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Lite <br /> SEE <br /> `�`'0`Nk <br /> 'Y ''T ck s S ECHASR <br /> Ir-r irrg quality to light. F IZES rrarri"t �z ofl imA <br /> o <br /> a M x <br /> 10250 Philipp Parkway a x d <br /> Sfreetsboro,Ohio 44241 `" a ?m o a <br /> m <br /> Q gz a a aa.. <br /> _____ � r•� � �� m d a ra <br /> "5300 DH53" ( 5305� °z <br /> DOUBLE HUNG WINDOW X � � <br /> "IM PAGT' <br /> � z oz <br /> o <br /> Gr w <br /> GENERAL NOTES = <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017) <br /> Florida Building Code(FBC)structural requirements excluding the"High Velocity <br /> Hurricane Zone"(HVHZ). a a <br /> a <br /> 2. Product anchors shall be as listed and spaced as Shawn on details.Anchor - <br /> - —y---- embedment to7bose7material sholtbe beyondwoll dressing or"stucco.— �� <br /> U U <br /> t n <br /> n3. When used in areas requiring wind bome debris protection this product complies ti <br /> with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant <br /> covering.This product meets missile tevel"C"and excludes Wind Zones 3&4 as <br /> 3 defined in ASTM El996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. �w o <br /> a V) <br /> a w� <br /> 4. For 2x stud framing construction,anchoring of these units shall be the some as that <br /> 00 <br /> shown for 2x buck masonry construction. <br /> N 5. Site conditions that deviate from the details of this drawing require further Z) <br /> engineering analysis by a licensed engineer or registered architect. ' <br /> ^�w � <br /> TAM OF CONTENTS <br /> NtAX DE5IGNFki55URE_(?SFJ:" z <br /> a SHEET# DESCtttP110N Ml7F':i`;- :;GLASS:::i ::> . n - z o° <br /> a 1 Typical elevations,design pressuros and general notes 'FRAME * <br /> TYPE: POSfTtt!E .:'NE6ATIYEI.' 'Are t0 12/t3 ? <br /> � 2 Horizontal cross sections ;::::pIMENSION.; :,'DIMENSLONr.' <br /> 3 Vedicat cross sections _ u <br /> scut N.T.S. � <br /> 4 Buck and€come anchoring -- 52.0"X 720 43.771'x 32dtb" G1 +50.0 -50.0 M.of.. JK � <br /> € 5 Bill of materials,components and giming details <br /> swc sr. LFS <br /> DRAWING NO, � <br /> m <br /> FL-15780.5 a <br /> sa�r 1 or 5 n <br /> *5 <br />