HomeMy WebLinkAboutTherma Tru Glazed OXOTHERMA111RU 0
THERMA TRU DOORS
1 1 8 INDUSTRIAL DR., EDGERTON, ❑H 4351 7
"SMOOTH STAR"; "FIBER CLASSIC';
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC"
GENERAL NOTES
GLAZED FIBERGLASS DOOR
OUTSWING
"IMPACT"
1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code
(FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material
shall be beyond wall dressing or stucco.
3. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with
Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile
level "Y and includes Wind Zone 4 as defined in ASTM E 1996 and Secion 1609.1.2.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck
masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
113.25" MAX. OVERALL
FRAME WIDTH
37.75" MAX.
FRAME WIDTH
36.00" MAX.
PANEL WIDTH
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Smooth Star door panel & glazing details
3
Smooth Star sidelite panel & glazing details
4
Fiber Classic door panel & glazing details
5
Fiber Classic sidelite panel & glazing details
6
Classic Craft/Classic Craft Rustic door panel & glazing details
7
Classic Craft/Classic Craft Rustic sidelite panel & glazing details
8
Horizontal cross sections
9
Vertical cross sections
10
Vertical cross sections
11
Buck anchoring
12
Frame anchoring - 2X buck masonry construction
13
Frame anchoring - 1 X buck masonry construction
14
Bill of Materials & Components
113.25" MAX. OVERALL
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SHEET 10 OF 14
MASONRY
OPENING
RIMM
411------1 1---
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
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DATE: 4/17108
SCALE: N. T. S.
DWG. BY: AL
CHK. BY: LFS
DRAWING NO.:
FL -7347.3
SHEET 11 OF 14
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2X BUCK
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FRAME ANCHORING
Masonry 2X buck construction
CONCRETE ANCHOR NOTES:
I . Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
- - ------------------ - -- -----------
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WOOD SCREW INSTALLATION NOTES:
Maintain a minimum 518 edge distance, I " end distance, & I " o.c. spacing of
wood screws to prevent the splitting of wood.
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SCALE: N.T.S.
DWG. BY: AL
CHK. BY: LFS
DRAWING NO.:
FL -7347.3
SHEET 12 OF, 14
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SCALE: N.T.S.
DWG. BY: AL
CHK. BY: LFS
DRAWING NO.:
FL -7347.3
SHEET 12 OF, 14
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HINGE JAMB FRAME ANCHORING
Masonry I X buck construction
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTERIV must be adjusted to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
T-TOOD SCRE"STALLATICIA NOTES:
1. Maintain a minimum 518" edge distance, I " end distance, & I " o.c. spacing of
wood screws to prevent the splitting of wood.
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DATE: 4117108
SCALE: N.T.S.
DWG. BY: AL
CHK. BY: LFS
DRAWING NO.:
FL -7347.3
SHEET 13 OF 14
X)
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DATE: 4117108
SCALE: N.T.S.
DWG. BY: AL
CHK. BY: LFS
DRAWING NO.:
FL -7347.3
SHEET 13 OF 14
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