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Product Approval Menu> Product or Application Search>Application List>Application Detail
I
f FL st FL5891 115
Application Type Revision � I
Code Version 2014 ,
Application Status Approved i
I ,
Comments
Archived i
Product Manufacturer Therma-Tru Corporation)
Address/Phone/Email 118 Industrial Drive
Edgerton, OH 43517
(419) 298-1740
rickw@rwbldgconsultan�S.com
Authorized Signature Rick Wright
rickw@rwbldgconsultanls.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
I i
Category Exterior Doors
Subcategory Swinging Exterior DoorlASsembllies
0
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 Schmidt, P.E.
i {
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 Hardf`Lopy Received
Certificate of Independence FL5891 R5 COI Certificate of I_ndeoendence.Ddf
Referenced Standard and Year (of Standard) Standard I ' Year
SSTD 12 1999
'TAS 202 i 1994
Equivalence of Product Standards I
Certified By
Sections from the Code I ,
1
I
5/5/2017 Florida Building Code Online
Product Approval Method Method I Option D
Date Submitted 06/13/2015
Date Validated 06/28/2015
Date Pending I=BC Approval 07/05/2015
Date Approved 08/18/2015
Surn-rn.a. !-Tof. Products....
.......... .......... .---._ ...
.. ................... ...... ............
FL# Model, Number or Name Description
3.._._.-_...___....
5891.1 I a. "Fiber-Classic 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or
i Outswing Configuraticin!
Limits of Use Installation Instructions
Approved for use in HVHZ: No i FL5891 R5 Ii Inst 5891.l.pdt
Approved for use outside HVHZ: Yes Verified By: Lyndon SchmidL,1P.E. 43409
Impact Resistant: Yes Created by In'depend,
efit Third Party: Yes
Design Pressure. N/A Evaluation Reports
Other: See INST 5891.1 for Design Pressure Ratings by i FU51991 R5 AE Eval 5891 1.od
specific Model and for any other additional use limitations Created by Independe
nt Third Party: Yes
and installation instructions. (For FiberClassic doors, this
product approval requires the use of"J" part numbers for
these doors, which have been stained or painted within six
months of installation.)
. . ............ ------
5891.2 b. "SmoothStar" 6'8 "Impact" Opaque Fiberglass Single Door(X) Inswing or
Outswing Configuration i
Limits of Use Installation instructions
Approved for use in HVHZ. No FL5891 R5 11, Inst 589 1.2.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt,IP.!E. 43409
Impact Resistant: Yes Created by Jnjdepend6,rit Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 5891.2 for Design Pressure Ratings by FL5891 R5 AIE Eval 5B9 1.�2df:
specific Model and for any other additional use limitations Created by I
dependbrit Third Party: Yes
and installation instructions, (For SmoothStar doors, this
Independent
product approval requires the use of "Y' part numbers for
these doors, which have been stained or painted within six i
months of installation.)
............ .. ........
... .................................. .............................
5891.3 c. "ClassicCraft" 68"Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration:
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5891 R5 11 Inst 5L9'j.3.pdf
Approved,for use outside HVHZ. YesVerified By: Lyndon Schmidt, P.E. 43409
Impact Resistant: Yes Created by In'depend&nt Third Party: Yes
Design Pressure: N/A Evaluation Re' ports
Other: See. INST 5891.3 for Design Pressure Ratings by FL5891 R5 AIE Eval S8
�9 1.�3d f
specific Model and for any other additional use limitations Created by I depend6tR Third Party: Yes
and installation instructions.
