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i <br /> ............" <br /> _ �• •% M <br /> �V ' o :2!- LLOni <br /> indows <br /> •,0 ftL <br /> Bringing quality ID tigylr. �� f ••••••P' •��` J'e m <br /> 10250 Philipp Parkway '',�� 11 r111� ``, UZI N m z <br /> Sireeisboro,Ohio 44241 <br /> '$. o <br /> � v a a xz4 <br /> 0 o Em 9moo <br /> 11 11 SEE CHART FOR' SEE CHART FOR +�' a N� m a OCL <br /> a <br /> IBARCELONA 11 FRAME SIZES FRAME SIZES ' ; o <br /> Model DH30 and DH30P `z <br /> DOUBLE HUNG WINDOW ' ' LCOU <br /> "NON-IMPACT' Uj <br /> N X 1z z <br /> j <br /> zLU <br /> _ WL� <br /> h OZ <br /> w M <br /> - ' ! N yr <br /> JW <br /> GENERAL NOTES S / / En O U y <br /> o <br /> U /, <br /> This product has been evaluated and is in compliance with the 6th Edition(2017)Florida, W a (Cl <br /> a <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane "' <br /> Zone"(HVHZ). x x m <br /> Product anchors shall be as listed and spaced as shown on details.Anchor embedment <br /> to base material shall be beyond wall dressing or stucco. <br /> i <br /> When used in areas requiring wind bome debris protection,this product is required to be L z <br /> protected with an impact resistant covering that complies with FBC Sections 1609.1.2& w c <br /> R301.2.1.2. E. <br /> Model"DH30" Model'DH30P" <br /> For 2x stud framing construction,anchoring of these units shall be the same as that <br /> shown for 2x buck masonry construction. Ti_ <br /> aL <br /> ci <br /> -M <br /> OLA$ -- EStGN'PRESSURIs S 's q <br /> "MODEb`i .:FRAME.:a;:::;: m:D.LO:.:;::::;,:::x,: <br /> e from the details of this drawing require further <br /> Site conditions that deviate 9 <br /> 1 E S "':":a _tSRIVE.:, NEGATIVE=; m <br /> engineering analysis by a licensed engineer or registered architect. :_: _--;::.__::,:_,:::=.;;, <_ Q.M M/QN , D1hIEN5lON,a., w <br /> "DH30" 36.0"X 72.0" 28.125"x 32.00" GI +50.0 -50.0 "o <br /> TABLE OF CONTENTS <br /> SHEEW DESCRIPUON "DH30" 40.0"X 63.0" 32.125'x 27.125" Gt +55.0 -55.0 Z <br /> 1 Typical elevations,design pressures and general.notes <br /> DATE 9/19/17 <br /> 2 Horizontal cross sections "DH30" 54.0"X 76.0" 46.25"x 34.00" G1 +35.0 .35.0 srl: N.T.S. <br /> 3 Vertical cross sections M.BY. JK <br /> 4. Buck and frame anchoring 5 �.�po.e��t� "DH30P" 40.0"X 63.0" 32.125"x 26.625" Gl +55.6 -55.0 CHK.Dr: LFS <br /> 6 - Bill of materials and glazing detail DRAWING NO.: <br /> "DH30P" 54.0"X 76.0" 46.25"x 33.125' Gl +30.0 -30.0 FL-15760.9 <br /> 1 OF t) <br />