HomeMy WebLinkAboutProduct Evaluation Report; Opaque Fiberglass Double Door with and without SidelitesR ,W. R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Plione 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Therma Tru Corporation
Opaque Fiberglass Double Door
Exterior
swinging
Exterior Door
118 Industrial Drive
with and wlout Sidalites
Doors
Assemblies
Edgerton, OH 43517
InswinglOutswing
Phone 419.298.1740
"ImpaW
Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. 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
excluding 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 areas requiring wind bome debris,protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does
not require an impact resistant covering. The glazing meets missile level °D". The assembly excludes Wind Zone 4 as defined in ASTM
E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. ICI`..
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 FL-15037.2 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FLA 5037.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testina Laboratory Sianed by
TEL 01460274 ASTM E1886/1996-05 Testing Evaluation Lab.,inc. Lyndon F. Schmidt, P.E.
TEL 01460145 ASTM E1886/1996-02 & ASTM E330-02 Testing Evaluation Lab.,inc. Lyndon F. Schmidt, P.E.
TEL 06-0831-1 AAMA/WDMA/101/i.S.2/A440-05 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
ASTM E1886/1996-02
2, Miami Dade NOA
16-1117.01
17-0712.05
3. Drawing No.
No. FL-15037.2
4. Calculations
Anchoring
Materials Testina
Trosifol/Butacitee PVB Interlayer (Kuraray America)
Saflex Interlayer (Eastman Chemical Company)
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared by
RW Building Consultants, Inc. (CA #9813)
5. 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
b Nto44O9
i J D
G 'L
OF L
m`��� �4mDk4�MOSC ��V
Sianed & Sealed by
Lyndon F. Schmidt, P.E.
Sianed & Sealed by
Lyndon F. Schmidt, P.E.
Lyndon F. Schmidt, P.E.
FL PE No. 43409
COPY10/17/2017
THERMAITRU
THERMA TRU DOORS
1 1 E3 INDUSTRIAL ❑R.., EDmERTON, ❑..H 4351 7
OPAQUE FIBERGLASS DOUBLE DOOR
w/ and w/out SIDELITES
INSWING / OUTSWING
,,IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building
Code (FBC) structural requirements excluding 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 areas requiring wind bome debris protection, this product complies with FBC
Sections 1,609.1.2 & R301.2.1.2 and does not require an impact resistant covering. The glazing
meets missile level "D". The assembly excludes Wind Zone 4 as defined in ASTM E 1996 and FBC
Sections 1609.1.2.2 & R3012.1.2.1.
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 this drawing require further engineering analysis by
a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Smooth Star door panel details
3
Fiber Classic door anal details
4
Classic Craft door anel details
5
Smooth Star sidelite panel details and glazing details
6
Fiber Classic sl elite panel detailsand g azing details
7
Classic Craft sidelle panel details and glazing details
8
18evallons
9
Horizontal and vertical cross sections
10
Horizontal cross sections
11
Vertical cross sections
12
Vertical cross sections
13
Buck anchoring
14
Frame anchoring
15
Astragal details
16
Bill materials and components
74:50" MAX. FRAME WIDTH
ED
°z Op X ° X
m co
37.75" MAX. 149.75' MAX. FRAME WIDTH
FRAME WIDTH 74.50" MAX FRAME WIDTH—►{
(SIDELITE(
I !E'
m =
x w
Ec� z
LLz
3
°o
b
m
1
O
O
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X
a0
X 0
0 0
L,//,i-
FRAME
DIMENSION
fMAX
D L O
DIMEfySJON
DE_SJGN PRE§SURE (PSG'
FOSITN .-Now
74.5" x 82.00"
N/A
+50.0
-50.0
149.75' x 82.00"
21.00" x 63.0"
+50.0
-50.0
kLE: N.T.S.
G. sn JK
C et: LFS
(WING NO.:
FL-15037.2
XT 1 OF 16
a
2.37S'
LATCH STILE LOCK BLOCK
(WOOD) (WOOD)
36.00" MAX.
DOOR
PANEL WIDTH
z
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2
DIED
c�
SEE HARDWARE
CHARTno
d
rr
O
X
1
v
l005
2
2
D
DOOR PANEL
Smooth Stag
EXTERIOR
t.ta^
HINGE STILE
(WOOD) —
INTERIOR
1 HORIZONTAL CROSS SECTION
2
......................
