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%%%%% <br /> plastpro <br /> � . <br /> �..5200 W. CENTURY BLVD. - > Zo <br /> LOS ANGELES, CA 90045 `•... .• ' �`� <br /> F37S MAX.OA N>-z <br /> FRAME WIDTH � �i�� �c ���� z oN m <br /> rrrrrl 111�� $ •:'� <br /> v z o <br /> nZO W <br /> 9mCz� <br /> Smooth/ Wood Grain /White Wood Grain a 21 p�0 t <br /> Rustic/Mahogany � m 4 a <br /> cq Series Fiberglass Door 9= <br /> INSWING/OUTSWING s a <br /> 'IMPACT" Z Z A <br /> m z 00 o wow <br /> rs � zo zw <br /> (� o� �w <br /> � J ¢C7 <br /> GENERAL NOTES - <br /> ^ <br /> 1. This product has been evaluated and is in compliance with the 7th Edition o o of <br /> n (2D20)Florida Building Code(FBC)structural requirements excluding the"High X c 1]2 a <br /> Velocity Hurricane Zone"(HVHZ) I g a o <br /> 2. Product anchors shall be as fisted and spaced as shown on details.Anchor m o m <br /> a0 <br /> embedment to base material shag be beyond wall dressing or stucco. <br /> IEJE <br /> 3. When used in areas requiring wind bome debris protection this product R <br /> complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an R NEn <br /> N <br /> M impact resistant covering.This product meets missile.level"D"and includes Wind z <br /> Zone 4 as defined in ASTM E1996 and.FBC Sections 1609.1.2.2&R3012.1.21. <br /> 4. For 2x stud framing construction,anchoring of these units shall be the some as <br /> b that shown for 2x buck masonry construction. o o <br /> a o00 <br /> 5. Site conditions that deviate from the details of this drawing require further <br /> engineering analysis by a licensed engineernr registered architect. ° <br /> O IV^H Q F <br /> TABLE OF CONfEtO z <br /> SHEETS DFSCRIPflON = -_ _-_ _-_ ___ _. _ .._ .-- .- -- "'"'-z a° <br /> DES/GN PRESSURE. _S ° <br /> a 1 Typical elevation,design pressures.&general notes .__. — - DATE 02/16/12 z <br /> ,.SWING ==; _-___=:FRAiItE"n `'. -_:�:----------- <br /> Door - <br /> 2 panel detals =_--_ __= -' _ - ° <br /> 3 Hor¢ontalarosssections _ _= _ _=__ = -bENSION P03R1YE'?:NEGA7i1!E_ � N.T.S. d <br /> - M.er. JK m <br /> 4 Vertical cross sectioru INSWING 37.5'x 82.0" +65.0 -70.0 a,K er: LFS 3 <br /> a 5 Buck and frame anchoring-2X,buck masonry construction <br /> O(L1N7NC NO.: R <br /> g 6 Frame anchoring-IX buck masonry corction OUTSWING 37.5"x80.37" +65.0 -65.0 FL-15213.1 n <br /> utru <br /> 7 Bill of materials&components <br /> sNccr 1 of 7 <br /> u <br /> a <br />