HomeMy WebLinkAboutPRODUCT EVALUATION - SWINGING EXTERIOR DOOR - 1-29-15 - 2R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
` C P.O. Box 230 Valrico, FL 33595 Phone'813.659.9197
Florida Board of Professional Engineers Certificate ofAuthorization No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
S
Exterio
I
Swinging
Therma Tru Corporation
"Smooth Star", "Fiber Classic"
�}
"Classic "Classic
Exterior Door
118 Industrial Drive
Craft" & Craft Rustlb'
I%!19
Doors
Assemblies
Edgerton, OH 43517
Glazed Fiberglass Door
04
Phone 419.298.1740
Inswing f Outswing "Impact"
Scope.
1. This
+1
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.
ict has been evaluated and is in compliance with the 5th'Edition (2014) Florida Building Code (FBC) structural requirements
the "High Velocity Hurricane Zone" (HVHZ).
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 I tud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
I
5. Site conditions that deviate from the details of drawing FL-7640.1 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-7640.1 for size and design pressure limitations.
Supportl I g Documents:
1. Test Report No.
Test Standard
Testinq Laboratory Signed by
TEL 06-0718-1
ANSI/AAMA/NWWDA 101/I.S.2/A440-05
Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
ASTM E1886-02/1996-02.
TEL 01460274
ASTM E330-02
TestingEvaluation Lab.,lnc. V. K. Wright
ASTM E1886-02/1996-02
2. Miami Dade NOA
Materials Testing
14-0423.16
-Saflex Interlayer (Eastman Chemical Company)
3. Drawing No.
Prepared by
Signed & Sealed by
No. FL;7640.1
RW Building Consultants, Inc. (CA #9813)
Lyndon F. Schmidt, P.E.
4. Calculations
Prepared by
Signed & Sealed by '
Anchor
RW Building Consultants, Inc. (CA #9813)
Lyndon F. Schmidt, P.E.
5. Quality Assurance
Participation
Certificate of issued by National Accreditation and Management Institute,'ceifyir,g'ttiat1T�h,rMa Tru
Corporation is manufacturing products within a quality assurance program that cofi pliee> u1th:1S0%tt:*17020'rgnd
Guide 5.3:
o. d
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v Iho �•;::tnD a ex�w
yr Lyndon F. Schmidt, P.E.
FL PE No. 43409
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Sheet 1 of 1
S , AT C t,]F 2/1/2016
XLEGOPI
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THERMANTRU (a)
THERMA TRU DOORS
1 1 B INDUSTRIAL DR., EDGERTON, ❑H 4351 7
"SMOOTH STAR", "FIBER CLASSIC",
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC"
GLAZED FIBERGLASS DOOR
INSWING / OUTS WING
'IMPACT"
GENERAL NOTES
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 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 "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
1 Buck anchoring
8
Flae anchoring - 2X buck masonry construction
9
Fmrame anchoring -1 X buck masonry construction
10
Bill of Materials & Component
74.50" MAX. FRAME WIDTH
36.00" MAX.
PANEL WIDTH
w
= w
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74.50" x 82.00"
21.00" x 63.25"
+47.0
-53.0
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52 DOOR TOP RAIL
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0.090"SAFLEX PVBINTERLAYER
DOW 995 •
2
4
1 /8"ANNEALED
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3
DOW 995 SWIGGLE GLAZING
OR
SPACER
SIKA 552
Gl GLAZINGDETAIL
• NOTE: DOW 995 may be eliminated at door
panel (Max. Design Pressure =t 50 PSF)
1.210" Fes—
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phone No.: 813.659.919
REVISIONS DOOR PANEL GLAZING DETAILS FBPE CA No. 9813
ID 20139 R.W. BNILDIND DDNe 1-HTe INC.
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THERMA—TRU
P.E. No. 43408 ��IF�/QZL
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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 mortbr joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
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2"
4"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8"edge distance, I" end distance, & T"o.c. spacing of
wood screws to prevent the splitting of wood.
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Masonry 1 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 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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3"
1-1/2"
WOOD SCREW INSTALLATION NOTES:
€ 1. Maintain a minimum 5/8" edge distance, 1"end distance, & 1" o.c. spacing of
wood screws to prevent the splitting of wood.
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ASTRAGAL
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