':• ;:
......................:..:..
........._...................... .....__ _....
KYYIKSET
KNOB: SIGNATURE SERIES
DEADBOLT: SIGNATURE SERIES (780)
SCHLAGE
KNOB: "F• SERIES (FTO)
DEADBOLT: 'B"SERIES (B60/62)
TOP RAIL
(COMP.)
EXTERIOR
FOAM CORE
(POLYURETHANE-
1.9 PCF MIN.)
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BOTTOM RAIL o
(COMP.)
F 1.53" �
%2'\ VERTICAL CROSS SECTION
2
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LE N.T.S.
:• Br. JK m'
C. BY.. LFS 3
MING NO.: a
FL-15037.2 o
:ET _L GF T 66
SEE HARDWARE
CHART
1211,
2 37S'
F
EXTERIOR
I
INTERIOR
LAICH STILE •BLOCK
•••
36.W MAX.
DOOR
PANEL WIDTH
2
3
m
z
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a
oe
0
x S
3
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41 DOOR PANEL
fiber Clcs9c
l HORIZONTAL CROSS SECTION
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MIINUFACYUIZER
..........................................................................................:.....::..........:...:..............:..
..................................................................................................................................
a'T3a 's .....<` L?PEL::' s':_ ..? ..
KMKSET
KNOB: SIGNATURE SERIES
DEADBOLT: SIGNATURE SERIES (M)
SCHLAGE
KNOB: -P SERI S (FIO)
DEADBOLM 'B-SEW (MO/62)
HINGE SOLE
(WOOD)
TOP RAIL r1.67"� o
COMP. 4�
EXTERIOR
FOAM CORE
(POLYURETHANE - -
1.9 PCF MIN.)
BOTTOM RAIL
(COMP.)
INTERIOR
1.53"
2 VERTICAL CROSS SECTION
3
1LE N.T.S.
c. BY. JK m'
c ar: LFS 3
WMG NO.:
FL— 15037.2 a
0
z 3 of 16
T_
LATCH
(LVL)
36.0(r MAX.
DOOR
PANEL WIDTH
2
4
O
x
SEE HARDWARE d
CHART
x S
42 DOOR PANEL
G. Craft
EXTERIOR
_ 1^
1
INTERIOR HINGE STILE
(LVL)
HOWONTAL CROSS SECTION
4
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AfANUf' CTUREk
.......
rz=i:aNIS?A1<C?'`'"`s::`':?
.
K98KSET
KNOB....
SIGNATURE SERIES
DEADSOLT: SIGNATURE SERIES (780)
SCHLAGE
KNOB: 7SERIES(F10)
DEADBOLT: V SERIES (B60/64
TOP RAIL
(COMP.)
� I
J
EXTERIOR
FIBERGLASS SKIN
(MIN 0.09(" THICKNESS)
FOAM CORE
(POLYURETHANE-
1.9 PCF MIN.)
BOTTOM RAIL
(COMP.)
FV
INTERIOR
I- 1 1.51
VERTICAL CROSS SECHON
4
ro
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yr
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N.T.S.
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(WING NO.:
FL-15037.2 �
IT 4 OF 16 0
21.00' MAX.
D.L.O.
v
STILE (WOOD)
F
d
ago
C v
36.W' MAX.,
PANEL WIDTH
5
50 SIDELRE PANEL
Smooth Star
GI
EXTERIOR
-0.66' EXTERIOR
0.66"
I
_
INTERIOR
STILE (WOOD)
INTERIOR
1QHORIZONTAL CROSS SECTION
5
EXTERIOR
CELLULAR
GLAZING
IA
1/2"GLASSBITE
1"THK. GLASS
TAPE
1 /8" TEMPERED GLASS
AIR SPACE
5/32" ANNEALED GLASS
0.090" PVB INTERLAYER
(SAFLEX OR KURARAY BUTACITE)
#10 X 1-1/2' PPH SMS
1 /8" ANNEALED GLASS
DOW 995 OR SIKA 552
SWIGGLE GLAZING
3A SPACER
INTERIOR
GT LAANGDEfAIL
TOP RAIL
1.67-
(COMP.)
