|
52"MAX FRAME WH)TH `� ........ - 4r�
<br /> ,► O1 �45'MAX D.LO.Wf011i� "�w�.� � �'•^,., �
<br /> WrINDOWS&DOORS
<br /> 250 5taurimnTumpike,Pmiowbur&WV 26104 J�f
<br /> f rrttr r4X9fli1
<br /> 7700 f 9900 Series
<br /> �A coca
<br /> Vinyl Double Hung
<br /> 9 ry,
<br /> Window
<br /> "NON-EM PAcr, j g
<br /> m n' QQs j vr0'
<br /> i z m°
<br /> q GENERALNOTES Ma cn u a
<br /> L
<br /> 1. This product has been evaluated and 1s in comptlance with the 61h L
<br /> !
<br /> Edition(2017)Florida Bullding Code(FBC)structural requirementsexcluding the"Ifgh Velocity Hurricane Zone(HVHZ). 4 4
<br /> 2 Product anchors shall be as listed and spaced as shown on details. 'm
<br /> # Anchor embedment to boss material shad be beyond wall dressing (• i�rtz: .•::."r;;;rafAX'.•; `: ;; ::oartynin+ aa�`.(asij' !ra?c< >':::":'''!wniL}:L;• ':; .:_:r.'oEsir;y vrrWURI,�a m
<br /> ".::.... . brass•..:.., a - t.
<br /> n or stucco. .':ftiAAiEx`,'{:;,;:5D,1•A:�:x":;.; .: ,FRA7f7E�'i; ti:D:I:O::;,•;f ;'t1PE%
<br /> u •'••pIlNEN.3IOtrr•;:.•�:OJMIENSrOtr.-,..::.:....:::';POSlJNE;':JgHGA1NE >:`,bIASEtISfQN•.�:_'•.,.liJrytENS(ON�."; ;:�-: .�:�?2?M>:'NFGAiivF` � �,
<br /> g 3. When used In areas requiring wind bome debt protection this 32rXs8.r 25A"x2&7s Gl,G2 +55.0 -55.0 36D"X64.4' 29.0"X.27.7W G1,02 +40.0 1 -40.0 w y N
<br /> product is required to be protected with an impact resistant covering m
<br /> that complies with FBC Sections 1609.1 2&R307 27.2 52Q'X 40.W 45.W X I3Zr GI,G2 +45.0 •45.0 32r X 70.0" 25V X 30.75• GI,02 +aD •40.0 w��z o-
<br /> 4&D'X42.0" 41.0'XI&75' G1,G2 +45.0 -45.0 52.0"X56.0" 45.D°X20.75" GI,G2 +35.0 .35.0 o is",g
<br /> 4. For 2x stud framing construction,anchoring of these units shalt be the o H O w
<br /> S same aslhatshownfor2xbuckmasonryconstruction. 448'X4aA" 37.CXT6.7s 01.G2 +45.0 -45.0 4&0 Xs4,0 4r,o"x227s 01,02 +35.035.0 Ln
<br /> k� w
<br /> 40NIX520" 33.4"X 21.7S' G1.G2 +45.0 -0.0 IAZ'X60A" 37.WX25.75' GI,G2 +3s.0 •3s.0 a rti�4L'i d
<br /> 5. Site conditions that deviate from the details of this drawing require
<br /> < further engineering analysis by a licensed engineer or registered 36.rX56XI 290X23.757 G1,G2 +45.0 45.0 QWX66.0" 33.TX20.7s GI.G2 +35.0 •3s.0
<br /> architect. o M1 h a
<br /> s 3Z6"X&4.0" 250=7,75" GI,G2 445.0 -46.0 3&.0"X72. 29.TX3195" GI,G2 +35.0 -35.0 w` p
<br /> TABIS OF COMENIS SZTX IA tr• 4s.W x 17.7s Gl,G2 +40.0 40.0 52.6'X gQ.(r 49ArX25.75' GI,G2 +30.0 -30.0
<br /> SHEP7# DESCRIMON
<br /> I T picaleleYaflonadesrgnpressuresand nero notes 4eA"X4&0" 41.0"X19.7s" GI.G2 +40.0 40.0 4&0"X64.0" 41.0"X279S' GI,G2 +30.0 .30.4 Ime B 23 14
<br /> WN.2 Hodmntaicrmssections 3 ve7licccrossseclions 44,G'XSLO' 37.0X27.T5" GI,G2 +40.0 40.0 44.0"X70.0" 37SrX3D.7S' G1,G2 +30.0 -30.0 Bu and frameanC ri 40A"Xs&0" 33.0"X24.75- GI,G2 +40.0 4D.D 40OX7M0" 33"0"X31,75, 01,G2 +30.0 -3D.4 Br I o materials,components&glarin detals
<br /> s20•X72,0' 45,0-x3r,7s $1,G2 +250 -25.p n
<br /> d
<br />
|