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57 MA7C FlUME WID111 :A! <br /> 45'MAX D.LO.WIDTH ��O�'• <br /> I NC ®� E d* o z m <br /> "WWDMS&DOORS <br /> 250 Staunton Turnpike,Parkersburg,W V 26104 ��� ,����y •' ��`�� >> m <br /> o d m z <br /> X o <br /> 7700 J 99.00 Series N$ 9 m.W <br /> Vinyl Double Hung p <br /> m d a <br /> (9 c z y <br /> Window F'1d. <br /> "NON-IMPACT" <br /> d GENERAL NOTES o X \? <br /> � o0 <br /> 1. This product has been evaluated and is in compliance with1he 6th <br /> Edition 12017)Florida Budding Code(FBC)structural requirements <br /> excluding the Wgh Velocity Hurricane Zone(HVHZ). ti o <br /> s 2. Product anchors sholl be as fated and spaced as shown on.detals. m <br /> Anchor embedment to base material shad be beyond wail dressing ; .. :. ,. ., cateNrRrsstixEPu1 MAx DmOx�sFVlie n a <br /> ° orstucco. rRAME' DLa GLA56 <br /> TYPE': MAX <br /> DtO. .GLASS' <br /> DNIH4SiDN,, DIMENSfON. ; .: POSO1wE, .106ATNE, .'Dl4fENdION!' OIMENSiON "fOSt11YE RLGAINE' a <br /> 3. When used in areas7equiringwindbome.debris protection this 32A'XS0.r 2S.rx24,7s• G1,G2 +53.0 -55.0 34PXAW 29.rX277s G1,G2 +40.0 -40.0 Iproduct Is required to be protected with'an impact resistant covering N rn <br /> o thatcompPeswithFBCSeotions1609.12&R3012-M 5zrx4or 4SrXts.75- G1,G2 +45.0 45.0 3xrx7or 2&rX30.7r G1,G2 +40.0 40.0 8 Wd o . <br /> zVI <br /> 4. For2xsWdtramitig construction,anchoring of these units shall bethe 4WX4Lr 41.rxu7s Gt,G2 +45.0. -45.0 SWXSa 45.rX2029• GI.G2 +35.0 -35.0 <br /> some os that shown for 2x buck masonry constnrctiori 4WIX460 372'XIL75' G1,G2 445.0 45.0 4erxs4.D• 41.rX22.75' G1,62 +35.0 -35.0 mg <br /> 5. Site conditions thatdevlate from the detadsofihis drawing requite 4D.VXSW 33ax2u75- G1,.G2 +45.0 -45.0 44ZXSW 372-X2s.7r G1,G2 +36.0 -35.0 <br /> o z z <br /> n architect <br /> furtherneeringanalysisby.adcensedengineerorregistered <br /> architect.itect 3&VXSsr 29mx2ur G1,G2 +45.0 45.0 4WX46X 33A•X2L75' G1,G2 +35.0 -35.0 ^^ k <br /> 32rXAV 25VXVJS' G1,G2 +45.0 .49.0 36.0"X72r 29A`X31.7r G1,G2 +35.0 35.o • ° NNo' <br /> t .O If,w10 <br /> TABLE OF.CONTEMd 52rX44.V 45VX1775' GI.G2 4,40.0 .40.0 S2rx60.r 4SZX2sas GLG2 +30.0 30.0 a„,N. z <br /> SHEETS DESCRIPHON <br /> 1 T al elevations,desi n on general 48rX4Q0' 410'X1f7S G1,G2 +40.0' -40.0 4IrX6W 41.cX277r 01,62 430.0 30.0 wte 6123114 � <br /> 2 Horizontolaosssections sr�ut N.T.S. a <br /> 3 Verticalcrmssectioriv 44.VX520• WrX21.M G1,G2 +40.0 4MO 4WX70.r 370X30.7S- G1,G2 +30.0 430.0 �, JK m <br /> 4 Buckond rameanchonng 4WXSSC 330-X2175' G1,G2 '+40A -00.0. 400 X72a' 33rX31.75' G1,G2 +30.0 30.0 ° � �S 3 <br /> 5 B11°smaterials,componentsd.gladngdetafts e <br /> oRnwwc xo„ a <br /> 52:rx72r 45A"X31.73• G1,G2 +25.0 .25.0 FL-15I319.8 0 <br /> y sxar 1 oa 9 <br /> d. <br />