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1 A Product Approval
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FL# FL15037-R2
Application Type Revision
Code Version 2014
Application Status Appr
oved
Comments
Archived 17
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
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.
9 Validation Checklist-Hardcopy Received
Certificate of Independence FL15037 R2 COI Certificate Of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
AA MA/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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiPg25... 4/3/2017
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted OS/30/2015
Date Validated 06/28/2015
Date Pending FBC Approval 07/05/2015
Date Approved 08/19/2015
Summary of Produ cts
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 fo r Design Pressure Ratings,any FL15037 R2 AE Eval 15037.1.ndf
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.)
15037.2 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.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 15037.2 fo r 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.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 R2 AE Eval 15037.3.0f
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.)
1S037.4 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 fo r Design Pressure Ratings,any FL15037 R2 AE Eval 15037.4.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"
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgiiS 73 Fr2ZyiPg25... 4/3/2017
I q-oz- U2- � 4-
R W R W Building Consultants, Inc.
BConsulting 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
Product Evaluation Report ReportNo.: FL-1503Z4
Product Sub Category Manufacturer Product Name
Category
Therma Tru Corporation Opaque Fiberglass Double Door
Exterior Swinging
Exterior Door 118 Industrial Drive with and w/out Sidelites
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.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-15037.4 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-15037.4 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
CTLA 98OW 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 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-15037.4 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 t at/ r`r9s
complies with ISO/IEC 17020 and Guide 53. No v
J9 0 ;�
0.Lyndon F.Schmidt,P.E.
FL PE No.43409
�{ 1/23/2015
Sheet 1 of 1 _ a5a. STATE OF °t I1
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j� 1 1 8 INDUSTRIAL DR., EDGERTON,,DH 4351 7 Z '�/, ```�. =
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OPAQUE FIBERGLASS DOUBLE DOOR _55a ' �9 "_Z
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GENERAL NOTES
W�
1. This product has been evaluated and is in compliance with the Sth Edition(2014)Florida Building Z 6
Code(FBC(structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ(. ~ 2 W
150.75'MAX.FRAME WIDTH
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base 0.75' 0.75' = w w
material shall be beyond wall dressing or stucco. 37.75 MAX 74.5'MAX.FRAME WIDTH ~ c
FRAME WIDTH
3. When used in areas requiring wind bome debris protection,this product complies with Section o
LL 1609.1.2 of the FBC and does not require an impact resistant covering.The glazing meets missileCh
® ® ® ® a a o
level"D":The assembly excludes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of
the FBC. 3 ;W m
- z =
4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x = m
buck masonry construction. w
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" 5. Site conditions that deviate from the details of this drawing require further engineering analysis by 1 3 Q 0 N
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a licensed engineer or registered architect. a d z
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TABLE OF CONTENTS 4g
SHEET# DESCRIPTION a L
77%
e 1 Typicalelevations,design pressures is,general notes
g 2 Smooth Star oor panel details o a
3 Fiber Classic door panel details UY
q Classic Craft door panel details @
p 5 Smooth Star si eli a panel details and glazing details
6 Fber.Clossic sidelite panel details and glazing etal s ^a F
7 Classic Craft sidelite panel details and glazing details JIT
o �
8 Elevations HiAX OVERALL MAX DESfGNPRESSI)RE:,(PSF) ^z n
9 Horizontal cross sections FRAME= [)L O DATE: 8121112 i
10 Horizontal cross sections DIMENSION DIh1ENSfOIs[, MOW NEGo
15 11 Vertical cross sections scaE. N.T.S.
12 Vertical cross sections 74A"x 98.0" N/A + DWe er: Jk m
13 Buck anchonn 50.� -50.0
14 Frame onchonng cNK NG LFS 3
15 Astraga details 1.50.75"x 98.0" 21.00"x 78.75" +50.0 _50.0 o umNc No.: w
n FL-15037.4
16 Bil o M.
an components
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BOTTOM RAIL
c;
(COMP.) I
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DRAVANG NO,
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DATE 8121112
SCALE N.T.S.
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DRAWING NO.:'
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VERTICAL CROSS SECTION DRAWING NO.:
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$ PRODUCT: 0-.7 Pnpared By: ^� 808EOF
THERMA TRU Lyndon F. Schmtdj�/ �i ••''•.Ro1Lo.'.�'��n+, 5
(n Z N l 1 `Ic P.E. No. 43409
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PART OR ASSEMBLY: / BUILDING CONSULTANTS, INC.
� V N X rn 1 1 IS 15 UPDATE TO 5TH ED. 2014 FHC LFS r��/I�P.O. Box 230, VaiNco, FL 33595
m ^' NO DATE BY ELEVATIONS vv Phone No.: 813.659.9197
REVISIONS F13PE CA No. 9813
C 2012 R.W.BUILDING CCND-ANTS INC.
IIII
INTERIOR 29 L D C N E 1.5"MAX.
