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FL# FL15037-RO yioj�om;L / b Z��
Application Type New
Code Version 2010
Application Status Approved FILE COPY
Comments
Archived I
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,01-143517
(419) 298-1740
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
.. Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J. King,P.E.
G Validation Checklist- Hardcopy Received
Certificate of Independence FL15037 RO COI Certificate of Indeoendence.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/CSA 101/I.S.2/A 440 2005
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2002
ASTM E1996 2005
ASTM E1996 2006
ASTM E330 2002
SSTD12 1999
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15037 RO Eouiv of Standards.ndf
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Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/10/2011
Date Validated 08/27/2012
Date Pending FBC Approval 09/05/2012
Date Approved 10/09/2012
Date Revised 01/26/2015
Summary of Products
FL# Model,Number or Name Description
15037.1 a.Opaque Fiberglass Door 6'8"Impact"Opaque"Fiber-Classic","Smooth-Star"or
"Classic-Craft"Single Fiberglass Door with or without
"Impact"Sidelite or Sidelites-Outswing/ Inswing (X,OX or
XO; OXO)Configurations
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15037 RO II Inst 15037.1.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See Inst 15037.1 for Design Pressure Ratings,any FL15037 RO AE Evai 15037.1.0f
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
15037.2 b.Opaque Fiberglass Door 6'8"Impact"Opaque"Fiber-Classic","Smooth-Star"or
"Classic-Craft"Double Fiberglass Door with or without
"Impact"Sidelites-Outswing/ Inswing (XX or OXXO)
Configurations
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS037 RO II INST 15037.2.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Inst 15037.2 fo r Design Pressure Ratings,any FL15037 RO AE Eval 15037.2.0
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15037.3 c.Opaque Fiberglass Door 8'0"Impact"Opaque"Fiber-Classic","Smooth-Star"or
"Classic-Craft"Single Fiberglass Door with or without
"Impact"Sidelite or Sidelites-Outswing/ Inswing (X,OX or
XO; OXO)Configurations
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL150 7 RO II INST 15Q37.3.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See Inst 15037.3 fo r Design Pressure Ratings,any FL15037 RO AE Evall 15037.3.pdf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15037.4 d.Opaque Fiberglass Door 8'0"Impact"Opaque"Fiber-Classic","Smooth-Star"or
"Classic-Craft"Double Fiberglass Door with or without
"Impact"Sidelites-Outswing/Inswing (XX or OXXO)
Configurations
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL 15037 RO 11 INST 1.5037.4.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See Inst 15037.4 fo r Design Pressure Ratings,any FL15037 RO AE Evai 15037.4.pdf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
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Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
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Product Approval Accepts:
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R 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 of Authorization No.9813
Nothict Eil(thlation Repoa Report Alm: FL-1503 7.4
Date: June 13,2012
Product
Category Sub Category Manufacturer Product Name
twinging Therma Tru Corporation Opaque Fiberglass Double Door
Exterior Exterior Door 118 Industrial Drive with and w/out Sldelites
Doors Assemblies Edgerton,OH 43517 Inswing/Outswing
Phone 419.298.1740 "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.9N-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 theproductor in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 2010 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.The glazing meets missile level"D".The assembly excludes Wind Zone 4 as defined in ASTM
E1996 and Section 1609.1.2.4 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 drawing FL-15037.4 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FLA 5037.4 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
CTLA 980W SSTD 12-99 Certified Testing Laboratories Ramesh Patel,P.E.
TEL 01460274 ASTM E1886/1996-05 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
TEL 01460440A ASTM E1886-05/1996-06&ASTM E330-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
TEL 06-0831-1 AAMA/WDMA/101/I.S.2/A440-05 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E.
ASTM El 886/1996-02
2. Miami Dade NOA Materials Testing
11-1118.03 DuPont Butacite PVB Interlayer
09-0127.13 Solutia Interlayers for Laminated Glass
3. Drawing No. Prepared by Signed&Sealed by
No.FL-15037.4 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt, P.E.
4. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
5. Quality Assurance
Certificate of Participation issued by National Accreditation and Management Institute,certifying that Therma Tru
Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and
Guide 53. r
Lyndon F.Schmidt,P.E.
FL PE No.43409
8/24/2012
PF 1690 Sheet 1 of 1
j .
R WR W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
P:O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Facsimile 813.754.9989
Florida Board of Professional Engineers Certificate of Authorization No.9813
Product Evaluation Report
Report No.: FL-5891.2 RI
Date: May 1,2008
Product Category: Exterior Doors
Product sub-category: Swinging Exterior•Door Assemblies
Product Name: 3'0"x 6`8 "Smooth Star"
Fiberglass Single Door
Inswing/Outswing
"Impact"
Manufacturer. Therma Tru Corporation
118 Industrial Drive
Edgerton,OH 43517
Phone 419.298.1740
Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Wendell W.
Haney,P.E.(System ID#1993)for Therma Tru Corporation based on Rule Chapter No:9B-
72.070,Method 1 d of the State of Florida Product Approval,Department of Community Affairs-
Florida Building Commission.
RW Building Consultants and Wendell W.Haney,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.
This product:has been evaluated for use in locations adhering to the Florida Building Code
(2007 Edition)
See-Drawing No.FL-5.891.2 prepared by R W Building Consultants,Inc.and signed and sealed
by Wendell W.Haney,P.E.(FL#54158)for specific use parameters.
Wendell V+T I n ,P.E.
FL No.54158
May 1,2008
PF863
Sheet 1 of 3
�f
Limitations
1. This product has been evaluated and is.in compliance with the 2007 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 meetsmissile level"M and excludes Wind Zone 4 as defined in ASTM E 1996.
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. drawing FL-5891-.2 require further
engineering analysis by a licensed engineer or registered architect.
6. See drawing FL-5891.2 for size and design pressure limitations.
Wendell e ,P.E.
FL No. 415
May 1,2008
PF863 Sheet 2 of 3
Supporting Documents
A Drawing
1. Drawing No.FL-5891.2 prepared by R W Building Consultants;Inc. (Florida Board of
Professional Engineers Certificate of Authorization No.9813),signed and sealed by
Wendell W.Haney,P.E.
B Tests
I Testing per TAS 202-94 as performed by Testing Evaluation Laboratories,Inc.and
reported in-test report ETC 01-741-1070, 0.0,.dated September 4,2001,signed by Wendell
W.Haney,P.E.
2. Testing,per SSTD 12-99 as performed by Certified-Testing Laboratories and reported in
test report CTLA 980W,dated November 4,2001,signed by Ramesh Patel,P.E.
C Calculations
1. Product anchoring for tested specimens is in accordance with manufacturer's published
recommendations as substantiated by tested specimens reported in test report ETC 01-741-
10700.0 and CTLA 980W. Additional product anchor analysis for loading conditions
prepared,signed and,sealed by Wendell W.Haney,P.E.
2. Buck anchof analysis for-loading conditions prepared,signed and sealed by Wendell W.
Haney,P.E.
D Other
I Certificate of Participation issued by National Accreditation and Management Institute,
certifying that Therma Tru Corporation is manufacturing products within a quality
assurance program that complies with ISOJEC 17020 and Guide 53.
Wendell W y:, E.
Fl,No.54158
May 1, 2008
PF863 Sheet 3 of 3
THERMANTRU
37.59°MAX.O.A,
FRAME WIDiH i G�gm�e
THERMA TRU DOORS q,,� ZZ
1 1 9 D
INDUSTRIAL DR., EDGERTN, QH 4351 7 W
TEL. (419)298-174E3 ly YPANEL NELWIDTDTH
T1z "g`n3
m
r rr r rr Hill,
v
rr 30 )C6 � c� �
SMOOTH STAR" L �� v
FIBERGLASS SINGLE DOOR
INSUVING/OUTSWING
CD
"IMPACT" z
GENERAL NOTES p ® w
I. This product has been evaluated and is in compliance with the 2007 Horido Building Code o
(F3C)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ).
