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Procuct Annroval Menu>Product or ADolication Search>Application list>Application Detail
FL# FL10537-R2
r J
Application ype
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@rwbidgconsultants.com
Authorized Signature Rick Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category CEDeg,stered
Subcategory
Compliance Method chitect 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.
Validation Checklist-Hardcopy Received
Certificate of Independence FL1D537 R2 COI CERTIFICATE OF INDEPENDENCE.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM E1300 1998
ASTM E84 2000
ASTM G26 1995
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL10537 R2 Ecluiv OF STANDARDS.pdf
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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 01/28/2015
Date Validated 02/02/2015
Date Pending FBC Approval 02/04/2015
Date Approved 04/15/2015
Summary o
FL# Model,Number or Name Description
10537.1 a."FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door-(X)Inswing or
"ClassicCraft"or"ClassicCraft Outswing Configuration
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.1.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 10537.1 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.1.odf
sp el and for any other additional use limitations Created by Independent Third Party:Yes
and installation
10537.2 b."FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelite-
"ClassicCraft"or"ClassicCraft (OX or XO)Inswing or Outswing Configuration
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10537 R2 TI Inst 10537.2.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 10537.2 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.2.odf
specific Model and for any other additional use limitations Created by Independent Third Party:Yes
and installation instructions.(Note-ASTM E1300-98 utilized
for areas inside the HVHZ)
10537.3 c."FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelites-
"ClassicCraft"or"ClassicCraft (0X0)Inswing or Outswing Configuration
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10537 R2 11 Inst 10537.3.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 10537.3 for Design Pressure Ratings by F�10>37_g2 AE Eval_1Q537.3,pdf
specific Model and for any other additional use limitations Created by Independent Third Party:Yes
and installation instructions.(Note-ASTM E1300-98 utilized
for areas inside the HVHZ)
10537.4 d."FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door-(XX)Inswing
"ClassicCraft"or"ClassicCraft or Outswing Configuration
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10537 R2 11 Inst 10537.4.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 10537.4 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.4.0f
specific Model and for any other additional use limitations Created by Independent Third Party:Yes
and installation instructions.
10537.5 e."FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door with Sidelites
"ClassicCraft"or"ClassicCraft -(OXXO)Inswing or Outswing Configuration
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.5.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 10537.5 for Design Pressure Ratings by FIA 05.37 R2 AF.. Eval 1.0537.5.ndf
specific Model and for any other additional use limitations Created by Independent Third Party:Yes
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Florida Building Code Online Page 3 of 3
and installation instructions.(Nate-ASTM E1300-98 utilized
for areas inside the HVHZ)
Badt Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
secufltvmt vitic,
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtfYBJ2`/`2fN47I... 2/25/2016
THERMANTRU"
THERMA TRU ®® ® RS =_N j Z * 914 �rn
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1 1 B INDUSTRIAL DR., EDGERTDN, ❑H 4351 7
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SMOOTH STAR, FIBER CLASSIC
FRAME P �;,`,s z o m o
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CLASSIC CRAFT & CLASSIC CRAFT RUSTIC �PANELWIDTH---
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INSWING/OUTSWING N a " m a ani
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GENERAL NOTES
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1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)
structural requirements including the"High Velocity Hurricane Zone"(HVHZ). w o
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2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material z oo
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3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not wo
require an impact resistant covering.
4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with 0 a w
Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile
level"Wand includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. DO
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5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck '0:
LL masonry construction.
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6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect. N
OVERdLI D,ES/GN PRESSURE(PST}: rn
# DOOR TYPF SWING FRAME ? z
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K 7, Outswing configurations using coastal sill item 44 meet water Infiltration requirements for"HVHZ". t3fMENS10N„ 1!OSlT1VE s NL GATIVE� 0 N
8. Inswing configurations and outswing configurations using threshold item#5 do not meet the water infiltration INSWING 37.75"x 82.25" +75.0 -75.0 2,9
requirements for the"HVHZ"and shall be installed only in non-habitable areas or at habitable locations SMOOTH
protected by ang 0 overhang or canopy such that the angle between the edge of canopy or overhang to sill is ww
OUTSWING 37.75"x 80.75" +80.0 -80.0 0
less than 45 degrees. a
TABLE OF CONTENTS
INSWING 37.75"x Sa.2s' +100.0 -100.0
SHEET# DESCRIPTION CLASSIC n a
CRAFT w N o
1 Typical elevations,design pressures&general notes OUTSWING 37.75"x 80.75" +100.0 .100.0 –N m'
2 Door panel details(Smooth Star) w^o 0
3 Door panel details(Classic Craft) CLASSIC INSWING 37.75"x 82.25" +90.0 -90.0 z a
4 Door panel details(Classic Craft Rustic) CRAFT wm 2/24/09 °z
5 Door panel details(fiber Classic) scAIE: N.T.S. °
RUSTIC OUTSWING 37.76'x 80.75" +90,0 -90.0
2 6 Horizontal cross sections DWG.BY. AL m'
7 Vertical cross sections INSWING 37.75"x 82.25" +75.0 -75.0 CHK.BY: LFS
8 Buck and frame anchoring-2X buck masonry construction FIBER DRAWING NO.: rY
n 9 Frame anchoring-1X buck masonry construction CLASSIC FL-10537.1 0
OUTSWING37.75'x 80.75- +80.0 -80.0 a
10 Bill of materials&components SHEET t or 10 N
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DETAILA•A DRAWING
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NOTE WOODAVL COMPONENTS:PINE(SG>=0.42( 61 0
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N..43409 :*
`^ a PRODUCT: Documents Prepared B BTA7E OP
'a
r j THERMA—TRU Lyndon F. Schmidt i �OFpD... •����
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to I o < \ FIBERGLASS DOOR P.E. No. 43409 A,t1
o 0 .. r --Zi a 2 1 28 15 UPDATE TO 5TH ED. 2014 FBC �JKPARFOR ASSEMBLY: BUILDING C0i1 2 27 12 UPDATE 70 2010 FBC HORIZONTAL PRw .O. Boz 230, VnlNeo, FL 33595
O DATE CROSS SECTIONS Phone No.: 813.659.9197
REVISIONS 'Phone
CA No. 9813
0 20139 R.W.BUILDING 00NBII1--INC.
