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Product Aooroval Menu>Product or Application Search>Application List>Application Detail
FL# FL5891-R6
Application Type Revision
RECEIVED
Code Version 2017
Application Status Approved JUL 3 0 20
19
Comments ST. Lucie County, Permitting
Archived -
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 1.18 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 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 the Lyndon Schmidt, P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
A AV-111k Validated By Ryan J. King,P.E.
J Validation Checklist-Hardcopy Received
Certificate of Independence FL5891 R6 COI (a)Certificate of Independence.r)df
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
ASTM E331 2000
U. TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr app dti_aspx?param-ivGEVXQwtDauw6mP(Zho°/2fnriRrn%Ato-i A^i—u 1-=^+ter+--�•� ^
1125/2018 Florida Building Code Online
Product Approval Method Method I Option D
Date Submitted 10/17/2017
Date Validated
-Date Pending FBC Approval 10/22/2017
Date Approved 12/12/2017
Summary.of Products
FL Model, Number or Name Description
58,91.1 a."FiberClassic" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5891 P6 II (a)Inst 5891.1.pd
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other. See INST 5891.1 for Design Pressure Ratings by FL5891 R6 AE (a) Eval S891.1.Dd
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions, (For FiberClassic doors,this product
approval requires the use of"I"part numbers for these doors,
which have been stained or painted within six months of
installation.)_.
Outswing Configuration
5 .2 b."SmoothStar" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or
Limits of Use Installation Instructions
Approved fo use in HVHZ: No FI P6 IT (a) Inst 589I.2.pd
Approved r use outside HVHZ:Yes Verified By: Lyndon Schmidt, P.E.43409
gesistarnt:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 5891.2 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.2.odf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions. (For SmoothStar doors,this product
approval requires the use of"I" part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.3 c. "ClassicCraft" 6'8 "Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5891 R6 II (a)Inst 5891.3.i2d
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt, P.E.43409
Impact Resistant:Yes. Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 5891.3 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.3.pd
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
Installation instructions.
5891.4 d. "FiberClassic" 8T"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ* No FL5891 R6 IL-(a)Inst 5891.4.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt, P.E.43409
Impact Resistant:,Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 5891.4 for Design Pressure Ratings by FL5891 R6 AE (a) EVal 5891,4.odf
specific'Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions. (For FiberClassic doors,this product
approval requires the use of"I"part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.5 "SmoothStar" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5891 P6 II (a)Inst 5891.5.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 5891.5 for Design Pressure Ratings by FL5891 R6 AE (a)Eval 5891.5.odf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions. (For SmoothStar doors,this product . I
Ottps:l/www.floridabuilding.org/pr/pr_appjtl.aspx?param--wGEVXQWtDquw6mOlZho0/`2fnciRr.OWkI A.'m,flj
1/25/2018 Florida Building Code Online
approval requires the use of"J"part numbers for these doors, I
which have been stained or painted within six months of
installation.)
5891.6 f. "ClassicCraft" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use
Approved for use in HVHZ: No FL5891 R6 II (a)Inst 5891.6.Ddf
Approved for use outside HVHZ:Yes Verified-By: Lyndon Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 5891.6 for Design Pressure Ratings by FL5891 R6 AE a Eval 5891.6. df
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions.
Bid: rtert
Contact Us::2601 Blair Stone Road,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:
MA cLrec-
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquw6mPlZhDg/`2fndRr.nWkl RnicZ1u 1n17.Vi i.,,,nn01'aA _._
37.59"MAX.O.A.
THERMAN U FRAME WIDTH V 6
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THEPWA TRU DOOPS
I I B INDUSTRIAL DR_ EDGERTON, OH 4351 7 �PANELWIDTH Ili%\Nib i6;d
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"SMOOTH STAR" 14
FIBERGLASS SINGLE DOOR
INSWING/OUTSWING
"IMPACT"
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GENERAL NOTES
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1. This product has been evaluated and is in compliance with the 6th Edition(2017) 5
Florida Bilicling Code(FBC)structural requirements excluding the"High Velocity
Hurricare Zond'(HVHZ).
2. Productonchors;shall be as listed and spaced as shown on details.Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. When wed in areas requiring wind borne debris protection this product complies
With FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant
covering.This product meets missile level"D"and excludes Wind Zone 4 as defined
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o in ASTM-1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1.
