HomeMy WebLinkAboutEvaluation Report; Smooth Star, Fiber Classic, Classic Craft Rustic Fiberglass DoorR R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, Ft, 33595 Phone 813.659.9.197
riorida Board of Professional Engineers Certificate of Authorization No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Therma-Tru Corporation
Smooth Star, Fiber Classic, Classic Craft
Exterior
Swinging
Exterior Door
11$ Industrial Drive
and Classic Craft Rustic Fiberglass 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 10 #
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 6th Edition (2017) 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 FBC Sections 1609.1.2 &
R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as
defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2,1.
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-10537.1 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 #tie edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL-10537.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No,
TEL 01460336-A,B,C
STTS00001
15427-107362,
ATI 67508.01-106-18
TEL 06-1031-1
2. Drawing No.
No. FL 10537.1
Test Standard
ASTM D635-03, ASTM D1929-96
ASTM D2843-99
ASTM G26-95
ASTM E84-00a
ASTM D1929-96
TAS 201-94, TAS 201-94. TAS 203-94
Prepared by
RW Building Consultants, Inc. (CA #9813)
3. Calculations Prepared by
Anchoring RW Building Consultants, Inc. (CA #9813)
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
with ISO/IEC 17020 and Guide 53.
Sheet 1 of 1
Testing Laboratory Signed by
Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E.
Sub Tropical Testing Lon Hicks, VP Operations
Omega Point Laboratories William E. Fitch, P.E..
Architectural Testing, Inc. Joseph A. Reed, P.E.
Testing Evaluation Lab.,lnc. Wendell W, Haney, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
�
e� Sinned & Sealed by
!tp%% -¢ f�gnate>1�1e����®d8Lyndon F. Schmidt, P.E.
°o 43409 .
a. v
dit w
STATE G Lyndon F. Schmidt, P.E.
�r�` °''C.Q R �i.. ,. ��► FL PE No. 43409
10/17/2017
S86p�6i
THERMANTRU 0
THERMA TRU DOORS
1 19 INDUSTRIAL DR., EDOERTDN, OH 4351 7
SMOOTH STAR, FIBER CLASSIC
CLASSIC CRAFT & CLASSIC CRAFT RUSTIC
FIBERGLASS DOOR
INSWING / OUTSWING
"immcr
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th Edition (2D14) 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 complies 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 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 "D" and includes Wind Zone 4 as defined in ASTM El996 and Section 1609.1.2.2 of the FBC.
5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect.
7. Outswing configurations using coastal sill item #4 meet water infiltration requirements for'HVHT'.
8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration
requirements for the "HVHT' 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.
DESCRIPTION
37.75" MAX. OVERALL
FRAME WIDTH
35.93" MAX.
PANEL WIDTH
x
O
o �
x
� w
O
ry�
SMOOTH
INSWING
37.75" x 82.26"
+75.0
-75.0
STAR
OUTSWING
37.75" x 80.75"
+80.0
-80.0
CLASSIC
INSWING
37.75" x 82.25"
+100.0
-100.0
CRAFT
OUTSWING
37.7S'x80.75"
+100.0
-100.0
CLASSIC
CRAFT
INSWING
37.7W x 82.2S"
+90.0
-90.0
RUSTIC
OUTSWING
37.73' x 60.79'
+90.0
-90.0
FIBER
INSWING
37.75" x 82.26
+75.0
-75.0
CLASSIC
OUTSWING
37.75' x 8D.75
+80.0
-80.0
I. BY: AL
,. BY. LFS
WING NO.:
FL-10537.1
Er 1 OF 10
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INTERIOR
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40 pOOR PANEL
Smooth Stor
NOTE EN WOODAYL COMPONENTS: PINE (SG >=0.42)
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DETAILA-A
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Panel reinforcement
FL-10537.1 °o
N
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54 57 51
56
EXTERIOR
INTERIOR
r11.H0RII0NTAL CROSS SECTION
3
L DETAIL A -A J
DOOR PANEL
50 Classic Craft
o
NOTE: WOOD/LVL COMPONENTS: OAK CAP.
PINE CORE (SG >=0.42)
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DETAIL A•A
Panel reinforcement
1.49"�4.06°
0.37'--i -
d O
I
52 TOP RAIL 53 LOCK STILE
�+ 1.49"
0.34" � I Cd CLLLd fd
� HINGE Si1LE S5 BOTTOM RAIL
EXTERIOR INTERIOR
�1 VERTICAL CROSS SECTION
3
SME, N.T.S.