5891.4 d. "FiberClassic" 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration+
.......... ---- --
Limits of Use installation Instructions i
Approved for use in HVHZ: No LI-5891 RS Ii Inst 591.4. f
Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt,!P.E. 43409
ated by Independent Party: Yes
Impact Resistant: Yes Cre
Design Pressure: N/A Evaluation 116ports
Other: See INST 5891.4 for Design Pressure Ratings by 1 FL5891 R5 A?E Eval 5821.4.pdf
specific Model and for any other additional use limitations Created by lndepenct661:Third Party: Yes
and installation instructions, (Fo, 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 a. "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 R5 li, Inst 914.21.5.pdf
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 R5 AE-Eval 5891_5-.gh-f
specific Modal and for any other additional use limitations Created by Independent Third,. Party: Yes
and installation instructions, (For SmoothStar doors, this
product approval requires the use of "J" part numbers for i i
these doors, which have been stained or painted within six
months of installation.)
THERMAITRU" 37.59"M _---'- tiv, .. WWF
AX,0,A.
FRAME WIDTH
THERMA TRU DOORS
1-1-6-iNDUSTRIAL I)R.. EDGERT N_01-1 435�1 7 3&W'MAX.
0 .4 pi
—PANEL WIDTH
p 11111111 ttv1 z dm 6
-Z
z U
C
"SMOOTH STAR" CZ
FIBERGLASS SINGLE DOOR
INSWING/ OUTSWING
,IMPACT" '
<
-Z
GENERAL NOTES
< <
[his product has been evoluoled and is in compliance with the 5th Edition Ml 41 Florida Building
t
Code JFBC)structurbi reaulrernents excludinghe"High Velocity Hurricane Zone-(HVHZ).
2. Product anchors mcilbe as listed cnct spaced as shown on details.Anchor ernbedment to base
X
material shcli be beyond wall dressing or stucco.
3. when used in areas reqL;iring wind borne debris protection this product complies with Section
1609.1.2 of the IBC and does no:require an impact resister.;covering.This product meets miss:`e j ll
Y ! I
level"D"and excludes Wind Zone 4 as cefined in ASPr,E1996 and Sec!ior,1609.1.2.2 of the F
IQ; 101
4, For 2x stud framing construction.anchoring of Ihese units shall be the some as that shown!or 2x 1
buck masonry construction. ct
-W
5, Site condiflons that deviate lrorn the details of this drawing reQu,",re furter engineering analysis
by Q licensed engineer or registered crchi!eci.
z
i TABLE OF CONN."
SHEET 0 DESCRIP77ON
i Typical elevations.design pressures&genera!notes OVERALL DESIGN PRESSURE(PSF)
2 Dom p--nef details SWING FRAME 10L A
I1
z 3 Horizonfol cross sections DIMENSION POSITIVE NEGATIVE
wrt: 4/23/08
INSWING 37.59"x 82.19** +67.0 -67.0
4 Vertical cross sections SCAM
5 Buck and fro,ne anchoring-2X buck masonry construction — D.C.61: AL
BiS of Materials&Components OUTSWING 37.59"x 80.69" +67.0 -67.0 LFS
Frame anchoring-IX buck masonry construction
FL-5891.2
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PRODUCT: ` p„numanta Pr.pn„a By: .(�'•. QWlGf ti` .
i ` 9 £ --- THCRMA-TRU Lyndon F'.'Schmidt rQgpp►•.: `�
IN N u FIBERGLASS DOOR '— i•E. No. i3tG9
? N - - BUILDING CONSULTANTS,
o N t C, 2 ii5_UPDATE To 5TH CD.�Ul4 FHC LFS _PART OR ASSEMBLY: CDn,/
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IU In o -- --_ — P-IEJERCLASS DOOR P.E. No. 43409 i 1. Z ...........