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4, For 2x stud framing construction,anchoring of these units shall be the some as that �
shown for2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineeing analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEEr# DESCRIPTION
I elevations,design pressures&general notes
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I TypicaSWING FRAME z ❑
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Do.,
ill details '..ros
N3 Horizontal cross sections PliME 0AM 4/23/08
Sam- N.T.S.
4 Vertical cross sections INSWING 37.59"x 82.19" +67.0 -67.0
5 Dwal BY. AL
construction —
5 Buck and frame anchoring-2X buck masonry
6 Frame anchoring-1 X buck masonry construction OUTSWING 37.59"x 80.69" +67.0 -67.0 C"r-BY.. LFS
7 Bill of Materials&Components
9 9 1
EFL-5891.2
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REVISIONS FBPE CA. No. 9813
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i x PRODUCT: Documanle Pnparod ey: 8TAIE OF
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I� NO DATE CROVERSS SECT10N5 ++ Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
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BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGEJAMB w o 0
Masonry 2X buck consiruction �c o
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CONCRETEANCHOR NOTES: o c"0
1. Concrete anchor locations at the comers may be adjusted to maintain the min. '
o edge distance to mortarjoints. w
g 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 0 0
maintain the min edge distance to mortarjoints,additional concrete anchorsi
amay be requiredto ensure the"MAX.ON CENTER"dimension are not exceeded. 9 ^a N
3. Concrete anchor fable: L 28 O K ^w^
12 ANCHOR,; ANCHOR MIN MIN CLEARANCE MIN CLEARANCE; 10
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TYPE SIZE EMBEDMENT TO MASONRY MAN
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EDGE.= .....
""ANCHOR' �� K M N Z o
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TAPCON 1/4" 1-1/w, 2 4 sGAM N.T.S. °
W ELCO 1" –/ DWG.BY: AL m'
ULTRACONe 1/4" 1-7/4" 4" — cHK.BY: LFS 3
WOOD SCREW INSTALLATION NOTES: DRAWiNc No.:
I.Maintain a minirnum 5/8"edge distance,I"end distance,&1"o.c.spacing HINGE DETAIL LATCH&DEADBOLT DETAIL FL-5891.2 0
n o
of wood screws to prevent the splitting of wood. sHeer 5 or 7 "'
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STRIKE JAMB FRAME ANCHORING HINGE JAMB
Masonry IXbuck construction w w o 0
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CONCRETE ANOIOR NOTES: F
1. Concrete anchcrlocations at the corners may be adjusted to maintain the min. w w
edge distance b mortarjoints. Q
g 2. Concrete ancha locations noted as"MAX.ON CENTER"must be adjusted to 9 >j d
maintain the min.edge distance to mortarjoints,additional concrete anchors H N E
amay be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3. Concrete anchcr table: — ^N o
MIN.CLEARANCE "MIN CLEARANCE'
ANCHOR A4CHOR MLN !TO MASONRY 70 ADJACENT ro N—o
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TYPE SIZE EMBEpMENf Z a
:: .. EbGEi ANGHORt.::';t' onre:
4123108
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TAPCON®
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~ TAPCON® 3/16" 1-1/4" 3" �/2„
HINGE DETAIL CHK.BY. LFS ;
� WOOD SCREW NSTALLATION NOTES: oruvnNc"o.:
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1.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing FL-5891.2 0
n of wood screwsto prevent the splitting of wood. sxecr 6 or 7 "
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BILL OF MATERIALS
ITEM DESCRIFTION MATERIAL Z M
A 1X BUCKSG>=0.55 WOOD Nt ai T�e
m
B 2X BUCKSG>=0.55 WOOD &m
C NM.IPSHIM SPACE WOOD �'��y'' ........ ,�'S uOi
D 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL c3 ////' *t%% , z o m d
E MASONFY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE i. o n =
U N
301 OR FOLLOW BLOCK CONFORMING TO ASTM C90 � II o o Q
G 3116"X 31/4"PFH ITW CONCRETE SCREW STEEL o Fes—2.36" -I� F e E o ?m o v
H 1/4!'x 3•l/4"PFH ITW CONCRETE SCREW STEEL o o g 9 6 `o a
J 114'X 3-1/4"PFH ITW CONCRETE SCREW STEEL HEAD 8 E o n �,r M IL
K #8 X 2-17'PfH WOOD SCREW 1.15"MIN.EMBEDMENT STEEL 19 20 Jamb E `o 6
L #10 X 2'PFH WOOD SCREW STEEL 8
7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM
8 LONG REACH COMPRESSION WEATHERSTRIP FOAM
9 4'X W HNGE.097'THK. STEEL
10 #10 X 3!1"PFH WOOD SCREW STEEL
17 KWIKSET ilGNATURE SERIES PASSAGE LOCK STEEL o ¢�
18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD co
19 HEADER IAMB PINE,S.G.>=0.42 _ WOOD <'n �i
20 SIDE JAhB PINE,S.G.>=0.42 WOOD
21 KWIKSETiIGNATURESERIES 780DEADBOLT STEEL
lz 27. LATCH SRIKE PLATE STEEL I. 4.62" –I I o m
28 DEADBO-T PLATE STEEL
32 DOOR BOTTOM SWEEP PVC a a
33 SELF AD.USTING INSWING SADDLE THRESHOLD ALUM.COMP. IB LOW PROFILE OUTSW/NG BUMP FA
40 FIBERGLASS DOOR PANEL-SMOOTH STAR ' m
41 SS DOOF SKIN.070"MIN.THK.FIBERGLASS BY SMC ^� c%v
THERMA4RU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSI IT?9!