a a
2. Product anchors shall be as fated and spaced as shown on details.Anchor embedment to
base material shall be beyond wall dressing or stucco.
m
e 3. When used in areas requiring wind bome debris protection this product comptleswith
Section 1609.1.2 of the FBC and does not require an impact resistant covering.This
v
product meets missile level"D"and excludes Wind Zone 4 as defined in ASTM E1996.
a
4. For 2x stud framing construction,anchoring of these units shall be the some as that shown L— •
for 2x buck masonry construction. En
d
5. Site conditions that deviate from the deto ls of this drawing require further engineering
analysis by a licensed engineer or registered architect.
u
m
g TABLE OFCONPEMS ti
SHEETS DUCRIPTTON o i
1 Typical elevations,design pressures 5 general notes ASYERAL! DESfGN t?RESSURE(ASF7 i
2 Door paneldetails $Wtl!fORAhlfr k o D
i 3 Horizontal cross sections pfl4fEh1S14N POSRiVE %d OATtVE nve: 4123108
i
INSWING 37,59"x 82.19" +67,0 -67.0 s� N.T.S.
4 Vertical cross sections 'm
5 Buck and frame anchoring.2X buck nwsonry construction M.en AL
komeanchoring-1Xfwckmosonryconstruction
OUTSWING 37.59"x 80.69" +67.0 •67.0 ak,er. .WivH 3
7 BW of Materials b Cornponenis rc
D0.1V,7HC rro.:
F1.-5891.2 0
i s¢Er -I Dr 7 "
EXTERIOR 46 G1I 43-;,
43INTERIOR46
1 HORIZONTAL CROSS SECTION
2a �
`.2 �
2 1.18' r d
EXTERIOR INTERIOR n
® 1 42 OR TOP 1 49 IATt [E
�—2.39'—
o
i Smooth star .-I 1.18
h \ O A
3
2 1/ER7ICAL CROSS SECTION I$
2 DAIS 4 23 08 z
f mqz. N.T.S.
5
F 44 H1N !E 45 DOOR BiM, bl! bwc.9Y: AL
o
act BY, iAV)4 3
1 DRUM NO-. C
0
F7.-5891.2 °a
ww or 7.
4 lU E
e
® INTERIOR 10
d P3333 3
17 EXTERIOR I
1 s 340 7
3 3 8 j 1
LU
0
Od04 JA
a
Z 1;—U
20Ny
4 CIl4"MIN, I N D '• z `' Y
• � 3 4 EMB.(TYP.J
K3 0
4 4 3 HORIZONTAL CROSS SECTION L &
° 3 Shown w/1X sub•bucK substituting + a a
conaete screNs for wood screvrs per
27 Section 1714.5.4.2 of the EBC m
INTERIOR INTERIOR 10 9 10 p
woo. \ 4 �a
R Z2t= ZZ
1 e - <
I
EXTERIOR EXTERIOR ° f
' c 7
o� j 8 40 oC 4
baa °• y 1 B � V °+ :�.>-a �
zz
a o� µ 20
- o
K K a° ma 4/23/1 i
20
EMB.(TYP.j ow gn C o
swe N.TS.
pB oea ev: AL m'MIN. E cWWH 3
y EMB.
�11 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SEC1701Ym
1.114"MIN. OWING ta.:
vlnsw ng configuration 3 by ing coni:gurotion
EMB.(TYP.) FL-5891.2 a
S sr a7 1• of 7
I"MIN.FROM I"MIN.FROM
—MASONRY EDGE
-MASONRY EDGE—r.-
n \o
(TYP.) 2-1/2"MIN.FROM 2-1/2"MIN.FROM.
