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sr MAX FRAME VJro1H .`` . ...*TV ��i <br /> 45'tvtAX DLO.WIDTH� ^��•' %'�i m <br /> WINDOWS&DOORS <br /> 250 Staunton Tumpike,Parkersburg,WV 26104 �� ��, m <br /> >> m <br /> 7700 / 9900 Series <br /> ;\ esg 9maa <br /> / \ � aNc maa� <br /> Vinyl Double Hung \1 � LL <br /> Window w $ a <br /> "NON-immcr, o <br /> d Q m <br /> R GENERAL NOTES o' \� Ed <br /> 1. This product has been evaluated and is in compliance with the 6th <br /> Edition 12017)Florida Buading'Code(FBC)structural requirements <br /> excluding the l fgh Velocity Hurricane Zone"fig). a <br /> a a <br /> 2. Product anchors shoo be as fisted and spaced as shown on details. m <br /> s Anchor embedment to base material shall be beyond wall dressing uArc,, uAx, tiatctirsrsitiertsn: Mnx MAX; DarsN�eFssuee o <br /> orstucco. FRAME'- 4'DLO:.: �' .. .' 'rFltAME�'' " 'DtO. <br /> ''DIMENLON,'; '�:DUNENSfON' .lYPE� MUM, .NEGATNF,. '=_rOStrIVE. .'NFGAINP' <br /> 3. When used in areas requiring wind bome debris protection this 32rx s&r 25A•x 24.77 G1,G2 +S5.0 •55.o 3&rx 64A- 29A•x2777 GI.G2 +40.0 -40.0... N Z N <br /> product is requeed to be protected with an impact resistant covering yr <br /> o . that compries with FBC Sections 1609.12&R3012.12- S2rxOar 4SA•x1577 G1,432 +45.0 -4S.0 32rx70A• 2SZX303V G1,G2 +40.0 -40.0 B Wi 0. <br /> 4: For 2x stud framing construction;anchoring of these units shall be the <br /> Aa .X42.r 41A`XI&77 G1,G2 , +45.0 -05.0 52rx50D 45.rx207s G1,62 +35.0 35.0 <br /> some as That shown for 2x buck masonry COnsiNCtiOn. 44.rX 4&T 37A•X 1B77 01,G2 +45.0 4S.0 4&r X S4A• 41.r X2277 Gi.G2 +35.0 -35.0 <br /> o ¢vW�vr <br /> 5. Site condifions that deviate from the detallsof this drawing require 4WXS2r 33A•x2177 GI,G2 +45,0 -45.0 4&rxger 37OX25:75• Gl;G2 +35.0 =xofurther . a a <br /> $ arch'ttect9rneeririganalysisbyadcensed engineer orregistered 3&A•XSb.r' 29rX2&7s GI,G2 +45,0 45.0 40.0*X66A• 33A'x29.75' G1,G2 +35,0 4&0 <br /> n e^e m <br /> s o NNQ f <br /> b 32A•X64A• 25A•X27,V G1,G2 +45.0 4&0 3&rX72r 290X3175' Gi,G2 +35.0 -35.0 <br /> TABLE OFCOMENiS 52rX44A• 452'X1775' GI-G2 +40.0 40.0 52a*xar 45A•X205- G1,G2 +30.0 .30.0 +r,N-z <br /> SNEETU; DESCRiP170N <br /> 1 T lcalelevations,desl nptezuresand generalnotes 4B.rX49A- 41A•X1177 G1,G2 +40.0 40.0 4WX642` OrX.2775' GI,G2 +30.0 -30,0 nac 6 23 14 <br /> 2 Horizontal cross sectforts N.T.S ° <br /> . <br /> 3 verticalmynsections- 44.rX52r 37A•X2177 GI,G2 +40.0 40.0 44.rX70r _ 37A•X30.77 G1,G2 +30.0 -30.0 ovc.er: JK m <br /> m 4 Eck and frame anchoring 40.rXS&r Mir 01,02 +40.0 .40.0 43rX72r 33A•X31.17 G1,G2 +30.0 �0.0 �o0 LFS 3 <br /> .5 B91 of materials,componerds&glazing details DRABitro rma e <br /> 52A'X72A• OrX31.77 GI:G2 +25.0 25.0 FL-15819.8 a <br /> d`% stW 1 of 5 <br />