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B z } INTERIOR EXTERIO�i ;rrii p` `` ,� o m z
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EXTERIOR INTERIOR EXT OR INTERIOR "
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1 VERTICAL CROSS SECTION 2 VE L CROSS SECTION tj-'�VERTICAL CROSS SECTION �3 wcn
7 Ouiswing shown-inswing 7 Shown w uck 7 Outswing configuration w
also approved see general notes,sheet 1
for"HVHT'water Infiltration w
requirements ; O
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EXTERIOR INTERIOR EXTERIOR INTERIOR
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30 40 30 40 INTERIOR EXTERIOR H
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DATE: 2/24/09 2
SCALE. N.T.S. a
`e VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION Cwc.By. AL m
f Inswing configuration 7 Inswing configuration 7 Outsw ng configuration CHK.BY: LFS
see general notes,sheet 1 see general notes,sheet 1 see genera3 notes,sheet 1 DHAMANG NO.: P
for"HVHT'waterInfiltration for"HVHT'waterInfiltration for"HV HT'waterinfiltration FL-10537.1 °o
requirements requirements requirements H
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SHEET_L OF 10
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MASONRY MASONRY a MASONRY JAMBS a LLv m a a�i
OPENING OPENING ` OPENING E Oz p�
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BUCK ANCHORING BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB
DP<=80 psf 80<DP<=100 psi Masonry 2X buck construction
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c CONCRETE ANCHOR NOTES: h N
1. Concrete anchor locations at the comers maybe adjusted to maintain the min. fi
edge distance to mortarjoints.2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted tomaintain the min.edge distance to mortarjoints,additional concrete anchors >may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 16 3 Concrete anchor tableANCHOR ANCHOR ' MfN: MIN.CIEARANC� MCLEARANCE; D ^? EMaLwAiNt 70 MASONRY 70 ADJACENL'ANCHORi 12 N
TAI CON® 1/4" 1-1/4" 2" 4" DATE: 2/24/09 0
SCAM N.T.S.
F ULT"CoRACT/4" 7-1/4" 1" 4" HINGE DETAIL LATCHdDEADBOLTDETAIL DWG.BY: AL m'
€ WOOD SCREW INSTALLATION NOTES: CHK.BY: LFS
DMWNGNO.:
I.Maintain a minimum 518"edge distance,1"end distance,&i"o.c.spacing of m
� a wood screws to prevent the splitting of wood. FL-10537.1sHEEr__L or-Lo-10
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TYP.HEAD �(I`�`
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CONCRETE ANCHOR NOTES: N
1. Concrete anchor locations at the comers may be adjusted to maintain the min. FI F F
R edge distance to mortar joints. L
` 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a a
maintain the min,edge distance to mortarjoints,additional concrete anchors 12 12 110 z
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.3. Concrete anchor table•ANCHOR. ANCHOR MtN MIN CLEARANCE MIN CLEARANCETYPE SIZE .: EEdME1iQAOJACEN7 14 0.. .:...T . GQR : 12 m
a ITW DATE: 2/24/09 0
o 1/4" 1-1/4" 2" 4"
w TAPCON SME: N.T.S.
HINGE DETAIL 9
2 1TW 3/16" " " 1.1/2" DWG.BY: AL m
TAPCON® 1-1/43
cHK.BY: LFS 3
WOOD SCREW INSTALLATION NOTES: D avnNc No.: If
1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of FL-10537.1 0
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wood screws to prevent the splitting of wood. sr+eEr 9 or Lo
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BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL ITEM DESCRIPTIONMATERIAL
A 1X BUCK SG Z 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS In
B 2X BUCK SG 2 0.55 WOOD 31 DOOR SKIN 0.095"THK. CC RUSTIC)Fy=6,000 PSI MIN. FIBERGLASS
C MAX.1/4"SHIM SPACE 32 TOP RAIL(CLASSIC CRAFT RUSTIC) WOOD —V'` ; * •Q—
D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL 33 LOCK&HINGE STILE CLASSIC CRAFT RUSTIC WOOD/LVL Z p z 'O
�'
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 34 BOTTOM RAIL CLASSIC CRAFT RUSTIC) COMP. �'.��•'• �yg� A CO-
............
