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I T MAX FRAME WIDTH ......4(....... <br /> MAX D.I.O.WIDTH Z A.. <br /> Ile: <br /> .0 0i <br /> > <br /> WINDOWS&DOORS "C <br /> 250 Staunton Turnpike,Parkersburg,WV 26104 1P z <br /> fit .. <br /> 0 is z <br /> 7700 9900 Series 2� <br /> O.W <br /> Z X <br /> 5 ad, IL <br /> Vinyl! Double Hung 4-- <br /> gz 0 <br /> Window X <br /> "NON-IMPAcr, <br /> Chv . <br /> M <br /> GENERAL NOTES <br /> cc <br /> CS <br /> 1. This product has been evaluated and Is In compliance with the 6th <br /> Edition(20I 7)Florida Building Code JFBC)structural requirements Nil <br /> rz <br /> excluding the"High Velocity Hurricane Zone'(HVHZ). L <br /> 2. Product anchors shall be as listed and spaced as shown on details. <br /> Anchor embedment to base material shall be beyond wall dressing MAX MAX- Max MAX Dil!!G�PAWVREM <br /> or stucco. FUMF oDIO. 'FRAMEDIL0. GLW , . <br /> tYNE <br /> Ca"S(OH PO IM ;NEGATIVE, DIMENSION DIMENSION ME Ct <br /> 3. When used in areas requiring wind bome debris protection this UWXM0, 2&TX24.7r G1,02 -+S&O -55.0 36P x"r 29.WX27.7r 01,G2 +40.0 40.0 <br /> product is required to be protected with an impact resistant covering in <br /> z <br /> that compiles with FBC Sections 1609.1.2&R301.11.2. SIT X 40.r 45-Ir X 15-75" G1,G2 +45.0 45.0 32r X 70Y 23.01 X 30.75- G1,G2 -40.0 .40.0 L:) <br /> 48ri(Q& 41V X 16.75- G1,Q +45.0 -45.0 szwxsor 4&0`X2CL7,r 01,G2 +35.0 -35�0 <br /> 4. For 2x stud framing construction,anchoring of these units shall be the I - o z R <br /> some as that shown for 2x buck masonry construction. 44.0"X 46V 370 x IVE! G1.G2 +4&0 45.0 40.0'X 64V 410 X 2175" G1,G2 +35.0 -35.0 <br /> 12 Uj W <br /> W It N <br /> CL <br /> 5. Site conditions that deviate from the details of this drowing require 4&WX SIT 3WX21115' G1,G2 +45.0 4&0 44.0'X 6110' 37.WX252r 01,02 +35.0 -35.0 <br /> z <br /> further engineering analysis by a licensed engineer or registered 36.e x 56.0, 270 X 23.751 G1,G2 +45.0 45.0 AID.WX 66.0" 33.0"X 2&75- G1,02 +3S.0 .3S.0 M <br /> architect. <br /> 32,0'X64.0' 25,0"X27.791 01,G2 +45.0 45.0 38A"X714- 29.0X31.7S' 61,G2 +35.0 -35.0 <br /> z <br /> TABLE OF tOMMINITS SIT X 44.0" 45.0'X 17.75" G1,G2 +40.0 40.0 sw X 60,V- U.w x 2s.?.v w,G2 +3o.o .30.0 0 <br /> SHEEIrO D=PJMON - V <br /> I Typical elevailons,design pressures and general no es 4&CrX48.0- 41.0"X 19.7S* G1,02 +40.0 40.0 4$.TX64V 41.0"X27.7r 61,G2 +30.0 .30.0 DAIL- 6/23/14 z <br /> 2 Horizontal cross sections SCALe N.T.S. i <br /> 3 Vertical cross sections 44.r X SZ(r 37r X 21.7r G1,G2 +40.0 -40.0 44.0'X n.(r 37.W X 30.7S* G1,G2 +30.0 r-30,O Mo. JK M <br /> 4 Buck and 9* 1 LFS <br /> 400 x IiUr "X24.79' G1,G2 +40.0 40.0 40.TX72.Cr 33.TrX3j.7r 01,G2 +30.0 -30.0 <br /> 5-Til-almoteMials,Mompone�nts&glazing detai� DRAVAM No.. <br /> SIT X 72r 450 X 31.75' G1.G2 +25.0 .25.0 FL-1581, a <br /> sung 1 or <br />