FOAM CORE
(POLYURETHANE
1.42' 1 -IT 1.9 PCF MIN.)
o FIBERGLASS SKIN
(MIN O.O&TTHICKNESS)
0.06"
BOTTOM RAI
(COMP
T A EXTERIOR FRAME INTERIOR FRAME 3A LITE FRAME TWM
(ALUM.) (ALUM.) (ALUM I
EXTERIOR
INTERIOR
�1 VERTICAL CROSS SECTION
1c;*
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w
z
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0 =o
m�' z
ca
Of oAd
0 0
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IWINC NO.:
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.Er 5 OF 16 W
21.0D" MAX.
D.L.O.
O
d
EXTERIORGl
STILE
•OrINERIOR STILE (WOOD)
IWERIOR
36.00" MAX.
PANEL WIDTH
6
51 SIDEUIE PANEL
Finer Clask
N
x
Ed
Fn
P
n
1 HORRONTAL CROSS SECTION
6
EXTERIOR
lA 1/2°GLASS BITE CELLULAR 1"THK. GLASS
GLAZING
TAPE
1/8"TEMPERED GLASS
AIR SPACE
5/32"ANNEALED GLASS
0.090" PVB INTERLAYER
(SAFLEX OR KURARAY BUTACITE)
#10 X 1-1/2" PPH SMS 1 /8" ANNEALED GLASS
DOW 995 OR SIKA 552 ZA SWIGGLE GLAZING
3A SPACER
INTERIOR
GIAIING DEfA1L
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L%F- 91
TOP RAIL r 1.67-
y
(COMP.)
EXTERIOR
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lA EXTERIOR FRAME ►MERIORFRAME
(ALUM.) (ALUM.)
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T
3A U FE FRAME TRIM
(ALUM.)
(MIN 0.065" THICKNESS)
FOAM CORE
(POLYURETHANE-
1.9 PCF MIN.)
BOTTOM RAIL
(COMP.)
INTERIOR
w
Q
a�
N
� o0
NCB
m UZ
0 W
0
N.T.S.
M. BY. JK
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VERTICA! CROSS SECTION aw,Naa No.:
6 FL— I503Z2
%w 6 of 16
21.W' MAX.
D.L.O.
0
0
9
36.00" MAX.
'ANEL WIDTH
Gt EXTERIOR
0.66°
F`
.}'
4
STILE (WOOD) STILE (WOOD)
INTERIOR
m
0
d
HORIZONTAL CROSS SECnON
EXTERIOR
lA 1/TGLASS BITE CELLULAR 1"THK. GLASS
GLAZING
TAPE IX TEMPERED GLASS
AIR SPACE
5/32"ANNEALED GLASS
0.090"PVBINTERLAYER
(SAFLEX OR KURARAY BUTACO'E)
#10 X 1-1/2PPH SMS 1 /&'ANNEALED GLASS
DOW 995 OR SIKA 552 2A SWIGGLE GLAZING
3A SPACER
INTERIOR
GI GLAZ GD AIL
EXTERIOR II III INTERIOR
52 =EaLIITE PANEL I AT 1.3T
FIBERGLASS SION
ClosQc CraFI CD (MIN 0.090' THICKNESS)
FOAM CORE
0.06° (POLYURE0IANE-
1.9 PCF MIN.) y
EXIERIOR FRAME INTERIOR FRAME LJIE FRAME TRIM BOTTOM RAIL
TA (ALUM.) YA (ALUM.) 3A (ALUM.) (COMP.) _...._._...;.
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VERTICAL CROSS SECHON
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ELEVATION (X)0 oerE $ 21 12 1
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0
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(TYP.) E
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1 \ HORIZONTAL CROSS SECTION
1-1/4'MIN. I - _ I
EMB. (TYP.)
3 HORIZONTAL CROSS SECTION
9 IOufswmg alsouration app oved shown W/ I Buck
EXTERIOR INTERIOR
6 VERTICAL CROSS SECTION
9 49/16" amb figuration
2'\ HORIZONTAL CROSS SECTION
409ult764ambnfiguration
C O E
n ea, a
INTERIOR
a
EXTERIOR `" /
4 HORIZONTAL CROSS SECTION
9 Out 6"lambnfiguration
ISMAX.
� � I
O
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EXTERIOR INTERIOR
7 VERTICAL CROSS SECTION
9 t�9ut/s1w61nga bnfigurafion
C 1
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SCALE: N.T.S.
