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MAR 17 2016
$ r FL# FL7347-R5 PERMITTiNC
Application Type Revision St. Lucie County, r
Code Version 2014
Application Status Approved F
Comments LI i F 7
Archived
Product Manufacturer Therma Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419) 298-1740
rickw@rwbldgconsultants.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
7 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 FL7347 R5_COI_Certificate Of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/AAMA/NWWDA 101/I.S.2/A440 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 201, 202, 203 1994
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q Florida Byilding Code Online 3/14/17,11:01 PM
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/31/2015
Date Validated 02/02/2015
Date Pending FBC Approval 02/06/2015
Date Approved 04/15/2015
Summary of Products
FL* Model, Number or Name Description
347.1 a. "FiberClassic", "SmoothStar", 3'0 x 6'8"Impact"Glazed Fiberglass Single Door(X) -Inswing
"ClassicCraft"or"ClassicCraft Rustic" or Outswing
11&-mits of Use Installation Instructions
Approved for use in HVHZ: No FL7347_R5_II Inst 7347.1.pdf '
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes j
Design Pressure: N/A Evaluation Reports
Other: See INST 7347.1 for Design Pressure Ratings by FL7347 R5_AE_EVAL 7347.1.Ddf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions.
7347.2 b. "FiberClassic", "SmoothStar", 3'0 x 6'8"Impact" Glazed Fiberglass Single Door with Sidelite 3
"ClassicCraft"or"ClassicCraft Rustic" (OX or XO) -Inswing or Outswing ]
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7347 R5 II Inst 7347.2.Ddf
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 7347.2 for Design Pressure Ratings by FL7347—R5—AE EVAL 7347.2.Ddf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions.
7347.3 c. "FiberClassic", "SmoothStar", 3'0 x 6'8"Impact"Glazed Fiberglass Single Door with Sidelites
"ClassicCraft"or"ClassicCraft Rustic" (OXO) -Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7347 R5 II Inst 7347.3.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 7347.3 for Design Pressure Ratings by FL7347_R-5_AE EVAL 7347.3.odf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions.
7347.4 d. "FiberClassic", "SmoothStar", 6'0 x 6'8"Impact"Glazed Fiberglass Double Door(XX) -
"ClassicCraft"or"ClassicCraft Rustic" Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7347_R5_�_I�r$ 7347.4.p�if
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 7347.4 for Design Pressure Ratings by FL7347_R5_AE EVAL 7347.4.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions.
7347.5 e. "FiberClassic", "SmoothStar", 6'0 x 68"Impact"Glazed Fiberglass Double Door with
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`` -
THERMAI U
37.75"MAX. y
FRAME WIDTH
THERMA TRU DOORS
1 18 INDUSTRIAL DR., EDGERTON. OH 4351 7 PANEL WIDTH
WIDT �� ••.,, ''�;
H '�i 11m I0 oz
U
� $ Ea, —
"SMOOTH STAR", "FIBER CLASSIC", N -t m
F 0z
;LASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" a
GLAZED FIBERGLASS DOOR
m �
INSWING / OUTSWING _ s
"IMPACT°` X �m
GENERAL NOTES O O ��
This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code a o
(FBC)structural requirements excluding the"High Velocity Hurricane Zane"(HVHZ). $ &)
Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material
shall be beyond wall dressing or stucco.
When used in areas outside of the"HVHT'requiring wind bome debris protection this product complies with
Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile
level"b"and includes Wind Zone 4 as defined in ASTM E 1996 and Secion 1609.1.2.2 of the FBC.
For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck
masonry construction.
"SMOOTH STAR","FIBER CLASSIC" i
Site conditions that deviate from the details of this drawing require further engineering analysis by a "CLASSIC CRAFT"&"CLASSIC CRAFT RUSTIC" I
licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET# DESCRIPTION
1 Typical elevations,design pressures&general notes
2 Smooth Star door panel&glazing details
3 Fiber Classic door panel&glazing details OVERALL OVERALL DESIGN PRESfJRE�PSFJ
4 Classic Craft/Classic Craft Rustic door panel&glazing details SVYlNLss FPA Pit D%.0 DATE: 4/17/
5 Horizontal cross sections bfl4lENSlOF1 DlAitENSCON POStI/VE fdEGAT1VE sCALE: N.T.
_ .. .