24
40 41 42 E * �gu x
24 ' MIN. W'sj z 610 Z m
• �� � i��, fffjjj o m
k u
INTERIOR d4o �```?i o m
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z m 1.5"MAX. oz o z u
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EXTERIOR I E MIN. u wg 9 o on.
r man.
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EXTERIOR ;z
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L EXTERIOR INTERIOR _ 3``a
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(TYP.) C B E N ,. 6 VERTICAL CROSS SECTION C
1-11N.MIN. 9 Outswin configuration
EMB.(TYP.) 4 9l16"lamb D > >o
w
v)
1 HORIZONTAL CROSS SECTION /��HORIZONTAL CROSS SECTION EXTERIOR INTERIOR
9 Inswing configuration shown 9 Oulswing configuration x oir
0 tswmg also approved 4-9/16"jamb o oU
VERTICAL CROSS SECTION
C 0 E 9 Outswing configuration a =
6 9/16`tamb12 a a
INTERIOR 29 24 E 0 C m
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NW�,
INTERIOR
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INTERIOR
EXTERIOR U�1 R
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C A E N EXTERIOR z
1-1/4"MIN. DATe 8121112 EMB.(TYP.)
3 tt HORIZONTAL CROSS SECTION 4- HORIZONTAL CROSS SECTION owc. JK m
9 Inswing configuration shown W/1 X Buck 9 %swing configuration
HORIZONTAL CROSS SECTION SECTION C'"•B"' LFS 3
OutswIng also approved 6-9/16"jamb 9 Outswing configuration oNavnNa No N
6-9/16"Jamb FL-15037.4 n
sNEET 9 Or 16
uru
NOTE �,.•••....
1. Sidefite oss'y fastener.6"from each �' m
end and 6 more screws equally
spaced between(8 screws total z' O^z n
m
perjamb). �'�.• m
y'•.
I
0.0
Xzdm6C4v xzd
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40 41 42 � a z
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50 51 52 K 4 40 41 42 24
f) 24 L 50 51 52
EXTERIOR N
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INTERIOR INTERIOR
F7
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9 10 Outswngconfiguraflonshown 10 Outswngconfigurafionshown 1Q Outswngconfigurotionshown �Q
Inswing also approved Inswing also approved Inswing oko approved i
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scar: N.T.S.
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40 41 42 � 40 41 42 1
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EXTERIOR INTERIOR F ��
EXTERIOR INTERIOR `�W
S� E W In
F=
1 VERTICAL CROSS SECTION r VERACAL CROSS SECTION `
11 Outswing configuration shown 11 Shown w/1 X sub-buck oo
Inswing also approved Outswing configuration shown
Inswing also approved a a
s
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12 Outsw ng confguration 1.SideSte assy fastener.3'from each 1Y Insw ng configuration
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1. Concrete anchor locations at the comers may be adjusted to maintain the min. o
edge distance to mortar joints. '
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a
e maintain the min.edge distance to mortar joints,additional concrete anchors a
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3. Concrete anchor table:
M1N CI,EA(tAN.f MIN CLEARANCE' a
ATICHOR ANGNOjt JY MIN ;iO MASONRY TO ADJACENT
7YPE SIDE. L�M9LbMENT :
.. ...... .... ................ ..:........:Eons .......ANctiox...... o D
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ITW ® T/a" 1.1/a" Z. 4"
TAPCON DATE: 8121112
=
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ULTRACON 1/a" 1-1/a 1" 4"
DWG.BY: JK m'
WOOD SCREW INSTALLATION NOTES: CHK.Dr: LFS 3
€ 1.Maintain a minimum 5/8"edge distance,I"end dstance,&1"o.c.spacing of DHAIMND NO.:
N
wood screws to prevent the splitting of wood. FL-15037.4 0
SHEET 13 OF 16 N
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L DETAIL 1 _ — — I 49/16"JAMB�AIL 1 — i���tilt*1N %%%%% •N
MASONRY TYP.HEAD z d m 6
MASONRY TYP.HEAD& OPENING &JAMBS 0 N =
OPENING JAMBS _ D 6-9/16"JAMB d 9 9 m K Z
d DIRECT TO 15
X _ g r o L 2 m c V
— 4-9/16"JAMB I — FRAME MASONRY v V a N g 9 o o a
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FRAME 6-9/16"JAMB D v 0 a a
— DIRECTTO — 4-9/16"JAMB ao E cz N
MASONRY 6-9/16'JAMB 0 S �a
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2X BUCK — TYP SILL 2X BUCK I TYP SILL MASONRY
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SEE DETAIL 2 I SILL x
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,••.� t t t t l 1 t t t t t t l w N
4-9/16"JAMB N DIRECT TO
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FRAMEANCHORING 6-9/16"JAMB 0 ~
DIRECT TO a a
o MASONRY N m
1X BUCK H 29
2X BUCK L 28
24 a
o ASTRAGAL I( N
DETAIL 2 BOLT HOLE ut
OutOutt-ng ASTRAGAL d z
o DETAIL BOLT HOLE 24 w v0—i
CONCRETE ANCHOR NOTES: Inswing w w
1.Concrete anchor locations at the comers may be adjusted to maintain the min. HINGE DETAIL 6,z z °
_ edge distance to mortarjoints. D N x=
2 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to K a O ¢
c maintain the min.edge distance to mortarjotnts,additional concrete anchors DIRECT TO a
c may be required to ensure the"MAX.ON CENTER•dimension are not exceeded. MASONRY N 27 = _
3.Concrete anchor table: m
ANGN9R ANCHOR AA1N MIN CLEARANCE b11N CLEARANCE IX BUCK (; zv ^a F
TO MASG NRY TO ADJACENT 26 LATCH&DEADBOLT DETAIL
aYP>i SITE EMBEDMENT aNCHlSk..._s 2X BUCK K SEE HINGE
5 .... ........