•�m �a
v - - MASONRY EDGE--.— MASONRY EDGE
(TYP.) j (TYP.) p_
L d
f_. i s — 9�11 o S
Ct
e INTERIOR �J EXTERIORB
INTERIOR EXTERIOR
1 VERTICAL CROSS SECTION r�VERTICAL CROSS SECTION
4 Inswng configuration q ShovmsvJlA sutrtwck substiiulingI o
concrete screws for wood screw'per
Section 1714.5.4.2 of The FEC
a
m
INTERIOR / / EXTERIOR
T ; EXTERIOR INTERIOR
U)
•
40 ` 32 8 N
�3D3 40 / 18
4123108 1i
sum, N.T.S. 9
3 VERTICAL CROSS SECTION 4
VERTICAL CROSS SECTION owc AL e
CW.m WWH
4 Inswing configuration DWHU ao.. c
( q Oufsv�ng configuration
FL-5891.2 °o
0
SHEU 4 OF
.a
Q
10 0
5 a&m� ro
TYP.HEAD& MASONRY E
MASONRYJ JAMBS OPENING
OPENING SEE NOTE 1
FRAME K'
-- —} VP.HEAD
JAMBSi'
z
w ix
2X BUCK— °0 c 2X BUCK "
mo m
LIT
$ a
m
y
" BUCK ANCHdRING STRIKE JAMS FRAME ANCHORING HINGE JAMS
Mosonry 2X buck cosutnaction
B
n ti
NOTES:
b10 o
1. Ile Elco Concrete screws anchoring 2x buck require a minimum 1"ctearonce to masonry edges.a 1-114"minimum embedment and a Q y z
y minimum 4"cloorance to adjacent concrete screws.Substitution of equal concrete screws from a different suPPlier may have different 27 atc ¢ 23/08 z
edge distance and center distance requirements.Concrete screw locations at the comers may be adjusted to maintain the minimum scut: N.T.S.g
edge dstance to mortar joints.If Concrete screw locations noted as"MAX:ON CHNTER"must be adjusted to maintain the minimum
edge distance to mortarjoints.additional Concrete screws May required to ensure the maximum on center dimension is not an,or.. AL
exceed ax Sr: VAVH
ed
y MWNG an_
HINGEDEIAtt LATCH&DEADSOETDETAIL FL-5139).2 a
xfsr 5 Gr 7
S
e
v
.Ai
t --t m
e
MASONRY
OPENING 1 2$ G SEE NOTE 2 r;
L
/1 J x 27 G SEE NOTE 2
FRAME mz
TtP.HEAD&
u; JAMBS W u cs
SEE NOTE 1 o N z --- ¢
ho
1X BUCK LATCH a DEADSOLTDETAIL a
� a
a
STRIKE JAMB FRAME ANCHORING HINGE JAM&
x Masonry 1X buck construction
i
3 -
u
NOTES: SEE NOTE 1 #{ o
J, i/4"tTWconerafescrewsanchoring frame and/or sill require d.minimum2-1/2"cleorencetomasonry edges,a x
t 1-T/4"minimum embedment and a minimuin 3"cfearonce to adjacent concrete screws. Substitution of equal Tfl
concrete screws from a different supplier may have different edge distance and center distance requirements. 1Q = m
' Concrete screw locations of the comers may be adjusted to maintain the minimum edge distance to mortar 4 a
'' joints.If Concrete screw locat,ons noted as MAX.ON CENTER"must be adjusted to maintain the minimum edge 2 m
distance to mortaticints,additional Concrete screws may be required to ensure the maximum on center a+r 41231 08 z
dimension is not exceeded. sero+ N.T.3 °
jawe.ar: AL m
2. 3116"ITW concrete screws anchoring frame anis/or sill require a minimum 2-5/8°clearance to masonry edges,a � t WWH 3