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9 Outsmngamb configuration
DRAW NG NO.:
N
69/16"j
FL-15037.2
a
SHEET J OF 16 N
e
11111
'%`
NOTE
r.m
i. Sidefde ass'y fastener: 6" from each
end and 6 more screws equally
spaced between 8 screws total
perjamb).
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1 HORIZONTAL CROSS SECTION
e HORIZONTAL CROSS SECTION
3 HORIZONTAL CROSS SECTION
^ N
a
10 Outswing configuroton shown
10 O=ng configuration shown
Inswing also approved
j p Outswing configuration shown
Inswing aho approved
o .
m
Inswing also approved
2 0
82i 12 =
smM N.T.S. °
DWO. BY.. JK m'
OHK. Bri LFS 3
DRAWM NO-- a
FL-15037.2 N
0
SHEET 10 OF 18 N
?r
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9mc
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EXTERIOR ." If `.. INTERIOR
1 VERTICAL CROSS SECTION
11 Onswi�ng ako pprat d-shown
EXTERIOR
INTERIOR
3 VERTICAL CROSS SECTION
1 j Outswing configuraton
EXTERIOR �������jj INTERIOR
2 VERTICAL CROSS SECTION
11 Outswing contiguraHon shown
Inswing also approved
INTERIOR r/��/��Aj EXTERIOR
L
as
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o
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8121112 z
Sau: N.T.S.
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VERTICAL CROSS SECTION
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Inswing configuration
CHK. W. LFS 3
FPAwRNG No.:
N
FL-15037.2
0
SHMT 11 OF 16
4
SEE NOTE 1 M
EXTERI� ORW INTERIOR
%11 VERTICAL CROSS SECTION
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EXTERIOR _ INTERIOR
SEE NOTE 1 1 M 1 071&7A 50 5
In z a
CSl1�
Za
4 VERTICAL CROSS SECTION NOTE:
T 2 Outswing configuration 1. Sldelite assy fastener. T from each
end and O.C. INK) line.
SEE NOTE 1 M
EXTERIOR INTERIOR
2 VERTICAL CROSS SECTION
T2 Shown w/1Xsub-buck
Outswing configurafion shown
Inswing also approved
INTERIOR EXTERIOR
SEE NOTE 1 I M) 5
3 VERTICAL CROSS SECTION
T2 Inswing configuration
m: JK
aR LFS 3
YANG NO.: O
FL-15037.2
fr 12 Or 16
4"
III
TYR HEAD II
D
%&JAMBS II ASTRAGAL
MASONRY7-- III SHOWN FOR
OPENING III REFERENCE
III
2X BUCK III
III III
III
III
III
BUCK ANCHORING
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers maybe 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
may be required to ensure the "MAX ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
....................
.... .. .......
- ........... ..........
.
C....
.................................
M(N
NCt^
. . ...C%ERAMIN
NCE
.................. ..........
............ I..............
...... ............
TO Si NRY
TO AOJACENi
...
........... ..............
..........
—.
.........
r
ITW
114"
1-114'
TAPCON
ELCO
1/4"
1.1/ir
1.
IULTRACON
I
I
I YVUUL).5L;Kt:W IMIALLAIJUN INVIra;
1. MaIntain-a minimum 5/6'edge distance, I"end distance, & I" o.c. spacing of
wood screws to prevent the splitting of wood.
- IVs=W
'n
0
d
nrrn its
z owzo
4" .24
M 0. IL
U Z.
III I I III
MASONRYT- TYP HEAD III I I III
OPENING & JAMBS
III I I III
ASTRAGAL
co -Ic
2X BUCK III AND FRAME III 2
III SHOWN FOR w
III REFERENCE
III I I III of
77
BUCK ANCHORING
Le N.T.S.
BY.. JK
L BY. LFS
&MG NO-
FL-15037.2
:Er _L3 OF L6 __
4-9/16"JAMB I DIRECT TO
6-9/16"JAMB D MASONRY
1
— 6° I —r
' 1
- �H
_ L 2X BUCK SEE e0
DETAIL 1 _
MASONRY J 1XBUCK MASONRY
OPENING OPENING
TYP. HEAD
& JAMBS
FRAME O FRAME
p TYP. SILL
BUCK I BUCI
7"
L 2X BUCK
J 1 X BUCK
SEE
49/16"JAMB I DETAIL 1
TYP. HEAD &
6.9/16' JAMB D
JAMBS —
DIRECT TO
MASONRY
12
p TYP. SILL
I
SEE
-IIII
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1f1-Itt1
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1I
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ma
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6-9/16" JAMB O _
'
to Z
DIRECTTO
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MASONRY
vi O
SEE I
DETAIL 2 DETAIL 2
_ TYP. SILL
i ..
