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Newsouth <br /> `,,```��sssUi�rrrrtr iq��rrf - <br /> IJ• 3 T i'�'': h <br /> lNI�lQQ1Nso�uTIon�s z0 <br /> j; <br /> �.�'c....� MAX.OVERALL��.._._.... r+,.��•....... <br /> •�•:.';�K_ ' FRAME WIDTHrlljrrlt N <br /> 4901 O'al; all Blpa.FL 33610 -� '' ^ Z n 'z <br /> M IL <br /> DuraGard <br /> az <br /> Double Hung Window ; X � �z <br /> . 'WON-impAcr 2, <br /> p i - S <br /> GENERAL NOTES q o a� <br /> 0 1. This product has been evaluated and is in compliance with the 6th Edition 12017)Florida <br /> 1 Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zane' <br /> (HVHZ). <br /> s � / <br /> 2. 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. f ^ <br /> 3. When used in areas requiring wind bome debris protection this product is required to be R <br /> protected with an impact resistant covering that complies with FBC Sections 1609.1.2& I o <br /> in <br /> R3D1.2.1.2. <br /> 4. For 2x stud framing construction,anchoring of these units shall be the some as that { <br /> a, <br /> shown for 2x buck masonry construction. lle <br /> 5. Site conditions that deviate from the details of this drawing require furfher engineering ' z <br /> analysis by a licensed engineer or registered architect. =w <br /> 0 4 <br /> TABLE OF CONTENTS151 m <br /> SHEEN DESCRIPTION <br /> l Typical elevations,design pressures&general notes w� 6 7 1 S <br /> htAlC:,'2;;;_.::...' MAX..;.:,_:`;....:;.':•`: :-:DMGNFREWRE,..:: <br /> 2 Vertical&horizontal cross sections -JRME.:' D tp GTASSE ' n.7:5. ` j <br /> 3 Vertical&har¢ontai cross sections pIMENSiDN:.' ;;DJMENSlgIJ'. :TYPE Mr. By, JK ' a <br /> 4 Buck&frame anchoring HEO.. ewc.elf.,LFS <br /> 5 Components 54.E'X7S.O' 4T.87'X33b7" Gt +35.0 -35.0 naawurc xo< <br /> 6 Bill o materials and glaring details FL--,IS 37B.2 <br /> � o <br /> svccr 1 cr 6 <br />