t-i/4"minimum embedment and o minimum 2-1%41 clearance to adjacent concrete screws unless otherwise HINGE DEWL �m N_
noted by concrete screw manufacturer. °
Ft--5891.2 0°
ari
SILL OF MATERIALS 9-t
17EM DESCRIPTION MATERIAL
A 1X BUCK SG-0.55 WOOD
8 2X BUCK SG—0.55 WOOD 2.367
C MAX.I X SHIM SPACE WOOD
D 1/4X 2-3/4'PFH ELCO CONCRETE SCREW STEEL 19 20
MASONRY-3.192 PSI MIN.CONCRETE CONFORMING TO ACI
E CONCRETE
.301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
G 13116'X 3-1/4'PFH ITW CONCRETE SCREW STEEL
H 114'x 3-1/4"PFH ITW CONCRETE SCREW STEEL
J 1'14'X 3.314"PFH ITW CONCRETE SCREW STEEL
K #8 X 2-I17'PFH WOOD SCREW STEEL
L #10 X 7 PFH WOOD SCREW STEEL
7 SHORT REACH COMPRESSION WEATHER-STRIP(THERMA-TRU) FOAM
8 LONG REACH COMPRESSION WEATHER-STRIP(THERMA-TRU) FOAM
9 4X4"HINGE.097"THK.(THERtAA-TRU) STEEL f C.D
10 010X 31C PFH WOOD SCREW JHINGE TOFRAME) STEEL
17 KWIKSET TITAN 700 SERIES PASSAGE LOCK STEEL T- 1
IS LOW PROFILE OUfSWNG BUMP FACE THRESHOLD(THERMA-TRU).W WALL AL. AWM,/WOOD
19 HEADER JAMB f4"'X 1.26-THERMA-TRU,PINE) WOOD
20 SIDE JAMB(4.656'X 1.25'THERMA-TRU) WOOD
21 KWIKSEI TITAN 700 SERIES DEADBOLT STEEL
27 LATCH STRIKE PLATE STEEL
28 DEADBOLT PLATE STEEL
32 DOOR BOTTOM SWEEP PVC
33 SELF ADJUSTING INSWING SADDLE THRESHOLD(.46-WALL AL.-.08w WALL VINYL) ALUM.COMP.
40 FIBERGLASS DOOR PANEL-SMOOTH STAR
c
41 FC/SS DOOR SKIN.070"MIN.THK.FIBERGLASS BY SMC
THERMA-TRU WITH YIELD STRENGTH Fy IMN.)=6,000 PSI
42 TOP RAIL COMPOSITE
43 LATCH STILE LVL WOOD
44 HINGE STILE WOOD
45 BOTTOM RAIL COMPOSITE L
46 POLYURETHANE FOAM CORE-BASF 1.9 LBS.DENSITY FOAM
47 LOCK BLOCK REINFORCEMENT WOOD t
0
M, 4123108 li
� N.T.S.
om m AL
as by. WWH
FL-5891.2
VaT or
-Do
0
T�- R W Building Consultants, Inc.
w
Consulting and Engineering ervices for the Building Industry
B
P.O.Box 230 Valrico,FL 33595 Phone 8 13.639.9197
C
J
Florida Board of Professional Engineers Cerlificale.of Authorization No.9813
r'ebruary 24,2012
RE: Florida Product Approval FL-5891 R1
s
t:) —5891.6)
L
Product Evaluation Reports and Drawing (FL-5391.1
Swinging Exterior Door Assemblies for Tberma-Tru Corporation
To Whom It May Concern:
Affirmation 'Conforinaiteeiothe 2OlOFlorlriaBtsililipggeo(le
The products referenced above in this Product Approval were previously approved and found in conformance to
the 2007 Florida Building Code.(FBC). In addition,RW Building Consultants and Lyndon F.Schmidt.P.E.
have determined that these products are also found to be in conformance to the 2010 FBC. The Product
6-valuation Report(s)and Installation Drawing(s)remain unchanged.
%
cc
d. 0.
0
Lyndon F'. Schmidt, P.E. " ..A.....V'y' 0
'r
FLT
43409 4' lowol.,
I
RW Building Consultants, Inc.
CA No.9813