3
DWG. BY. AL m
CHK. 9Y. LFS ;
DRAVANO NO.:
FL-10537.1 P°a
SHEET 3 OF 10
%
31 35 36 EXTERIOR 36 35 31 33 �' ':,G►% n
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...........
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DOOR PANEL
30 Classic Craft Rustic 31 F°
a
NOTE: WOODAVL COMPONDO: OAK CAP, PINE CORE (SG >= 0.421 36 N
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5
6 Shown w/1X sub -buck g
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7
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C'SINK
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EXTERIOR
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60 50 C
DWG. ar: AL m'
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OHK BY.. LFS 3
%11 HORIZONTAL CROSS SECTION
2 HORIZONTAL CROSS SECTION
1-1/4"MIN.
DRAW NG NO.: rc
P
FL-10537.1
b Oul ng shown - inswing EMB. (TYP.)
6 a uo ngroved n -inswing
also approved
'`-
pp
0
sHEEr OF 10 N
cam'
_L
i
lip
mime M
h z y
N
EXTERIOR INTERIOR
%1-"\ VERTICAL CROSS SECTION
7 Outswing shown -inswing
also approved
EXTERIOR INTERIOR
PAP
EXTERIOR INTERIOR
rY1 VERTICAL CROSS SEMN
7 Shown w/1Xsub-buck
EXTERIOR INTERIOR
4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION
7 Inswing configuration 7 Inswing configuration
see general notes, sheet 1 see general notes, sheet 1
for "HVHT' water infiltration for "HVHT' water Infiltration
requirements requirements
JAI
Iin
3 m
INTERIOR EXTERIOFT•,�•••''•••• •••
N
•7
30 40
10 N
EI 9 U - Z
�L 9m@W
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'x�
� m
7 Outswingconfiguration
�m
see general noes, sheet 1
for "HVHT' water Infiltration
i
requirements
I
O
INTERIOR EXTERIOR
n VERTICAL CROSS SECTION
7 Outswing configguration
see general nofes,sheet I
for "HVHT' water infiltration
requirements
L.E.- N.T.S.
%• ar: AL m
BY.. LFS ?
.WINO NO.: W.
FL-10537.1 13
13
Er 7 of 10 N
a
4 -�{
7
Typ.(DD/_.
MASONRY
OPENING
2X BUCK
No
BUCK ANCHORING
DP <= 80 psf
In
11.5'MAX.
O.C. (TYP.)
�-- 4"ko
N
G'
IR
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01////11*
PV t�1
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TYP. D
a
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TYP.HEAD &
N� o=a
MASONRY
OPENING
MASONRY
OPENING
JAMBS
v
0
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FRAME
a
2X BUCK
v
20
2X BUCK
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a
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BUCK ANCHORING
HINGE JAMB
FRAME ANCHORING
STRIKE JAMB
80 < DP <=100 psf Masonry 2X buck construction
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations of the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
e may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
s 3. Concrete anchor table:
:ANCIiGkj
:'
` a :al!ai�l ;:;;.
tIKIN'GIE+~1Ri4NG�%:MICf?iGkEA:R9NCE:
,,...,.....;.......,.:::.
YYPE;:;a;:
IY1�1:DM1N..
c::::............,..,....,.........;;rr:
70MASONRY
;r.........
70ADiACENT:.;..
...... ..
;>:>;Sll.rr:;.:,.;
....
.............................
:::.;;ELTGE>s;::;::::::;::s>:-::;:ANCHOR....-':::
ITW ®
TAPCON
1/4"
1-1/4"
7'
4"
ELCO ®
ULTRACON
1 4"
/
1"
4"
WOOD SCREW
INSTALLATION
NOTES'
I. Maintain a minimum 5/8"edge distance, 1"end distance, & I"o.c. spacing of
wood screws to prevent the splitting of wood.
J
HINGE DETAIL
LATCH & DEADBOLTDETAIL
BY: AL m
BY: LFS 3
WNG NO.: n
FL-10537.1 13
Er 8 OF 10 "
[�
to
0
TYP. HEAD
8, JAMBS
MASONRY
OPENING
N
FRAME
T-
2U T
CD
N
1X BUCK
Fq
HINGE JAMB FRAME ANCHORING
Masonry 1 X buck construction
g ,
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to
= maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
nt traa:>:
anrrr o :::.:..............................:
r::•;i
3li11M;:E::7!7
RltVCw;:
::::::.....:......................................>
WNRY
.iOi
GENL.;.;bM.....
:::�;OR:ii;;>:.1TW
14"1-1/4"TAPCON /ITW
TAPCON®
3/1V
1-1/4"
3""
el rrvV✓JVICC•• IIYJ 1/\LL/YIIVIV IYVIW.
