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Product Approval Menu>Product or Application Search>Application List>Application Detail
C o aal? :EF FL# FL15037-R2
- —M ale
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton, OH 43517
(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
22) 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.
J Validation Checklist- Hardcopy Received
Certificate of Independence FL15037 R2 COI Certificate Of Indeoendence.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA101/I.S.2/A440 2005
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2002
ASTM E1996 2005
ASTM E1996 2006
ASTM E330 2002.,
Equivalence of Product Standards SSTD12 FILE COPY
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 05/30/2015
Date Validated 06/28/2015
Date Pending FBC Approval 07/05/2015
Date Approved 08/19/2015
Summay 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 R2 II Inst 15037.1.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 15037.1 for Design Pressure Ratings, any FL15037 R2 AE Eval 15037.1.pdf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars. (For RberClassic and SmoothStar doors
and Sidelites,this product approval requires the use of 17"
part numbers for these doors and sidelites, which have been
stained or painted within six months of installation.)
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 FL15037 R2 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 for Design Pressure Ratings, any FL15037 R2 AE Eval 15037.2.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars. (For FiberClassic and SmoothStar doors
and sidelites, this product approval requires the use of"J"
part numbers for these doors and sidelites, which have been
stained or painted within six months of installation.)
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 FL15037 R2 II Inst 15037.3.0f
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 for Design Pressure Ratings, any FL15037 R2 AE Eval 15037.3.pdf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars. (For FiberClassic and SmoothStar doors
and sidelites, this product approval requires the use of"Y
part numbers for these doors and sidelites, which have been
stained or painted within six months of installation.)
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 FL15037 R2 II Inst 15037.4.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 15037.4 for Design Pressure Ratings, any FL15037 R2 AE Eva[ 15037.4.pdf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Vnlrico.FL 33595 Phone 813.659.9197
Florida Board.of Professional Engineers Certificate orAuthorizetion No.9813
rG::r'� � ..sr.,�.. 7ry.� %j r �r,e6'::fit KCt�' T ?.i... 'k:urtiaot°�-r^;a�e� �{t•"<y�`�a"°e Y' > '.S .. 1 v . -i
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Product Sub Category Manufacturer Product Name
Category
Therma Tru Corporation Opaque Fiberglass Door
Exterior Swinging
Exterior Door 118 Industrial Drive with and w/out Sidelites
Doors Assemblies Edgerton,OH 43S17 InswinglOutswing
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.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.
Limitations:
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.The glazing meets missile level"D".The assembly excludes 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 conditions that deviate from the details of drawing FL-15037.3 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-15037.3 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 01460131 ASTM E1886/1996-02&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 E1886/1996-02
2. Miami Dade NOA Materials Testing
13-0129.27 DuPont Butacite®PVB Interlayer
14-0423.17 Saflex Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-15037.3 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;�certtfying,q
that Therma Tru Corporation is manufacturing products within a quality assurance program
complies with ISO/IEC 17020 and Guide 53.
y
�a ;l;yndon F.Schmidt,P.E.
c-O% e FL PE No.43409
Sheet 1 of 1 y �o° S 1a�1 OF °,`. 1/23/2015
Illlf
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1 4 MAX FRAME \ .......
7HERMAU'1RU
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37.7S'MAX. 37.7S'MAX.
p� - M FRAME WIDTH FRAMEWIDTH � g O 3�+n
I I B INDUSTRIAL DR.,, EDDERTON, OH 43517 I // ® / ��/ .1
3 = �/ gnnut 1� o n;z°
OPAQUE FIBERGLASS DOOR � " �„ U N Z.
2 P v Z G Z V
g�� �g�pp age y e -5g. 9 m o a
t7i�/ �400� v�0®160� e�1®����� _ -.z Nw m a:a�
9 4
INSWING/OUTSWING o s O f3 O oZ
"IMPACT"
S o
GENERAL NOTES o f
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building o?
Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). a
N 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base f�FR7Ai �{ (�76.25'MnX FRAME WIDTH
material shall be beyond wail dressing or stucco:
3. When used in areas requiring wind bome debris protection,this product complies with Section ® ® / ® ® &I a a
1609.1.2 of the FBC and does not require an impact resistant covering.The glazing meets missile Z
^ level"U.The assembly excludes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of 3 m
the FBC.
