrg McacftarneStte:96"x72't <br /> ? 5 Buck Ural frame anchostns ox Frame 5¢e 72 x <br /> tFs <br /> 6 BiU of matenoh,components&gazing Beta(s 777 NO. <br /> 5 FL-16092.9 c <br /> i <br />