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In <br /> plastpro <br /> 5200 W. CENTURY BLVD. <br /> LOS ANGELES, CA 90045 '�j'•• 'yy.' oa <br /> Smooth / Wood Grain/ White Wood Grain P a1111%, �\ nz <br /> m <br /> Rustic/Mahogany `� z ° <br /> p <br /> 6m m <br /> Series N Fiberglass Door N 9 o r IL <br /> I I5,0'MAX,OVERALL FRAME WIDTH m a a♦° <br /> INSWING/ourswiNG <br /> E oz <br /> _ _ — _ — -------- -- -- ---- 3T23"Tvf _37:50 TvTAA OVERAl-- -- -- o=�0 —_GENERAL NOTESFRAMEWIDTH I1 FRAME WIDTH <br /> r-1.6Y <br /> 1. This product has been evaluated and is In compliance with the 61h Edition(2017(Florida Building <br /> Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). fit z <br /> 0 <br /> 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base F-01 0 z o z <br /> material shall be beyond wall dressing or stucco, r ¢Ei <br /> Z J J <br /> 3. When used In the"HVHZ"ihls product Is required to be protected with an Impact resistant covering �� w <br /> o that compiles with Section 1626 of the FBC, 0 �l <br /> 4, When used In areas requiring wind bome debris protection,this product is required to be protected <br /> s with an Impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2, m m o Q &I a <br /> 5: For2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry w O <br /> _q O �}m construction. <br /> e <br /> w 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a <br /> licensed engineer or registered architect, o <br /> 6 7. Outswing configurations meet water infiltration requirements for"HVHT'. <br /> z a0 z <br /> p 8. Inswing configurations do not meet the water Infiltration requirements for the"HVHT'.Inswing units shall 8 _o <br /> be Installed only in non-habitable areas or at habitable locations protected by an overhang or re <br /> canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. <br /> 6 <br /> —-a TABLE.OF-CONTENTS <br /> SHEET# DESCRIPTION <br /> 1 Typical elevations,design pressures&general notes <br /> 2 Door panel details <br /> 3 Sidelife panel details and glazing detail ~ <br /> o iy¢ <br /> 4 Elevations N z n <br /> z <br /> 5 Horizontal&Vertical Cross Sections(2X Buck <br /> Z <br /> 6 Hori DATE:02120112 <br /> zontal&Vertical Cross }> O,VERALL'= `:: ` ; yeRA'kt '; ` :: =.`> DGSIGNPRESSURi:`PSE : SCALE: N.rs ° <br /> 7 Horizontal&Vertical Cross Sections Direct to Mason .r.:-.:i>.; :_:c -., . <br /> rY) ;- <br /> F►fAME.. :.: -D.L:Q;,74' _ ;:GLASS �:-" JI< m <br /> s 8 Vertical Cross Sections hreshoids TYPE:, DWG.er, <br /> R ;DI-MEh(SO(V,;"_ ; pIl11EISfON. } POSITt,V.,E:= `NEGAI1lNE <br /> s 9 Horizontal&Vertical Cross Sections(Direct to Masonry) - DHx•er: LFS a <br /> 1,919 <br /> 0 Buck and frame anchoring 115.00"X 81..63" 20.50"X 62.75" Gl +50.0 -50.0 DaAvnwc NO.: a <br /> S FL-15220.8 <br /> 11 Bill of materials&components <br /> SHEET 1 OF 11 tv <br /> O <br /> d <br />