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IHERMAITRU <br />THERMA TRU DOORS <br />1 1 8 INDUSTRIAL DR., EDGERTON, OH 4351 7 <br />TEL. (41 9)298-1 740 <br />"SMOOTH STAR" "FIBER CLASSIC".. <br />"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" <br />GLAZED FIBERGLASS DOOR <br />INSWING / OUTS WING <br />'IMPACT" <br />GENERAL NOTES <br />1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) <br />structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). <br />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. <br />3. When used in areas outside of the "HVHT'requiring wind borne debris protection this product <br />complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. <br />This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. <br />4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x <br />buck masonry construction. <br />5. Site conditions that deviate from the details of this drawing require further engineering analysis by a <br />licensed engineer or registered architect. <br />TABLE OF CONTENTS <br />SHEET # <br />DESCRIPTION <br />1 <br />Typical elevations, design pressures & general notes <br />2 <br />Door panel construction details & glazing detail "Smooth Star' <br />3 <br />Door panel construction details & glazing detail "Fiber Classic" <br />4 <br />Door panel construction details & glazing detail "Classic Craft & Classic Craft Rustic" <br />5 <br />Horizontal cross sections <br />6 <br />Vertical cross sections <br />7 <br />Buck and frame anchoring - 2X buck masonry construction <br />8 <br />Frame anchoring - 1 X buck masonry construction <br />9 <br />Bill of Materials & Components <br />V MIN. FROM 1" MIN. FROM <br />MASONRY EDGE MASONRY EDGE — <br />(TYP.) (TYP.) <br />L <br />0 <br />'u <br />1 VERTICAL CROSS SECTION <br />6 Inswing configuration <br />50 60 <br />40 32 1 <br />z a 33 <br />�C <br />CN <br />D D e D p <br />D p e D <br />e p D <br />D N D <br />2-1/2" MIN. FROM 2-1/2" MIN. FROM <br />• • MASONRY EDGE MASONRY EDGE -- <br />(TYP.) (TYP.) <br />3 VERTICAL CROSS SECTION <br />6 Inswing configuration <br />FRAME WIDTH <br />36.W' MAX. <br />PANEL WIDTH <br />i <br />/ <br />�_ <br />_0 <br />ut w <br />at Z <br />Q <br />oIL <br />X <br />O <br />i <br />N <br />00 <br />"SMOOTH STAR", "FIBER CLASSIC" <br />"CLASSIC CRAFT' & "CLASSIC CRAFT RUSTIC" <br />ING <br />INSWING <br />37.75" x 82.0W <br />21.00" x 63.25" <br />+47,0 <br />-53,0 <br />OUTSWING <br />37.75" x 80.62" <br />21.00" x 63.25" <br />+50,0 <br />-50.0 <br />2-1/2" MIN. FROM 2-1/2" MIN. FROM <br />MASONRY EDGE MASONRY EDGE <br />(TYP.) (TYP.) <br />INTERIOR <br />2 VERTICAL CROSS SECTION <br />6 Shown w/1 X sub -buck substituting <br />concrete screws for wood screws per <br />Section 1714.5.4.2 of the FBC <br />EXTERIOR INTERIOR <br />50 60 <br />z 18 <br />40 <br />E E <br />�- W <br />D <br />p o pD e <br />p D e e e <br />D e p D <br />e e D D p <br />D p <br />D e <br />2-1/2" MIN. FROM 2-1/2" MIN. FROM <br />MASONRY EDGE MASONRY EDGE — — <br />(TYP.) (TYP.) <br />4 VERTICAL CROSS SECTION <br />6 Outswing configuration <br />Z <br />— W <br />F <br />O <br />Off � <br />Z'� 1 <br />V tn <br />r, M CM <br />-J Of W <br />W <br />6 <br />O <br />F <br />z 0 oz <br />z <br />u of <br />F = O C <br />W <br />-' a t0 w +. <br />M >�? 0 o <br />ti <br />m o 0 <br />o in <br />m U N a <br />(= z o <br />y z C <br />m <br />0 o -0 <br />3 <br />0. 6 o 0 <br />_ <br />aM (I a- M <br />v <br />a <br />o <br />y � <br />0 <br />3 <br />Et <br />�. U <br />u <br />0 <br />0 <br />�o <br />Z <br />� <br />W <br />oQ <br />D: <br />O Z <br />Lq <br />q(CD <br />J <br />1 <br />w <br />WW <br />�N <br />W <br />QLO <br />VCk- <br />ow <br />o <br />a <br />O <br />a <br />CL <br />�11 <br />DATE: 4117108 <br />SCALE: N. T. S. <br />DWG. BY: AL <br />CHK. BY: WWH <br />DRAWING NO.: <br />FL-7347.1 <br />SHEET 1 OF 9 <br />e <br />0 <br />3 <br />u� <br />M <br />mM u00i <br />c <br />U M <br />z <br />toC\Z 7t <br />vi L �_ <br />W <br />6 O <br />0 °i <br />o z z <br />c vO/i <br />o Li <br />N > M <br />0 ., <br />0 <br />z M <br />0 C o <br />m U N •• <br />6 L <br />-0 Z x0 z <br />O <br />e �mi' <br />�w 3 <br />a. JCi o <br />oU - <br />aMaLamo <br />E <br />L <br />t� U <br />3 <br />O <br />0 <br />a <br />o: <br />0 <br />0 <br />o <br />N <br />� <br />O <br />C � <br />V W <br />I O <br />w <br />5 <br />1= V)M <br />M <br />W <br />o` <br />LAJ <br />Wm <br />d <br />U <br />U <br />0: <br />O <br />Q. <br />DATE: 4/ 17 08 <br />SCALE N.T.S. <br />DWG. BY: AL <br />CHK. BY: WWH <br />DRAWING NO.: <br />FL— 7347.1 <br />SHEET 6 OF 9 <br />D ° <br />° D <br />17 <br />° <br />w <br />00 <br />U_ >- <br />:z Z <br />C O — D <br />D <br />° <br />D <br />D° <br />w'n <br />V D <br />D <br />O W p ° <br />U_>� <br />Z z D <br />0— <br />V) o <br />Q ° <br />D <br />1-1/4" MIN. <br />EMB. (TYP.) <br />1 HORIZONTAL CROSS SECTION <br />§ Inswing configuration <br />MASONRY <br />OPENING <br />2X BUC <br />BUCK ANCHORING <br />NOTES: <br />INTERIOR <br />EXTERIOR <br />4„ <br />LIVID. 