HomeMy WebLinkAboutPRODUCT EVALUATION - SWINGING EXTERIOR DOOR - 1-29-15R R W Building Consultants, Inc..
D Consulting and Engineering Services for the Building Industry
D C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813Aiu noo ap 1
Product
Category
Sub Category
Manufacturer
Product Name
Therma Tru Corporation
"Smooth Star", "Fiber Classic" SGA
Exterior
Swinging
Exterior Door
118 Industrial Drive
"Classic Craft" & "Classic Craft Rustic" By
Doors
Assemblies
Edgerton, OH 43517
Glazed Fiberglass Door
�� Luce
Phone 419.298.1740
Inswing I Outswing "Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.-E. for Therma Tru
Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of
Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
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 requiring wind bome 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 "D" and includes Wind Zone 4 as defined in ASTM E1996 and
Section) 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 col ditions that deviate from the details of drawing FL-7640.4 require further engineering analysis by a licensed engineer or
registered architect.
6. See dr (wing FL-7640.4 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard
TEL 0610718-1 ANSI/AAMAINWWDA 101/I.S.2/A440-05
ASTM E1996/1886-02
TEL 01460274 ASTM E330-02
ASTM E1886-02/1996-02
2. Miami Dade NOA Materials Testing
14-0423.16 Saflex Interlayer (Eastman Chemical Company)
Testing Laboratory Siqned by
Testing Evaluation Lab.,inc. Wendell W. Haney, P.E.
Testing Evaluation Lab.,lnc. V. K. Wright
3. Drawing No. Prepared by Signed & Sealed by
No. FL -I 640.4 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
4. Calculations Prepared by Sinned & Sealed by
Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
5. Quality! Assurance s; ?M
Certificate of Participation issued by National Accreditation and Management tnstituki '� cer ifyingjthat°Therrfia,Tru
Corporation is manufacturing products within a quality assurance program thatgomplies with ISO/It fi7020`-and
Guide 53.
-,--Lyndon F. Schmidt, P.E.
FL PE No. 43409
S ..TLH 0-F 'ALL M
2/1/2015
Sheet 1 of 1
E
4V 6 ✓40 3 —� i J �' i4 '•t to Ya @`e COR
THERMAITRU is
THERMA TRU DOORS
1 1 EL INDUSTRIAL DR., EDGERTON, OH 4351 7
"SMOOTH STAR", "FIBER CLASSIC",
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC"
GLAZED FIBERGLASS DOOR
INSWING / OUTSWING
'IMPACT"
GENERAL NOTES
I. 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 orstucco.
3. When used in areas requiring wind bome debris protection this product compries with Section
1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile
level "D" and includes Wind Zone 4 as defined In ASTM E 1996 and Section 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.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Smooth Star door panel & glazing details
3
Fiber Classic door panel & glazing details
4
Classic Craft/Classic Craft Rustic door panel & glazing details
5
Horizontal cross sections
6
Vertical cross sections
7
Buck and frame anchoring - 2X buck masonry construction
8
Frame anchoring - I X buck masonry construction
9
Bill of Materials & Components
37.75' MAX.
FRAME WIDTH
36.00" MAX.
PANEL WIDTH
"SMOOTH STAR", "FIBER CLASSIC"
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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 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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114"
1-1/4"
7"
4"
ELCO e
ULTRACON
1/4"
1-1/4"
1"
4"
WOOD SCREW INSTALLATION NOTES:
1, Malnfain a minimum 5/8"edge distance, 1"end distance, & I"O.c. spacing of
wood screws to prevent the splitting of wood.
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Masonry IX buck construction
CONCRETEANCHOR NOTES:
I. Concrete anchor locations at the comers maybe 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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WUUUSL.KGW IINWALLAIIUN NUILS:
1. Maintain a minimum 5/8" edge distance, I" end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
STRIKE JAMB
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HINGE DETAIL
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WING NO.:
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BILL OF MATERIALS
REM
DESCRIPTION
MATERIAL
REM
DESCRIPTION
MATERIAL
A
I BUCK SG >= 0.55
WOOD
40
FIBERGLASS DOOR PANEL - SMOOTH STAR
-
B
2X BUCK SG - 0.55
WOOD
41
FIBERGLASS SMC SKIN MIN 0.065' THICKNESS
SMC
C
MAX. 1/4" SHIM SPACE
WOOD
42
TOP RAIL
COMPOSITE
D
1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
43
LATCH STILE
WOOD
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
44
HINGE STILE
WOOD
45
BOTTOM RAIL
WOOD
F
1/4" X 1-3/4" PFH ITW CONCRETE SCREW
STEEL
46
POLYURETHANE FOAM CORE -1.9 LBS. DENSITY
FOAM
G
3/16" X 3-1/4" PFH ITW CONCRETE SCREW
STEEL
47
LOCK BLOCK REINFORCEMENT
WOOD
H
1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW
STEEL
50
FIBERGLASS DOOR PANEL - FIBER CLASSIC
I
1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW
STEEL
51
FIBERGLASS SMC SKIN MIN 0.065' THICKNESS
SMC
J
1 /4" X 3-3/4" PFH ITW CONCRETE SCREW
STEEL
52
TOP RAIL
COMPOSITE
K
#8 X 2-1 /7' PFH WOOD SCREW
STEEL
53
LATCH STILE
WOOD
L
#10 X 2-1 /2' PFH WOOD SCREW
STEEL
54
HINGE STILE
WOOD
1
EXTERIOR LITE FRAME
ALUMINUM
55
BOTTOM RAIL
COMPOSITE
2
INTERIOR LITE FRAME
ALUMINUM
56
POLYURETHANE FOAM CORE -1.9 LBS. DENSITY
FOAM
3
LITE FRAME TRIM
PVC
57
LOCK BLOCK REINFORCEMENT
WOOD
4
#10 X 1-1/2' PFH SCREW
STEEL
60
FIBERGLASS DOOR PANEL- CLASSIC CRAFT & CLASSIC CRAFT RUSTIC
7
MEDIUM REACH COMPRESSION WEATHERSTRIP
FOAM
61
FIBERGLASS SMC SKIN MIN 0.090" THICKNESS
SMC
8
LONG REACH COMPRESSION WEATHERSTRIP
FOAM
62
TOP RAIL
COMPOSITE
9
4" X 4" HINGE .097' THK.
STEEL
63
LATCH STILE
WOOD
10
#10 X 3/4" PFH WOOD SCREW
STEEL
64
IHINGE STILE
WOOD
17
PASSAGE LOCK - KWIKSET SIGNATURE SERIES
STEEL
65
BOTTOM RAIL
COMPOSITE
18
THRESHOLD OUTSWING THERMA-TRU
ALUM./WOOD
66
POLYURETHANE FOAM CORE - 1.9 LBS. DENSITY
FOAM
19
HEADER JAMB PINE SG >= 0.42
WOOD
! f�
20
SIDE JAMB PINE SG >= 0.42
WOOD
21
DEADBOLT- KWIKSETSIGNATURESERIES 780
STEEL
27
LATCH STRIKE PLATE
STEEL47
28
DT PLATE
STEEL
32
DOOROOR BOTTOM SWEEP
PVC
33
INSWING THRESHOLD
ALUM.COMP.
NOTE: WOOD DOOR COMPONENTS: PINE OR OAK (SG >= 0.42)
5.83'
33 INSWING
Threshold
Imo— 4.563' �{ N
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18 OUTSINING
Threshold
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