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Flho no No, 813,859.9197
V N r in m I 6f 11%12 RVIISED r( 7010 F'fIC_--_--_ ,IK a P-0-43-- 230„Valrico, FL 33595
NO DATE: HORIZONTAL YY
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FIBERGLASS DOOR No, i..340.9 YON,1
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(2014) FOC V (A—) _ EIUIL�)ING CONS
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DATE Pho—�N., 81.3.659.919*7
CROSS SECTIONS
N.. 9813
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/ � •_..._ we _— _e—.;.!_._._ * _ ._�,_ -n_ _-� s..___ - _ ' �_...
v,ASONRY-- -
?PENiNG `'I— ;A A_S -L_I, OPENING I i ;II !.'`_ --
i ! . DZ
E
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FRAME —
I I NZ
iYP.HEAD& `
!If ( ILjjAMBS Q, Oct
{ 2X BUCK- !I I 2X BUCK ?z
1 5 (al �m {
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BUCK ANCHORING STRIXE JAMB FRAME ANCHORING HINGE:AMS
6 .Uosonry 2X buck construction
CONCRETE ANCHOR NOTES: �N
1. Concrete anchor locations v the tamer;mc;/be cdjus:ed to mointain the min. Iafai c
o
edge distance to mortar: ints. Ichl
"MAX.2. Concrete anchor Iocotion'Haled as ON CENTER"must be cdtusted to W
-— -
a mainIcin the min.edge distance Pc moncrtanm cdditioncl concrete anchors N -
c may be required to ensure the".MAX.ON CEN:ER"dimension ore not exceeded.
- \�w
3. Concrete anchor table:
M.1 N.CLEARANCE MTN,CLEARANCE I _ I TSP m
ANCHOTANNCIHok MIN TO MASONRY TO ADJACENT _ 1icij
i TYPEF EMBEDMENT EDGE ANCHOR _ �! Z
77 p WE: 4/23/08 i
TAPCONO ]/4" 7.4/4" 2" 4• I sada: N.T.S.
D.D. AL
ELCO I I i s.: m
2 ULTRACON 1/4- t L/4" t.. 4• -- -L-- -.._.._..f.- -.�----- ct...m: LFS 3
E WOOD SCREW INSTALLATION NOTES:
!.Maintain a minimum 5/8"edge distance. I end distance.B 1"o.c.spacing - HINGE DETAIL _ -LATCH s DEADBOIi DETAIL
..L-589;.2 0 -
a
of wood screws to prevent the splitting of wood. sada 5 or 7
— — O
...
S.IL
07 1i n
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It !it�� _O cy. -
I
MASONRY � i! i'..__ i-.. � ___ \ I� � I` • �a`a a<
II
OPENINGjc
illi � ° S
! � az
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� �28
l x
TYP.FRAME
HEAD a ' -- 27 C o mo
IAMBS -10
I �+ 08
!X BUCK I I I I ^'z wiz• w, zW
I I I i LATCH 6 DEADBOLT DETAIL QI a s
f J
•a �jI � � I gal ?al
cn
cW
I I
! FRAME ANCHORING HINGE JAMB I I�ml Is
/ I STRIKE JAMB J Ioie� ��f
's f Mason,V I X buck
o CONCRETE ANCHOR NOTES: I`Iol iii
m
I
Ccnc:ete anchor locations of the cornea maybe adjusted .,mcln:c:n Lha m^..
2. Concrete nn
edge distance to mortor;otn;s.
achor!ocaties noted as"MAX.ON CENTER"must be eaiusted ! ! f
a mcintcin the min.edge distonce to mortorjoints.cdditionc!concre!e inch •s ' I X0, ,•:!�_' �
c I
may be required to ensure the".MAX.ON CENTER"dimension cre not exceede
3. Concrete anchor table:
i�
N.CLEARANCE MIN.CLEARANCE
MIN. Mt
ANCHOR ANCHOR
TO MASONRY TO ADJACENT I z
F TYPE SIZE EMBEDMENT EDGE WE: 4123/08 i
z ANCHOR
a (TW -4 -__1 N SGLC: N,T.S. °
TAPCON
2 1TW �. 1.1/7' cws.f!✓: LFS 3
3/16•• 1 3"
TA; HINGE HJNGE ![
E WOOD SCREW INSTALLATION NOTES: - - FL-5897.2 o
1.Maintain o minimum 5/8"edge distance. 1"end distance.& I-o.c.spacing
of wood screws to prevent the splitting of wood, js.EE7 5 of 7
— — G