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<br /> 250 Staunton Turnpike,Parkersburg,WV 26104 4�•e '"" •S`yNN >>° D rn
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<br /> 7700 9900 Series X
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<br /> Vinyl Double Hung 6
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<br /> Window _ � �w
<br /> 310.
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<br /> GENERAL NOTES ;-d
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<br /> 1. This product has been evaluated and is in compliance with the 6th /
<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. 12 m
<br /> Anchor embedment to base material shall be beyond wall dressing Max.':,.,;: •Max: '; DEslcra rRes'suae,�Psq,.;:' rrdaz ti:', a ,:•MAJf:,,'.;1:'s;- DesrGNpeFssoaE(PSFj m m or stucco. Glass Glass.
<br /> FRAME, D.LO:, ... FRAME',; ,'D'1-O 4
<br /> c 'r`._DIMENSION q'. DIMENSION. -TYPE POSITIVE NEGATNF_ ',!DIMENSION DIMENSION „ ;rcPE.;,5'�;,POSRIVE� `NEGATIVEf. y
<br /> = 3. When used in areas requiring wind bome debris protection this 32.0"X58.0" 25.0^X24.75" G1,G2 +55.0 .55.0 36.0"X64.0" 29.0^x27.75^ G1,G2 +40.0r-40.0
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<br /> product is required to be protected with an impact resistant covering U,
<br /> g that complies with FBC Sections 1609.1.2&R301.2.1.2. 52.0"x 4a.o" 4so^x 15.75^ Gt,G2 +45.0 -45.0 32.0"x70.0" 25.0"x 30.75" G1,Ga +40.0 w w z o
<br /> 4. For 2x stud framing construction,anchoring of these units shall bethe 43.0^x42.0" 41.o^X16.75" G1,G2 +45.0 45.0 52.0^x50.0" 45.0^x20.75^ G1,G2 +35,0! same as that shown for 2x buck masonry construction. 44.0^X46.0" 37.0"X 18.75' G1,G2 +45.0 .45.0 48.0"X54.0" 41.0"X22.75" G1,G2 +35.0 o z y
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<br /> 5. Site conditions that deviate from the details of this drawing require 4o.o"x52.o 33.0"X21.75 G1,Gz +45.0 -45.0 44.0"X60.9^ 37.0"x25.75" G1,G2 +35.0 -35.0 a a d
<br /> further engineering analysis bya licensed engineer orregistered 36.0"X56.o" 29.o"x23.7s" G1,G2 +45.0 -45.0 40.0"X66.0" 33.0^X29.75^ Gt,Gz +35.0 35.D Dom`
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<br /> 32.0"X 64.0" 25.0"X 27.75" G1,G2 +45.0 45.0 36.0"X 72.0" 29.0"X 31.75" G1,G2 +35.0 .35.0 v
<br /> TABLE OF CONTENTS z
<br /> 52.0"X44.W 45.0"X17.75" G1,G2 +40.0 -40.0 52.0"X60.0" 45.VX25.75" G1,G2 +30.0 -30.0 a n N Z a
<br /> SHEEN DESCRIPTION
<br /> d 1 Typical elevations,design pressures and general notes 48.0"X 48.0" 41.0"X 19.75" Gt,G2 +40.0 -40.0 48.0"X 64.0" 41.0X 27.75" G1,G2 +30.0 -30.0 0A 6/23/t 4
<br /> 2 Horizontal cross sections srm,c• N.T.S.
<br /> 3 Verfical cross sections 44.0"X52.0" 37.0"X21.75" G1,G2 +40.0 -40.0 L12. 7'21'
<br /> 37.0"X30.75" G1.G2 +30.0 -30.0 DWG.BY.. JK m
<br /> 4 Buck and frame
<br /> ,componen 40.0"X58.0" 33.0"X24.75" G1,G2 +40.0 .40.0 33.0"X31.75^ G1,G2 +30.0 -30.0 CHK.BY; LFS 3
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<br /> 5 Bill of materials,components&glazing detailsGRMING No.-.
<br /> 45.0"X31.75" G1,G2 +25.0 -25.0 FL-15819.8 d
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<br /> G SHEEr_L OF 5
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