1. Malntaln a minfmurn 5/8" edge distance, I" end distance,,& 1"o.c. spacing of
wood screws to prevent the splitting of wood.
i
J
E
STRIKE JAMB
LATCH & DEADBOLT DETAIL
HINGE DETAIL
•..I
�_ •
N
-YV+
*
�•.4-
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NHS
\: E d
co
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&E: N.T.S. J
z BY: AL 'm
L BY: LFS 3
SWING NO.: C
FL-1 0537.1 0
0
:Er 9 OF 1 L1 N
BILL OF MATERIALS
-
ITEM
DESCRIPTION
MATERIAL
ITEM
DESCRIPTION
MATERIAL
A
I BUCK SG 20.55
WOOD
30
CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
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
D
1 X X 2-3/,V ELCO OR TTW CONCRETE SCREW
STEEL
33
LOCK & HINGE STILE CLASSIC CRAFT RUSTIC
WOODAVL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
34
BOTTOM RAIL CLASSIC CRAFT RUSTIC)
COMP.
35
1 PANEL REINFORCEMENT 0.023" THK. CLASSIC CRAFT RUSTIC
STEEL
G
3/16' X 3-1 /,V ITW CONCRETE SCREW
STEEL
36
1 FOAM CORE
POLYURETHANE
H
1 /,V X 3-1 /4' ITW CONCRETE SCREW
STEEL
40
1 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
J
1 /,V X 3-3/4' TW CONCRETE SCREW
STEEL
41
1 DOOR SKIN 0.065" THK. SMOOTH STAR Fy = 6,000 PSI MIN.
FIBERGLASS
L
# 10 X 2-1 /7' PFH WOOD SCREW
STEEL
42
TOP RAIL SMOOTH STAR
COMP.
1
INSWING ADJUSTABLE THRESHOLD (IS300AJ)
ALUM./WOOD
43
LOCK STILE SMOOTH STAR
WOODAVL
2
INSWING THRESHOLD (IS300HP5)
ALUM./COMP.
44
1 HINGE STILE SMOOTH STAR
WOOD
3
INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M)
ALUM./COMP.
45
BOTTOM RAIL SMOOTH STAR
COMP.
4
OUTSWING COASTAL THRESHOLD
ALUM./WOOD
46
PANEL REINFORCEMENT0.023"THK. SMOOTH STAR
STEEL
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 0.09S' THK. CLASSIC CRAFT = 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
1 LOCK STILE (CLASSIC CRAFT)
WOODAVL
10
WEATHERSTRIP
FOAM
54
1 HINGE STILE (CLASSIC CRAFT)
WOODAVL
11
HINGE
STEEL
55
1 BOTTOM RAIL CLASSIC CRAFT
COMP.
12
# 10 X 3/4' PFH SCREW
STEEL
56
1 PANEL REINFORCEMENT 0.023" THK. CLASSIC CRAFT
STEEL
13
#9 X X PFH WOOD SCREW
STEEL
57
FOAM CORE
POLYURETHANE
14
LATCH STRIKE PLATE
STEEL
60
'FIBER CLASSIC DOOR .- SEE DOOR PANEL DETAIL SHEET FOR DETAILS
15
SECURITY STRIKE PLATE
STEEL
61
DOOR SKIN 0.065" THK. FIBER CLASSIC Fy = 6,000 PSI MIN.
FIBERGLASS
16
#8 X 2-1 /7' PFH SCREW
STEEL
62
TOP RAIL FIBER CLASSIC
COMP.
17
#8 X 3/4" PFH SCREW
STEEL
63
LOCK STILE FIBER CLASSIC
WOODAVL
18
KWIKSET PASSAGE LOCK - SIGNATURE SERIES
STEEL
1 64
HINGE STILE FIBER CLASSIC
WOOD
19
KWIKSET DEADBOLT - SIGNATURE SERIES 980
STEEL
1 65
1 BOTTOM RAIL (FIBER CLASSIC)
COMP.
66
1 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC
STEEL
67
1 FOAM CORE
POLYURETHANE
OlnrMng adjustable
r-- 5.75'
S THRESHOLD
Outswing standard
5.85'
2 THRESHOLD
ImvAng adjustable
5.83"
r,ZTHRESHOLD
Insvtng
max. Op rating = +/- 50.0 psf
5.87'
ko
L :: r
3 THRESHOLD
Inswing self -adjust
h-- 4.56"
9 a HEAD 6 SIDE
Jamb
4 THRESHOLD
Outswing coastal
LF: N.T.S.
aY: AL
BY: IFS
WINO NO.:
FL-10537.1
rr 10 OF 10