6 Vertical cross sections INSWING 37.75"x 82.00" 21.00"x 63.7S' +47,0 _53.0 DWG.BY. F
7 Buck and frame anchoring-2X buck masonry construction CHK.BY: LI
8 Frame anchoring-1 X buck masonry construction DRAWING NO.:
9 Bill of Materials&Components OUTSWING 37.75"x 80.62" 21.00"x 63.25" +50.0 -50.0
FL-734:
SHEET—L or
42
p
I Gl
EXTERIOR 46 ' z '
0$
"In n� � 0
44
a Nw
INTERIOR m 47 1
21.00"MAX. 2 i
D.L.O. y 4 3 us
2 1 HORIZONTAL CROSS SECTION n
2 I� 3 a
0
0
1/7' 0(n
CELLULAR GLAZING GLASS BITE I 1"THK. �02
TAPE GLASS :E M
1/8"TEMPERED wm W
in
EXTERIOR GLASS ~o
AIR SPACE o
o
00 5/37'ANNEALED o 0
' GLASS EXTERIOR INTERIOR a
INTERIOR 0.090"SAFLEX PVB INTERLAYER
DOW 995GI
i 2 1/8"ANNEALED
4 GLASS
DOW 995 SWIGGLE GLAZING
p 3 OR SPACER
SIKA 552 4
4G DOOR PANEL Gi GLAZING DETAIL
Smooth S1or
'NOTE:DOW 995 may be eliminated at door
panel(Max.Design Pressure=t 50 PSF)
�I 1.183" 2.375"
o 1.54"
DATE: 4/17/
45 scALE: N.T.
DWG.BY: /
�\LATCH STYLE
42 DOOR TOP RAIL 45 DOOR BTM.RAIL HINGE STYLE 47 LOCK BLOCK 43 CHK.BY: L
�J 2 VERTICAL CROSS SEMN DRAVANG NO.:
2 FL-734
SHEET _L OF
52
I GI
zr$ ' o
EXTERIOR ;�j•.. .;��.
53 i
4( v g N
ah ' i o
m
INTERIOR 57 1 $ �
21.w,MAX. 2 c_
0
D.L.O. 2 4 3 ' 9
2 �W
3`d
3 1 HORIZONTAL CROSS SECTION r�r
3 3 o
o
o
CELLULAR :30
GLASS BRE
GLAZING 1 GLASS
`
TAPE �w M
1/9'TEMPERED a
EXTERIOR GLASS =�
AIR SPACE
p 1 5/37'ANNEALED o
C3 CD r
t
p 3 INTERIOR 0.9DSSAFLEX PVB INTERLAYER EXTERIOR INTERIOR
DOW 995'
2 1/8"ANNEALED Gl
4 GLASS m
DOW 995 SWIGGLE GLAZING
3 OR
SPACER
SIKA 552 N
D GT GLAZING DETAIL 4 w
50 DOOR PANEL
Fiber classic •NOTE:DOW 995 may be eliminated at door
Ln
panel(Max.Design Pressure=t 50 PSF) o
a
0
1.210" 2.375'� —�{ 1.210" � I I P
o
ry L LO
T DATE: 4/17/0
T 55 ScAL E N.T.
LATCH STYLE DWG.BY: AL
52 DOOR IOP RAIL 55 DOOR BTM.RAIL HINGE STYLE 57 LOCK BLOCK 53 CHK.BY: LF;
2 VERTICAL CROSS SECTION DRAWING NO,
3
FL-7347.
SHEET 3 OF
62
•;a. ``,
GI
66 61
EXTERIOR 66 =N° z V.
21.00"MAX.
D.L.O. .'•"'..; �'••.•,. '• g%
Pv
fill %
4 64n
IF
a c�
4 p � eNg
INTERIOR 1 a LC m\
2 4 3 2 E o`Z <
�d
HORIZONTAL CROSS SECTION J�
3 0
p j o
0
O
4 l/z' 'En
CELLULAR GLASS BITE �5
/ GLAZING GL,SS ¢0,
TAPE az w m 1/8"TEMPERED w m W
EXTERIOR GLASS �o
AIR SPACE
D 5/37'ANNEALED o c�
GLASS EXTERIOR INTERIOR a
DOOR PANEL INTERIOR 0.090"SAFLEX PVB INTERLAYER c
60 Classic Craft 8
Classic Craft Rustic DOW 995' Gl
2 1/8"ANNEALED
4 GLASS
DOW 995 SWIGGLE GLAZING
1.49" 3 SIKA 552 SPACER `
� 4
G1 GLAZING DETAIL �
•NOTE:DOW 995 may be eliminated at door "
panel(Max.Design Pressure=±50 PSF)
F
a
4.11"
HINGE STYLE II61 °
L� �0.030"
C) t.'t.;, DATE:
65 sem: MT.!