42 TOP RAIL COMPOSITE .r
5 43 LATCH S-ILE LVL WOOD N N
0 44 HINGE SILE WOOD z
45 BOTTOMRAIL COMPOSITE
46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM ' 5.75' �N
47 LOCK BLOCK REINFORCEMENT WOOD a o 0 0 0
NOTE:WOOD/.VL COMPONENTS(PINE,SG>=0.42) L toIL Q-
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G SHEET 7 OF 7 t.NT�
R R W Building Consultants, Inc.
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Consulting and �v��Bvi����uu�y
BCpuBox zm«mricorLsss romuo/34e.9/97
Florida Board of Professional Fneineers Cerlificato oFAuth—;=t;—14—9013
port --TL489J.'2
Date.- 017
Product
Category Sub Category Manufacturer Product Name
Swinging Therma Tru Corporation TO"x 6*8"
Exterior Exterior Door 118 Industrial Drive "Smooth Star"
Doors Assemblies Edgerton,OH 43517 Fiberglass Single Door
Scope: This isoProduct Evaluation report issued byRW Building Consultants,Inc.and Lyndon F.Schmidt,P.Efor Therma Tru
Corporation based on Rule Chapter No.61G20-3,Method 1Dof the State of Florida Product Approval,Department of
Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt, P.E.du not hovo ncxwj||acquire financial interest/n the company
manufacturing ordistributing the product urinany other nndfty invokmdinthe approval process ofthe product named
herein..
Limitations:
1- This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements
excluding the"High Ve|ucitvHurricane Zone"(HVHZ).
2. Product anchors shall beas listed and spaced as shown on details.Anchor embedment to base material shall hebeyond wall dressing
or stucco.
3. When used in areas requiring wind bome debris protection this product complies with Secfion 1609.1.2 of the FBCand does not
require an impact resistant covering.This product meets missile level"D"and excludes Wind Zone 4 as defined in ASTM El 996 and .
Section 1OU8.1.22ufthe 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 FL5891.2 require further engineering analysis byalicensed engineer or
registered architect.
8. See drawing FL-5@91.2 for size and.designpressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
ETC 01-741-10700.0 TAS 202-94 ETC Laboratories Wendell YKHaney,P.E.
TEL 01461612 ASTM E38O-l2'E331'OO Testing Evaluation Laboratories \(K.Wright
ASTM E1O80-O5.E1996-09
2. �������� Sic
No.FL-5891.2 RVVBuilding Cpnookants.Inc.(CA#S81u) Lyndon ESchmidt,P.E.
2. Calculations Prepared by Signed&Sealed by
mnocn
AnnhoUnQ RVVBuilding Consultants,Inc.(CA#9813) »° �U ag, Lyndon F.Schmidt, P.E
Quality
'
Certificate of Participation issued by National Accreditation and
Management Institute,certifying that ThannoTru Corporation io
manufacturing products within equality assurance program that complies
with ISO/IEC 17O2Oand Guide 53.
' '^xemn:xyV1`^ Lyndon ESchmidt,P.E.
. FLPENo.434O8
`.
10/17/2017
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