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plastpro <br /> M. <br /> \• g' •• Z <br /> 5200 W. CENTURY BLVD. <br /> LOS ANGELES, CA 90045 <br /> Smooth / Wood Grain / White Wood Grain _1111zrrrrr Pry`i�� Ell 0 <br /> U N.. <br /> Rustic/Mahogany 9 a z <br /> Series N Fiberglass.Door $ 5 d OIL <br /> , <br /> 115.00"MAX.OVERALL FRAME WIDTH ° m d A.t' <br /> INSWING/OUTS WING o <br /> E oz <br /> g ------- -- - T'--—----------- --—---373 -__ 73D AIAX OVERT - --- - — --— <br /> GENERAL NOTES FRAME WIDTH I I FRAME WIDTH <br /> 1,60 1n <br /> 1. This product has been evaluated and is In compliance with the 6th Edition(20171 Florida Building 1;o <br /> Code (FBC)structural requirements including the"High Velocity Hurricane.Zone"(HVHZ). o <br /> 0 <br /> 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base <br /> material shall be beyond wall dressing or stucco, o o, a } ¢ <br /> z z m <br /> 3. When used In the"HVHZ"lists product Is required to be protected with an Impact resistant covering 3 w <br /> n that complies with Section 1626 of the FBC. 4_m 3 <br /> s 4. When used in areas requiring vdnd bome debris protection,this product is required to be protected 5 o <br /> s wilh on Impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2, m 0 0 Q:I a <br /> 0 S. For 2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry w w O a a <br /> construction. J Lr <br /> .8 6. Site conditlons that deviate from the details of this droving require further engineering analysis by a <br /> a licensed engineer or registered architect. 11° <br /> �^ <br /> Z 7. OutswingconfigurationsmeetwaterInfiltrationrequirements4or"HVHZ". _e rN <br /> z <br /> 8. Inswing configurations do not meet the water Infiltration requirements for the"HVHZ'.Inswing units shall 6 o <br /> be Installed only in non-habitable areas or at habitable locations protected by an overhang or <br /> canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees: <br /> oR <br /> TABLE:OF_CONTENTS <br /> SHEEN DESCRIPTION >> i <br /> a 1 Typical elevations,design pressures&general notes <br /> 2 Door panel details o a <br /> 3 Sidelite panel details and glazing detail m µ <br /> 4 Elevations N z ° <br /> 5 Horizontal&Vertical Cross Sections(2X Buck) ° <br /> z _ _ DATE;02120112 z <br /> Q <br /> G Horizontal&Vertical Cross Sections 1X Buck ;."QVERAit- ; ;r'QY�liAkl'',.. - DESIGN°PRr$SURE:RSFj s�rE: N.T.S. <br /> 4 <br /> 7 Horizontal&Vertical Cross Sections Direct to Mason G)A'SS _ l._ <br /> TYP.,E; DwD, I JK m <br /> ( Masonry) " :FRAME`.:..:'.: . ' O . .iA :.:: . s <br /> s 8 Vertical Cross Sections Thresholds DIMENSION, _ ' fOSiTIVt' `- hIEGATIVE': c K,Dr; LFS # <br /> (Thresholds) DIMENSION <br /> 9 Horizontal&Vertical Cross Sections Direct to Masonry) ' <br /> 500" DMWINC NO.: � <br /> 10 Buck and frame anchofing 11 . X 81.63" 20.50"X 62.75" Gl 150.0 -50.0 FL-15220.8 <br /> 11 Bill of materials&components ° <br /> SHEET 1 OF 11 N <br /> D - <br /> t <br />