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 35 PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT RUSTIC STEEL 'moi `�``�1 'n
G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 36 FOAM COREPOLYURETHANE �fiII it1+ $N m d
H 1/4"X 3-1/4"ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS \ a o .z°
J 1/4"X 3-3/4"TW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065'THK.(SMOOTH STAR)Fy=6,000 PSI MIN. FIBERGLASSeg E W i m o"
L #10 X 2-1/2'PFH WOOD SCREW STEEL 42 TOP RAIL SMOOTH STAR) COMP. ` a rn� m a a
1 INSWING ADJUSTABLE THRESHOLD(IS300AJ) ALUM./WOOD 43 LOCK STILE(SMOOTH STAR) WOOD/LVL .
2 INSWING THRESHOLD(15300HP5) ALUM./COMP. 44 HINGE STILE(SMOOTH STAR) WOOD
3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD(ISP30M) ALUM./COMP. 45 BOTTOM RAIL SMOOTH STAR) COMP. =u1 (�
4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR STEEL J d V a
5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE
6 INSWING THRESHOLD ALUM./COMP. 50 CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS
7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095'THK.(CLASSIC CRAFT)Fy=6,000 PSI MIN. FIBERGLASS
8 JAMB PINE SG>=0.42 SMOOTH STAR,FIBER CLASSIC WOOD 52 TOP RAIL CLASSIC CRAFT COMP. �~
9 JAMB(OAK)SG>=0.67(CLASSIC CRAFT&CC RUSTIC) WOOD 53 LOCK STILE CLASSIC CRAFT) WOOD/LVL �z
10 WEATHERSTRIPFOAM 54 HINGE STILE(CLASSIC CRAFT) WOOD/LVL I Lna
11 HINGE STEEL 55 BOTTOM RAIL CLASSIC CRAFT
COMP.
12 #10 X 3/4"PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT STEEL �m
13 #9 X 3"PFH WOOD SCREW STEEL 57 FOAM COREPOLYURETHANE �I M , Co
14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS o 0
15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.065'THK.(FIBER CLASSIC)Fy=6,000 PSI MIN. FIBERGLASS a
16 #8 X 2-1/2"PFH SCREW STEEL 62 TOP RAIL(FIBER CLASSIC) COMP.
17 #8 X 3/4"PFH SCREW STEEL 63 LOCK STILE FIBER CLASSIC WOOD/LVL m
18 KWIKSET PASSAGE LOCK-SIGNATURE SERIES STEEL 64 HINGE STILE FIBER CLASSIC) WOOD
19 KWIKSET DEADBOLT-SIGNATURE SERIES(980) STEEL 65 BOTTOM RAIL(FIBER CLASSIC) COMP.
66 PANEL REINFORCEMENT 0.023"THK. FIBER CLASSIC) STEEL
67 FOAM CORE POLYURETHANE N o
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DRAWING NO.:
S Outswing standard 6 Inswing 9 8 Jamb FL-10537.1 as
max. p rating=+/-50.0 psf n
SHEET 10 OF I Q
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 Ceni6cate of Authorization No.9813
Product tl!Report RetFL-10537.4
Date.
Product Sub Category Manufacturer Product Name
Category
Exterior Swinging
Therma-Tru Corporation Smooth Star,Fiber Classic,Classic Craft and Classic
Exterior Door 118 Industrial Drive Craft Rustic Fiberglass Double Door
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.(System ID#
1998)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
including 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 the"HVHZ"this product icomplies with Section 1626 of the Florida Building Code and does not require an impact
resistant covering.
4. When used in areas outside of the"HVHZ"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 products meets missile level"D"and includes Wind Zone 4 as defined in
ASTM E1996 and Section 1609.1.2.2 of the FBC.
5, For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-10537.4 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations using coastal sill item#4 meet water infiltration requirements for"HVHZ".
8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the
"HVHZ"and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the
angle between the edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL-10537.4 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL-01460336-A,B,C ASTM D635-03,ASTM D1929-96 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
ASTM D2843-99
STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks,VP Operations
15427-107362 ASTM E84-00a Omega Point Laboratories William E.Fitch,P.E.
ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing,Inc. Joseph A.Reed,P.E.
TEL 06-1031-2 TAS 201-94,TAS 201-94.TAS 203-94 Testing Evaluation Lab.,lnc. Wendell W,Haney,P.E.
2. Drawing No. Prepared by Signed&Sealed by
No.FL 10537.4 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) , w Lyndon F.Schmidt,P.E.
4. 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 z:,
with ISO/IEC 17020 and Guide 53.
a ;$ Lyndon F.Schmidt,P.E.
FL PE No.43409
1130/2015
Sheet 1 of 1