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x W
d, buck masonry construction: _ z
tL O e
N
5. Site conditions that deviate from the details of this drawing require further engineering analysis by, p e z
a licensed engineer or registered architect: �4 o e 0 w g
O
TABLE OF CONTENTS /
SHEEN DESCRIPTION
e 1 Typical elevations,design pressures 8 eneral notes a '
2 Smooth Star door net details a
3 FiberClossic door panel details
4 Classic Craft door panel details m
a 5 Smooth Slar s de i e panel details and g anng details rw
a 6 Fber Classic sdelite panel details and glazing details' MAX OVERA4 MAX - DESIGNT'RESSURE(pS�]? �_a 5
7 classic cralt sidefite panel details and glazingdetails m
8 Elevations o DTMENS/ON Q1MENfQN POSITIVE NECsIfTIVE=, Z
z 9 Horizontal cross sections WE 8121112.
=
to Horizontal cross sections -37J5'x 98.0 N/A 50.0 -50.0o
11 Vertical cross sections WALE: N.T.S.
12 Vertical cross sections DWG.BY. JK M'
13 Horizontal and vertical cross sections 76.25"x 98.0" 21.OD"x 78.75" +50.0 -50.0
14 Buc oncho n cHw er: LFS 3
DRAWWD NO.: ¢
15 Frame anchonng 114.75"x 98:0 21.00"x 78.75" +50.0 -50.0. N
16 Bill o motena6 and components FL-15037,3
0
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.1 if
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(COMP.)
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DOOR
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EXTERIOR INTERIOR
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N. (POLYURE MANE- o
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0 SCHILAGE
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EXTERIOR 0.66"
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3 MAX. u
6M'PANEL WIDTH C71 HORIZONTAL CROSS SECTION
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0.099'PVB INTERLAYER Gl
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1.9 PCF MIN.)
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(COMP.)
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SHErr_7 OF 16
MCIients\Themla Tru PBTMANENMorida Product AppnmisVL-1SD37WrawingACumfft\R.-1SO37.dwg,83
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No.43409
2 fs� Q PRODUCT: Doaura ^4n"d I',' i lf9VG/1R
THERMA—TRU L... F Sehmtdt
I Ib P.E. No. 43409
IC. N Z N rn
It :4 PART OR ASSEMBLY: ////BUILDING CONSULTANTS, INC.
..Wj ) x in 1 1 15 IS UPDATE TO STH ED. 2014 FBC JBY
��/ P.O. Box 230. Voldco, FL 33898
�m (A "POE. DATE ELEVATIONS a•( phone No: 813.899.9197
REVISIONS FSPE C.A. No. 9813
0 20 12 R.W.BUILDING CDNDULTANTa INC.
ni
``,`�f• ••
INTERIOR �.K �. �mn
:. C 40 41 42 29 24 ����«*nt��� m
40 41 42 24 H :q ° . 8 o io 0
ao
INTERIOR a °. 8= 9 S a
v o
mmd0.P
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7 EXTERIOR 7 y
EXTERIOR o
1 INTERIOR L D
v 0.1
D 24
L CSINK 4 29 0 41 42 C 1 o 0 0
B (TY►-) 24 ¢_°: A &I _
E DO
� 1-L/4"MIN. �'m
EMS.(TYP.)
1 HORIZONTAL)CROSS SECTION a 9 �21 HORIZONTAL CROSS SECTION
y Iruwh configurotlon shown 9 Inswing configuration shown W/I Buck a
gg Outsvnng alw approved b
OutsvAng also approved w
EXTERIOR 7 • g
SN
.� N 4
F-
v j o
� 1 z
^ f?
R C'SINK J L
_o
Q° (TYP.) C B 0 0
�F Z L'E DATe 8 21 12 12
EMS. MIN. sc� N.T.S. cc
FMB.ITYP.) owo.Sr. JK m3
3 HORIZONTAL CROSS SECTION aIX.BY: LFS
9 Inswing configuration shown oasw�Nc No.:
Ou gng also approved FL-15037.3 A
o
SHEET_�L of 16
.) 1
rrtr
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NOTE y`OA••r.......
I.Siderde assy fastener.6"from each
end and 6 more screws equally •�
spaced between(8 screws total =
perjamb).
