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o <br /> Lite <br /> .Bringing.='4.iw ity-to.light. :. ... ..... o m <br /> 10250PhtrppParkway :=SE .CHARiFORFRAMESIZFSFIF <br /> Z':m o l <br /> �i <br /> StreetsbotoXh o44241 <br /> AD <br /> a j <br /> BAR}CELONA = _ LL o <br /> �. .. . M�ai�el-�tDSL30" .• � <br /> SL11D1NG WINDOW <br /> "NON-IMPACT Wz <br /> X V z <br /> S m <br /> �. <br /> EW,i <br /> GENERAL NOTES :-..` C i? <br /> 21 1. This product hasbeen evaluated and is in compliance with the 6th Edition(2017)Florida <br /> o' Building <br /> (HVHZ) Code(FBC)shucfural requitements excluding the"High Velocity Hunicarle Zone" i m <br /> . j <br /> f <br /> 77 <br /> IN <br /> s 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedmeht <br /> to base material shall be beyond wall dressing or stucco.. v F 1 <br /> 3.''.When used In areas requiring wind bome debris protection,this product is required to be '__ o <br /> s_protected with an impactiresistant covering that complies with FBC Sections 1609.1.2& ` ' <br /> R301`2.1.2. <br /> � .+ I - -at, .... �•r.e..:,. - -..,_ .. ?ti - .„ .::i.:;.,aS:.:.!)3"'•'Z f.A:..: '.r mil:''-' — r, `0.—� <br /> 4. For 2x'stud framing construction,anchoring of these units shall be the some as that showntn <br /> for2x:buck masonry construction. • <br /> 5. Site!conditions that deviate from the details of this drawing require further f �'w z <br /> s engineering analysis by a licensed engineer or registered;architect. N Q <br /> -TA81XOFC6N1ENTS-:.'_.. 7 :,.:,:<;.; i <br /> .:`A S -�DEVGN'PRESSURE' S � � z � <br /> SHEEN DESCRIPTION GLASS; .0„ <br /> 1 Typical elevations,design pressures and general notes <br /> DIMFNTION ;r``DIMEtVSIQN:;:.L, <`POSRIVE;.,:NEGATIVE'= c <br /> 2 Horizontal cross sections <br /> a 3 Vertical cross sections 73.0"X 63.0" 31.437"x 54.37S" Gt +40.0 -40.0 <br /> e 4 Buck and frame anchoring cHw •_: LFg <br /> i gt/�W4W`NO.: <br /> 5.6_ Biflofmote a Com anents glazing deta7 63.W X 44.0" 26.437"x 35.375" Gl +55.0 <br /> _ --_--_--- <br /> SHW <br />