11 Ir.) <br />HORIZONTAL CROSS SECTION <br />Shown w/1 X sub -buck substituting <br />concrete screws for wood screws per <br />Section 1714.5.4.2 of the FBC <br />HINGE JAMB <br />N <br />W W <br />to z Z <br />C14_ <br />bLO <br />Inswing configuration <br />MASONRY <br />OPENING <br />FRAME <br />ne <br />LU <br />2X BUCK Lo U <br />F SEE NOTE 2 2 0 <br />a 1 SEE NOTE 2 <br />v <br />Q ° 1 <br />< v <br />a v a V <br />o ' p <br />114" Elco Concrete screws anchoring 2x buck require a minimum 1" clearance to masonry edges, a 1-1/4" minimum embedment and a <br />minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different <br />edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum <br />edge distance to mortar joints. If Concrete screw locations noted as 'MAX. ON CENTER" must be adjusted to maintain the minimum <br />edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not <br />exceeded. <br />2. 114" ITW concrete screws anchoring frame and/or sill require a minimum 2-112" clearance to masonry edges, a V 114" minimum <br />embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier <br />may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to <br />maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as 'MAX. ON CENTER" must be adjusted to <br />maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center <br />dimension is not exceeded. <br />FRAME ANCHORING <br />Masonry 2X buck construction <br />HINGE DETAIL <br />mM <br />N <br />M <br />Z M <br />0 <br />r,c <br />\ <br />W <br />N <br />0rn <br />oz <br />z <br />C <br />O C <br />0 <br />W <br />.~,J tp <br />:P <br />0. <br />ZO M ao <br />O C <br />io <br />m UN•• <br />ny <br />`0 <br />Z p z <br />O Q <br />0 <br />`o <br />V. <br />3 <br />c,0 <br />aJp00 <br />- <br />aM (L (L <br />M <br />o0 <br />v <br />C <br />0 <br />o ^, <br />`o 0 <br />0 <br />0 <br />0 <br />�N <br />JO <br />Lil <br />J <br />OO(n <br />r <br />o0 <br />o: <br />LU <br />Q <br />U <br />U <br />0 <br />0 <br />� o <br />a <br />� <br />w'^ <br />a V <br />O <br />Uf <br />zz� <br />O <br />w <br />o <br />Q <br />Z <br />D <br />v a <br />Q <br />DATE: 4117108 <br />SCALE: N.T.S. <br />\ <br />/j <br />DWG. BY: AL <br />CHK. BY: WWH <br />1-1/4"MIN. <br />EMB. (TYP.) <br />DRAWING NO.: <br />FL-7347.1 <br />SHEET 5 OF 9 <br />STRIKE JAMB <br />LATCH & DEADBOLT DETAIL <br />k <br />ko <br />O <br />Z M <br />5 m <br />r. <br />1i � W <br />, uIti <br />0oz <br />tt <br />�1'z <br />rN 0C <br />w <br />> M a o <br />0 <br />En <br />z M <br />O-C"• <br />UN 0. 0 <br />r <br />z 00 Z O <br />e 9m��i; <br />`0 <br />3 <br />a Cj o <br />_ <br />M L. m0 <br />M- <br />a. d (u <br />�° <br />n .0 0 <br />E LL U <br />N Z <br />O <br />O <br />O <br />Z <br />C-)� <br />o=) <br />� <br />I <br />QOU <br />J <br />UJi <br />2mw <br />Lu <br />pQ� <br />LLQ <br />� <br />z� <br />U <br />O <br />QY <br />O <br />0 <br />a <br />n <br />r <br />� <br />' a <br />o <br />u <br />LL <br />C, <br />Q <br />Z <br />( � <br />: 4 17 08 <br />a <br />E N.T.S. <br />BY: AL <br />i C <br />BY: WWH <br />a <br />ZING NO.: <br />LL <br />FL-7347.1 <br />i a <br />c a <br />T 7 OF 9 <br />— <br />C <br />LL, <br />O <br />•U) <br />(D <br />•> <br />0 <br />C <br />0 <br />W <br />N <br />Ln <br />UCM <br />M <br />Q <br />O <br />> <br />_O <br />cn <br />O <br />>1 <br />_ <br />W <br />N <br />Q <br />C <br />U <br />j <br />w <br />� <br />.o <br />V / <br />< <br />E <br />O <br />._ <br />,� <br />U <br />L <br />CL <br />N <br />Cn <br />006 <br />ch <br />� <br />U <br />a) <br />O <br />v , <br />n� <br />ISSUE DATE: 05/06/10 <br />JOB CAPTAIN: JMG <br />SCALE: AS NOTED <br />CHECKED BY: JMG/PF <br />PROJECT NUMBER: 0737 <br />PRODUCT <br />APPROVAL SHEET 02 <br />