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TL <br />plas pro <br />5200 W CENTURY BLVD. <br />LOS ANGELES, CA 90045 <br />Smooth / Wood Grain / White Wood Grain <br />Rustic / Mahogany <br />Sedes IV Fiberglass Door <br />INSWING / OUTSWING <br />,,impAcr, <br />GENERALNOTES <br />1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural <br />requirements including the "High Velocity Hurricane Zone�'(HVHZ). <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. <br />3. When used in the'HVHZ' this product complies With section 1626 of the Florida Building Code and does not <br />require an impact resistant covering. <br />4. When used in areas outside of the "HVHZ` requiiing wind boine debris protection this product complies with <br />Section 1609.1.2 of the 2010 FBC and does not require an impact resistant coveOng. This product meets <br />rNissile, level "U'and includes Wind Zone 4 cis defined In ASTM El 996 and Section 1609.1 .2.4 of the FBC. <br />5. For 2x stud framing construction; anchoring of these units shall be the same n5 that shown for 2x buck <br />masonry construction. <br />6. Site conditions thal deviate from the details of this drawing require further engineering analysis by a <br />licensed engineer or registered architect. <br />7. Outswing configurations meet water infiltration requirements for "HVHZ'. <br />8. InswIng configufations do not meet thewnter Infiltration requiremems for If)$ "HVHZ". Inswing uniffs shall be <br />installed only in non habitable areas or at habitable locations protected by an o"'erhang or canopy such <br />that the angle between the edge of canopy or overhang to sill is less than 45 degrees. <br />TABLEOFCONTENTS <br />SHEET # <br />DESCRIPTION <br />I <br />Typi�ol elevallen, desion PL�ss2res, & general notes <br />2 <br />Dooi ponel deloilis <br />3 <br />-Horkontal cross sections <br />4 <br />Vertical cross sections <br />5 <br />Buck and frame one oring -2X buck masonry construction <br />6 <br />Frame anchodng - I X buck masonry construction <br />�aLfnaLe kiis & components <br />17,ffMAX, OVERALL <br />FRAME WIDIH <br />z <br />E) <br />0 <br />z B <br />E <br />5157 <br />Q,o <br />du <br />rn.i <br />ALE; A-F-S, <br />10. BY., JK <br />K- BY. 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(TYP.) <br />z <br />2DM21 (�C) A <br />ro <br />z. WE- <br />8 7 <br />INTERIOR <br />E <br />re 2 t <br />3 a 3 <br />3 <br />3 <br />0�r <br />10 <br />EXTERIOR <br /><1 <br />HO <br />r3 <br />Shown wjIX sub -buck o <br />RIZOA <br />EMB. (TYP.) EM9. W.) <br />4) (�4 <br />C C B <br />C-SINC C-SINK <br />(TYP-) (TYP-) <br />----------- <br />*2 DI v) <br />z <br />2 <br />V) <br />7 8 <br />INTERIOR INTERIOR 40 <br />4 <br />...... ... <br />02121112 <br />UD EXTERIOR EXTERIOR D scALL N.T.S. <br />M DWG. ff* jK <br />HORIZONTAL CROSS SECTION -- z9 CHK. EM <br />2 HORIZOUTA DPAWM NO�: <br />FL— 15180.11 <br />�3 Og�lwi (2 <br />shown - inswing <br />a raved n - inswing <br />=a grotowd <br />IsFm oF—L <br />—Q <br />(Dc- <br />EXTERIOR INTERIOF <br />VERTICAL CROSS SECTION <br />- ircyAng <br />I EXTERIOR <br />INTERIOR <br />3 VERTICAL CROSS SECTION <br />�� OL#smnng configuration <br />WERKAR <br />INTERIOR <br />EXTERIOR INTERIOR <br />2--\ VERTICAL cons-t -qrrnnu <br />r4 `� VEK17CAL CROSS SEC770M <br />Inswing configwation <br />lee enerd notes, sheet I <br />to, qVHZ_ water infiltration <br />requIrements <br />E <br />z 19 <br />E <br />-Z 0 <br />Rt2 �� �2 <br />p. � " &I <br />C� 1% i.5 <br />2 <br />z 11 <br />02121112 <br />N.T.S. <br />JK <br />K. 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