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REVIEW DATE AUG 1 -019 <br /> CODES FLORIDA BUILDING CODE �+ ............... <br /> p I a s t p r® PLAN EXAMINEAtL WORK SHAtt COMPLY WITH PREVAILING CITY OF R � . ..�•,. <br /> NATIONAL ELECTRIC CODE, 37.50 MAX.OVERALL <br /> 5200 W. CENTURY BLVD. AND THE CITY OF ZEPHYRHILLS FRAME WIDTH <br /> LOS ANGELES, CA 90045 ORDINANCES � I �? z° rc'JO' <br /> Zd o m <br /> Smooth / Wood Grain / White Wood Grain .. .. i...... <br /> Rustic /Mahogany q auto+m $ Z <br /> 2 0 Z <br /> d � v (•J x 2'1 <br /> Q Series N Fiberglass Door o v Emlo <br /> INSWING/OUTSWING D M a 0.rid <br /> 20 <br /> "NON-IMPACT" :;LZ E oZ <br /> GENERAL NOTES — O j d <br /> 1. This product has been evaluated and is In compliance with the 61h Edition(2017)Florida Building Code ra o <br /> (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). w = x w z <br /> o U <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material <br /> shall be beyond wall dressing or stucco. Oo <br /> U o:2 m R G <br /> 3. When used In the"HVHZ"this product is required to be protected with an impact resistant covering that <br /> b complies with Section 1626 of the FBC. <br /> 4. When used In areas outside of the"HVHT'requiring wind bome debris protection,this product is required <br /> to be protected with an impact resistant covering that complies with FBC,Sections 1609.1.2&R301.2.1.2, w j a <br /> 8 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry <br /> construction. >>In <br /> e <br /> s S. Site conditions that deviate from the details of this drawing require further engineering analysis by a <br /> g licensed engineer or registered architect. fa fn <br /> Er <br /> z 7. Oulswing configurations meet Water Infiltration requirements for"HVI-It. N N <br /> 9. Inswing configurations do not meet the water infiltration requirements for the"HVHT'.Inswing units shall y 6 0 <br /> be installed only In non-habltable 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 /> ' �12 <br /> ——a TABLE-OF-CONTENTS---- <br /> SHEEN DESCRIPTION <br /> s i Typical elevations,design pressures&general notes <br /> 40'. <br /> 2 Door panel details and glazing detail V.3 Horizontal&Vertical Cross Sections(2X Buck) <br /> 4 Horizontal&Vertical Cross.Sections(1X Buck) Z <br /> 5 Horizontal&Vertical Cross Sections Direct to Masonry ,d;VERAIL, :1. :: r Q;VERA:LL :i: ?.;,. )SIGN PRESSURE:(PSF). oniIE:02116112 ° <br /> : <br /> 6 Vertical Cross Sections(Thresholds) FR�ML D O TypE ScarE: <br /> 7 Horizontal&Vertical Cross Sections(Direct to Masonry) b1MENS10N, ,DIMENSIbN . POSITIVE NEGATIVE ; <br /> ;. <br /> oxc.er: JK m <br /> 8 Buck and Frame Anchoring 37.5"X 81.6V' 20.50"X 62.75" G1 +50.0 -50.0 OHK•BY.. LFS 3 <br /> 9 Bill of Materials&Components F9V111M No.: <br /> FL-15220.1 `= <br /> 'a a <br /> M SHEET t OF S N <br />