DWG.BY: A a
CHK.0Y: LF
63 LATCH S1YLE 62 DOOR iOP RAIZ 65 DOOR BiM.RAIL /'2-'�VERTICAL CROSS SECTION DRAWING NO.:
4 FL-7347
SHEEP 4 OF
6 6 j Cr 'G
INTERIOR 17
a 50 60 a —V' * zz
27 G z
i 40 �.
U)" 9
m
X
1 2 v° E 0z C
5 0 5 rw
�d
3 7 °
17 5 EXTERIOR 8 0
/ o
E 20 w
4 wm W
C A 0 ~w
7.
L 3 4 E D o
6 6
1-1/4"MIN. K
C INTERIOR o
° ° a a
9 50 60 3 HORIZONTAL CROSS SECTION 17 a
10 40 Shown w/1 X sub-buck 27
' Q 50 60
INTERIOR °
10 �
v
Y0 °
° I
7 EXTERIOR
7
EXTERIOR ` . •a °
8 °
20 p °
°
L
v D L20 V ° DATE: 4117/
8 C
X MIN. 8 DWG. N BY . p
1B•RyP•) E CHK.BY: LI
HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 1-1/4"MIN. DRAWMO ND.:
$ Inswing configuration $ Inswing configuration
B•InP•) FL-734;
SHEET 5 OF
N`. o_
E
a c�
_ v =
E
B z� of 9
Z n 1 m�
^w A C :E?!-- A E Z
= o
C
50 60 o 3 a
50 60 19 40
40 19 0
7 L 7 0
8 INTERIOR EXTERIOR 8 :3
INTERIOR EXTERIOR 1w E
w� N
1 VERTICAL CROSS SECTION �2�VERTICAL CROSS SECTION w Q
6 Inswing configuration 6 Shown w/1X sub-buck UI o
o �
a �D.
INTERIOR EXTERIOR
50 60 EXTERIOR INTERIOR
32 1
50 60
33 18
E E
IF
p � e
oA1E: 4/171
scAm: N.T.
DWG.BY:
CHK.BY: L
3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DRAWING NO.:
6 Inswing configuration 6 Outswing configuration
FL-734
SHEEP B OF
;�Q'�;• '•• ••%A
:_�� ••� yy ••'�'
. 0-9
:�j,:•
zo
I _ '� ''•••....... ' % 121 1 C
°• CV °! '''''��//*111 `` U C
D
9 -
TYP.HEAD L g g
&JAMBS _ _ m 1
TYP.HEAD
OPENOING MASONRY &JAMBS �` �Z
OPENING ��11 E o p
CL: au
o U _
O
o
FRAME � o
in
llcN
c4=_ 2W
2X BUCK—\ =m N
2X BUCK
F
TYP.SILL of
' � a
a a
a
+ L
8
C
L
BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB v
)NCRETEANCHOR NOTES: Masonry 2X buck construction
mcrete anchor locations at the comers may be adjusted to maintain the min. L
ige distance to mortarjoints.
mcrete anchor locations noted as"MAX.ON CENTER"must be adjusted to c
aintain the min.edge distance to mortar joints,additional concrete anchors L 28
oy be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9
mcrete anchor table: 10
K c
MpV CCE�?IRANCE MtW CLE4IIANCO10
ANCHOR:.':.ANCHOR.:;;::z;;>MII!t.?:•::;.::; :.;:.
TO MASONRY TO ADFJACENT
Tyft Sly IAMB bMENI. ... . ....:EDGE .....:... .....:.ANCHOR
...: /... .... C arE: 4/17/1
C ® 1 4" 1-1/4" 2" 4" 10 scnLe: N.T.;
ELCO TAPCON
owc.BY.. A
LTRACON® 1/4" 1-1/4" 1" 4" 27 CHK.BY: LF
DOD SCREW INSTALLATION NOTES: ORAVANc No.:
ointain a minimum 5/8"edge distance, I"end distance,&I"o.c.spacing of HINGE DETAIL LATCH 6 DEADBOLT DETAIL FL-734?
ood screws to prevent the splitting of wood. SHEET 7 or
Z 1
!!/!111111 a "c
`1 g2E = o
MASONRY np HEAD& n rng 5 °
OPENING JAMBSU:25
m °
rZNz
�L
o° 'fid
FRAME
y 28 0
11,w vi O
o
CV 6 hal
A%
1X BUCK Li �w m
F ^d13
G �
TYP.SILL w `2
U K
� 27 � O
0 f-
a a
LATCH 3 DEADBOLT DETAIL
a •Q ' �
q.,
HINGE JAMB FRAME ANCHORING STRIKE JAMB
Masonry 1 X buck construction C
4
F
>NCRETE ANCHOR NOTES: °
ncrete anchor locations at the comers may be adjusted to maintain the min.
