Laserfiche WebLink
>, �ttttl U III <br /> LW <br /> `� ���� •� ��©2��, yr <br /> ~�i �•• <br /> i01SdPiiiSppPor�ag?Ii?2Lf21Rjti�7 LQ light. SEE CHART FOR FRAME '���Iiry zomo <br /> r not <br /> Sheetstwro,Ohlo 44241 a N <br /> try A n=° 9mGW <br /> "BARCELONA" �i� m0.aa, <br /> Model "DSL30" ,�r ,ii a <br /> SLIDING WINDOW N <br /> "NUN-IMPACT' 3 <br /> o <br /> 0 J <br /> V 5 <br /> K U� <br /> m ti y 4N <br /> GENERAL NOTES <br /> 3 W f f a a a <br /> 1. This product has been evacuated and is in compliance with the 4th Edition(2017)Florida i%j <br /> o Building Code(FBC)structural requirements eX4luding the"High Velocity Hurricane Zone" i// i m <br /> (HVHZ). <br /> 2, Product anchors shall be as fisted and spaced as shown on details.Anchor embedment <br /> to base material sholl be beyond wall dressing or stucco. <br /> 3. When used in areas requiring wind bome debris protection,this product is required to be j z o <br /> protected with an impact resistant covering that complies with FBC Sections 1609.1.2 8 <br /> R301.2.1.2. <br /> a � <br /> 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown W <br /> Qfor 2x buck masonry construction. z <br /> Q <br /> 5. Site conditions that deviate from the details of this drawing require further m W z <br /> engineering analysis by a licensed engineer or registered architect. ry o <br /> a <br /> TABLE OF CONTENTS ,..,::,.......,,,,,....>n....._...... x° <br /> HEET4 DESCRIPTION „'"MA'X.. .r+ fkG9X:': "DE51GN._1RESSURE S z e <br /> FRAME LI LO a ��h iD 08 77 i Typical elevations,design pressures and general notes / <br /> 2 Horizontal cross sections AtltiENSION AIMENStON, -'TYPE pttilrE ,NEGAi1YE?v scuE N.T.S. <br /> 3 Vertical cross sections 73.0"X 63.0" 31.43T'x54.375" G1 +40.0 -40.0 ° 'BY.. JK in Buck and frame anchoring aiw BY. LFS <br /> f 5 Components AW X 44.0" 26,437"x 35.375" G1 +55.0 -55.0 °Ri1 L— 5 n 6 BIII of materials and glaring detail FL—i ST81.15 4 <br /> V N <br /> �. snhr t of s tl <br />