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° INTERIOR
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o o:
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1 HORIZONTAL CROSS SECTION [2 l HORIZONTAL CROSS SECTION �3�HORIZONTAL CROSS SECTION <
10 Outswing configuration shown 10 Outswing configuratton shown 10 Oufswing configuration shown
s Inswing oleo approved Inswing also approved Inswing also approved i
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11 Inswing hoopProvted shown Outsvin con
11 Shown w/1Xsub-buck
shown g figurafron
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3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DWG.Or JK m
11 Outswing configuration
11 Insw ng configuration
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DRAWNC NO.:
FL-15037.3 a
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12 Outswingconfrguration 12 Shownw/iXsub-buck
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13 49 :9 mobnfigurat'an _ z
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4-9l16"jamb 13 49/ib ambnfiguration
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N DATE. 8/21 72 i
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13 Outswing configuration 5 HORIZONTAL CROSS SECTION Cm ar: LFs 3
6-9l16'"jamb 13 Outswingconfiguration
6-9/1G'jomb 13 Outswingconfiguration IRIK7HG No.:
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I I III III �� 1? m a a
TYP.HEAD I I III III o z
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TYP.HEAD I I ASTRAGAL TYP.HEAD III III MASONRY MASONRY &JAMBS I I SHOWN FOR MASONRY &JAMBS
OPENING OPENING II REFERENCE OPENING III III
2X BUCK i I III IIICb
2X BUCK I I 2X BUCK—,,, II FRAME �II
_ I I SHOWN FOR
ar REFERENCE III C Y
ci I I n ci III III m
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E BUCK ANCHORING BUCKANCHORING w o
BUCK ANCHORING
CONCRETE ANCHOR NOTES:
o
1.Concrete anchor locations at the comers maybe adjusted to maintain the min. �
edge,dWance to mortar joints.
2,Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a
maintain the min.edge distance to mortarjoinfs,additional concrete anchors
a may be required to ensure the MAX.ON CENTER"dimension are not exceeded.
3 Concrete anchor table: a F
ANCHGR IIA11V At...Ct�ARANC.R MIN C4EA8ANa. ^
7KPE SlT Eh113PbMEN7 7OMASONRY TOADJACENT..... o n
... EDGE..: ANCHOR::= ^z u
ITW ® 1/4„ 1-1/4„ 2" 4" mm- 8121112
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TAPCON scaE: N.T.S.
d ELCO ® 1/4" 1.1/4" 1. 4"
M.BY. JK m
ULTRACON cm er: LFS 3
WOOD SCREW INSTALLATION NOTES: DRUA ND No.:
n
1,Maintain a minimum 5/8"edge distance,1"end distance,8 1"o.c.spacing of FL-15037.3
0
g wood screws to prevent the splitting of wood. smwr 14 or 16
5 — —
6
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6 3 6"3 3"
T I 49/16"JAMB W
t 49/16" ��rr�rli1i1i111��� [�� r
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L 2X BUCK _ L 2X BUCK _ _ L 2X BUCK 4_9/16"JAMB I _ 9 o a z
DIRECT TO p 6A/16" z a
i'i E O 9 m c W
J I BUCK MASONRY MASONRY J I BUCK DIRECT TO JAMB MASONRY J IX BUCK 6-9/16"JAMB p f p o a
OPENING OPENING ind a
TYP.HEAD& TYP.HEAD& MASONRY TYP.HEAD& DIRECT TO �:
JAMBS — JAMBS — — — JAMBS MASONRY o z°
FRAME L FRAME 4-9/16"JAMB NW
FRAME _ TYP. 6-9/16"JAMB O _ �d
a DIRECT TO
E TYP. MASONRY
2X BUCK 0 2X BUCK F 2X BUCK F
i TYP. — I TYP. i4 Cj _ ( TYP. — TYP. I TYP. ^' In U w
SILL sill O SILL I SILL SILL 0