'ge distance to mortarjoints.
ncrete anchor locations noted as"MAX.ON CENTER"must be adjusted to H o
lintain the min.edge distance to mortar joints,additional concrete anchors 4 _
ly be required to ensure the'MAX.ON CENTER"dimension are not exceeded. 10 E
ncrete anchor table: 10 `
:t`:; MIN:C.L1#Ri4f(CE:i: I41INi'G.L�!1RA.tVC:E:
INCFIO.R ....................AM!N 10
TO MASONRY TO J10�JACENi
...E: Me�....." EDGE:.::::a:::::: :a.;::;:::ANGHOR;;::;:i
ITW ® 1/4" 1-1/4" 2" 4" DACE: 4/17/i
'APCON SCALE: N.T.
ITW 3/16" 1-1/4" 3" 1-1/2' DWG.BY: A
'APCON® CHN.BY: LF
SOD SCREW INSTALLATION NOTES: HINGE DETAIL DRAWING ND.:
dntain a minimum 5/8"edge distance, I"end distance,&1"o.c.spacing of FL-734?
)ad screws to prevent the splitting of wood.
sHEEr 8 or
BILL OF MATERIALS � d.�
A DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL
1X BUCK SG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL SMOOTH STAR =_' �•o j:ci
2X BUCK SG>=0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.065"THICKNESS SMC =V
MAX.1/4"SHIMSPACE WOOD 42 TOP RAIL COMPOSITE �tAs o
z
1/4'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH STILE LVL WOOD
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE `4 HINGE STILE WOOD moi,
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 45 BOTTOM RAIL WOOD ����illll. Tpf `�� o
114'X 1-3/4"PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM
3/16'X 3-1/4"PFH ITW CONCRETE SCREW STEEL 47 LOCK BLOCK REINFORCEMENT WOOD E z
114'x 3-1/4"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL-FIBER CLASSIC N g 9
1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS SMC SKIN MIN 0.065"THICKNESS SMC ` w m
114'X 3 3/4"PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE \V '
0
#8 X 2-1/7'PFH WOOD SCREW STEEL 53 LATCH STILE LVL WOOD e $z
#10 X 2-1/7'PFH WOOD SCREW STEEL 54 HINGE STILE WOOD a
EXTERIOR LITE FRAME 6063-T6 ALUMINUM 55 BOTTOM RAIL COMPOSITE
INTERIOR LITE FRAME 6063-T6 ALUMINUM 56 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM cr
LITE FRAME TRIM PVC 57 LOCK BLOCK REINFORCEMENT WOOD
#10 X 1-1/7'PFH SCREW STEEL 60 FIBERGLASS DOOR PANEL-CLASSIC CRAFT&CLASSIC CRAFT RUSTIC Q
Z3 En
MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM 61 FIBERGLASS SMC SKIN MIN 0.090"THICKNESS SMC g
LONG REACH COMPRESSION WEATHERSTRIP FOAM 62 TOP RAIL COMPOSITE ¢c
4'X 4"HINGE.097'THK. STEEL 63 LATCH STILE LVL WOOD m
#10 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL 64 HINGE STILE WOOD w�
PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL 65 BOTTOM RAIL COMPOSITE
~w �
THRESHOLD OUTSWING ALUM./WOOD 66 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM °
HEADER JAMB PINE SG-0.42 WOOD &
SIDE JAMB PINE SG-0.42 WOOD a
DEADBOLT-KWIKSET SIGNATURE SERIES 780 STEEL
LATCH STRIKE PLATE STEEL 1.47' 1.31 B"
DEADBOLT PLATE STEEL
DOOR BOTTOM SWEEP PVC a a
INSWING THRESHOLD ALUM.COMP. -
'E:WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42) i —� �— 0.554'
3 UTE FRAME ' EXT.UTE 2 In LITE '
Trim Frame Frame
4.563'
:o yN-
19
� I I
4.563" C) fes—2.359"-- i SCAM N.T.
0
Dwc.er: /
33 INSWING I8 OUTSWING Cl! Y� HEAD 9.SIDE CHK.er: U
Threshold Threshold Jamb DRAWING NO,:
FL-734;
SHEET 9 OF