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I1W ® 1/4" 1-1/4" 2" 4" DETAIL z o
a TAPCON DAM8 21/12 i
ELCO ® 1/4" 1-1/4" 1" 4" scua: N.T.S.
ULTRACON
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TAPCON aK BY.. LFS
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D sCREW INSTALLATION NOTES: DETAIL 1 DRAWING NO.:
g 1.Maintain o minimum wEr-edge distance,t-end distance,&I"o.c.spacing of n
HINGEJAMB ASTRAGAL FL-15037.4 0
woodscrews to prevent the spfit}tng of wood. sNccr 14 or 16 9
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No.43409
Tk
vy P PRODUCT: Documma Pnpana By. MM OF .!
r i THERMA TRU Lyndon F. Schmidt i •••'••.R,OF00�: 4
I " m P.E. No. 43408 G7� `
PART OR ASSEMBLY: •/l7s�� BUILDING CONSULTANTS, INC.
In 1 1 15 15 UPDATE TO STH ED. 2014 FBC LFS r/1, P.O. Box 230,Valrico• FL 33595
NO DATE BY ASTRAGAL DETAILS Phone No.: 513.659.9197
REVISIONS FBPE CA No. 9813
0 2012 R.W.9111LDIND ODN91lLTANT9 INC.
urn
BILL OF MATERIALS �S�C• �i
ITEM 9 DESCRIPTION MAIFRLIL r?••••$• �•• u01i
A IX BUCK SG>=0.42 WOOD 4.563'
B 2X BUCK SG>=0.42 WOOD r �N4 z
v
C 1/4"MAX.SHIM SPACE N I'll, .•. c in"r
D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL — ll, ....• ; o m m
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI rr I �..I/Irr*jlru
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE o !--2,36"--{� j\$n z
F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL o 9 z a 2°
G 3/16'x 3-1/4"PFH ITW CONCRETE SCREW STEEL I HEAD a SIDE t g w .w
H I/4"x 3-1/4'PFH ITW CONCRETE SCREW STEEL
1 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL
ci
J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL - a=
K #8 X 2-1/2"PFH WOOD SCREW STEEL S a
L #10 X 2-1/7'PFH WOOD SCREW STEEL o
M #9 X 2-1/2"PFH WOOD SCREW STEEL
1 HEAD AND SIDE JAMB(PINE)SG>= WOOD
7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM
11 #10X1-1/7'PFHSCREW STEEL <_�
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12 #10 X 2"PFH WOOD SCREW STEEL II z
1S THRESHOLD OUTSWING ALUM./WOOD 4.563" —{ m �a
22 1 NSWING SIDELITE ADAPTER STEEL N o�
23 OUTSWING S15ELITE SPACER STEEL 18 OUTSWING
26 ASTRAGAL STRIKE PLATE STEEL Threshold ?I o m
27 LATCH STRIKE PLATE STEEL
28 DEADBOLT PLATE STEEL a a
29 4"X 4"HINGE STEEL 5.83" m
32 DOOR BOTTOM SWEEP PVC t.68"--{
33 INSWING THRESHOLD ALUM./WOOD
40 FIBERGLASS DOOR PANEL-SMOOTH STAR -
41 FIBERGLASS DOOR PANEL-FIBER CLASSIC
42 FIBERGLASS DOOR PANEL-CLASSIC CRAFTtn
ry
3 46 ASTRAGAL ALUM. w o
Q
47 ASTRAGAL FLUSH BOLT STEEL vH
48 ASTRAGAL FLUSH BOLT RETAINER STEEL 33 INSWING
50 FIBERGLASS SIDELITE PANEL-SMOOTH STAR Threshold Q
51 FIBERGLASS SIDELITE PANEL-FIBER CLASSIC
52 FIBERGLASS SIDELITE PANEL-CLASSIC CRAFT CL
86 1 X MULLION(SG,>=0.42) WOOD �2.193"� ' m
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z T � DnrF: 8121112 i
T sruE: N.T.S. o
5
23 OUTSWING SIDELTE 22 INSWING SIDELURE DWG_BY. JK m
Spacer Adapter CHw BY. LFS 3
DMANG NO--
FL—15037.4 0
SHEET 16 OFL6 "
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