— — — — o
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N 4-9/i6"JAMB N 4-9/16"JAMB �"}
MASONRY DIRECT TO m
OPENING FRAMEANCHORING O 6-9/16'JAMB FRAMEANCHORiNG MASONRY FRAME ANCHORING
O 6-9/16°JAMB m
DIRECT TO
MASONRY DIRECT TO 'o
g MASONRY N N w
CONCRETE ANCHOR NOTES: iXBUCK w o
i. Concrete anchor locations at the comers may be adjusted to maintain the min. H 29
edge distance to mortar joints. 2X BUCK L o 0
2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 24 2g c7
maintain the min.edge distance to mortarjoints,additional concrete anchors �?_z
e may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. K 1 E`3 a M a u
3. Concrete anchor table: 24 s=- 3
ANCHOR AMGHOR N1TN< (N1N CtEAR1tNGE MIN..LEA..... "
TO MASf3NRY TOADJACENI DIRECT TO HINGE DETAIL a ,
►ZE..... EN111OAAENT.............. ....:::.:EDGs.::::::::::...:.:..:•::ANGiiok:ss::?> N
MASONRY SEE HINGE z
TAIT N® 1/4" 1-i/4" 2" 4" IX BUCK (� 26 2X BUCK K 0 DETAILP z o
ELCO DATE: 8121112 °z_
ULTRACON' i/4" 1.1/4" 1" 4" 2X BUCK K 24 1X BUCK G 27 SCALE, N.T.S. 10
DIRECT TO mr.BY: JK FD
Ii1N ® 3/16" 1.1/4" 3" 1-1/2" MASONRY N
TA CON Cw.BY: LFS 3
LATCH d DEADBOLT DETAIL a
DRAWING No.:
WOOD SCREW INSTALLATION NOTES: DEADBOLT DETAIL Standard Strike
1.Maintain a minimum 5/8"edge distance,i"end distance,&1"o.c.spacing of Security Strike STRIKE JAMB HINGEJAMB FL-15037.3 0
wood screws to prevent the splitting of wood. Single(X)Configuration only SWEET 15 of 16 N
o — —
un
BILL OF MATERIALS
DEM/ DESCRIP110N MAIERM t •• %5 umi
A 1X BUCK SG>=0.42 WOOD r--- 4563" 3 z-6
B 2X BUCK SG> 0.42 WOOD °o�Z�'W
C 1/4"MAX.SHIM SPACE ���•. ,•' g m
ITW CONCRETE SCREW
D 1MASONRY4-3F000 PSI NR CONCRETE CONFORMING TO ACI STEEL > m
E CONCRETE \z m o
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 0 �—2.36"—. 0 r4i z
U N•;
F 114"X 1-3/4"PFH ITW CONCRETE SCREW STEEL g Y o
G 3116"x 3-1/4"PFH ITW CONCRETE SCREW STEEL HEAD 3 SIDE r Og 9 m c°w
H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 1 1amb "� m a a=0.
I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL h: ,
J 1/4"X3-3/4"PFH ITW CONCRETE SCREW STEEL ;Z
K #8 X 2-1/2'PFH WOOD SCREW STEEL v 0
L #10 X 2-1/7'PFH WOOD SCREW STEEL Y' "o:
M #9 X 2-1/2"PFH WOOD SCREW STEEL
N 3/16"x 2-114"PFH ITW CONCRETE SCREW STEEL
—
0 3/16"x 2-3/4"PFH ITW CONCRETE SCREW STEEL
1 HEAD AND SIDE JAMB(PINE)SG>=0.42 WOODRE
7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM I I w
12 #10 X 2"PFH WOOD SCREW STEEL ham--4.563 —�i co
18 THRESHOLD OUTSWING ALUM./WOOD = oN
22 INSWING SIDELITE ADAPTER STEEL 1B OUTSWING
23 OUTSWING SIDEUTE SPACER STEEL Threshold G a m
24 #10X3/4"PFH WOOD SCREW STEEL of
26 SECURITY DEADBOLT STRIKE STEEL a
27 LATCH STRIKE PLATE STEEL 5.83, y
28 DEADBOLT PLATE STEEL 1.6(r
29 4"X 4"HINGE STEEL
32 DOOR BOTTOM SWEEP PVC
33 INSWING THRESHOLD ALUM.IWOOD
�d 40 FIBERGLASS DOOR PANEL-SMOOTH STAR - N
41 FIBERGLASS DOOR PANEL-FIBER CLASSIC o
42 FIBERGLASS DOOR PANEL-CLASSIC CRAFT (n
50 FIBERGLASS SIDEUTE PANEL-SMOOTH STAR - 93 INSWING w
51 FIBERGLASS SIDEUTE PANEL-FIBER CLASSIC Threshold o
3 52 FIBERGLASS SIDELITE PANEL-CLASSIC CRAFT
a
a 86 1XMULLION(SG>=0.42) WOOD b. �•.-2193"1
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w
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z o Z
wre: 8
^21112 °-
scxe: N.T.S. °
�2 23 r MG.E
= p JK IN m'
CHK.ar LFS 3
Dt7AN1NG HO.: �
FL-15037.3 a
0
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