�1 1 11 1 i 1 II II 1 11 11 1 1
2X BUCK K ; . 49/16" JAMB N DIRECT TO '
1XBUCK Cs FRAMEANCHORING �g/16"JAMB O MASONRY fRAMEANCHORING
DIRECTTO N 26
MASONRY
It 14
00
DETAIL DETAIL2 ASTRAGAL
Outsving BOLT HOLE ASTRAGAL
CONCREMANCHORNOTES: DE1AIL2 BOLT HOLE
1. Concrete anchor locations at the comers may be adjusted to maintain the min. Insving 1 X BUCK
edge distance to mortar joints.
2. Concrete anchor locations noted as MAX ON CENTER" must be adjusted to 2X BUCK
malntain the mh edge distance to mortar joints, additional concrete anchors
m"MAX.
ay be required to ensure the ON CENTER' d mension are not exceeded. DIRECTTO
3. Concrete anchor table: MASONRY
RNCHOR
ANCHOR
MIN CkEARAN.0
CLEABA IY11N NC
:.-,.
.ra;'SP..�.<.........;......
....................:.......:..........:.......................:.::
::•,
1.1/4"
2"
TOADiICEtVi
ITW ®
TAPCON
1/4"
4"
ELCO
ULTRACON
1/4
1.1/4"
1"
4"
ITW a
3/16"
1.1/4"
3"
1-1/2"
TAPCON
distance,
wvw �cKtw ms/nl.l.nnnun nwr�:
1. Maintain a minimum 5/8" edge d stance, i"end distance, b l' o.c. spacing of
wood screws to prevent the splitting of wood.
LATCH 3 DEADBOLT DETAIL
HINGE DETAIL
SEE HINGE
DETAIL
J
1
HINGE JAMB ASTRAGAL STRIKE JAMB
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Spacer Adapter
DRAWING NO.:
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FL-15037.2 0
SHEET 16 OF 16
81LL Of MATERIALS
DEM d
DF3CRIPDON
MAiERUL
A
1 X BUCK SG >= 0.42
WOOD
B
2X BUCK 5G >= 0.42
WOOD
C
1 /4"MAX. SHIM SPACE
-
D
1 /4" X 23/4" ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
1 /4" X 1-3/4" PFH ITW CONCRETE SCREW
STEEL
G
3/16" x 3-1 /4"PFH ITW CONCRETE SCREW
STEEL
H
1/4"x3-1/4"PFHiiWCONCREfESCREW
STEEL
I
1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW
STEEL
J
1/4" X 3.3/4" PFH ITW CONCRETE SCREW
STEEL
K
#8 X 2-1/2" PFH WOOD SCREW
STEEL
L
# 10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT)
STEEL
M
#9 X 2-1 /7' PFH WOOD SCREW
STEEL
N
3/16" x 2-IX PFH ITW CONCRETE SCREW
STEEL
O
3/16" x 2�/4" PFH ITW CONCRETE SCREW
STEEL
1
HEAD AND SIDE JAMB (PINE) SG>= 0.42
WOOD
7
MEDIUM REACH COMPRESSION WEATHER-STRIP
FOAM
11
# 10 X 1-1/7 PFH SCREW
STEEL
12
#10 X 7' PFH WOOD SCREW
STEEL
18
THRESHOLD OUTSWING
ALUM./WOOD
22
INSWING SIDELRE ADAPTER
STEEL
23
OUTSWING SIDELITE SPACER
STEEL
26
ASTRAGAL STRIKE PLATE
STEEL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT PLATE
STEEL
29
4" X 4"HINGE
STEEL
32
DOOR BOTTOM SWEEP
PVC
33
INSWING THRESHOLD
ALUM./WOOD
40
FIBERGLASS DOOR PANEL -SMOOTH STAR
-
41
FIBERGLASS DOOR PANEL -FIBER CLASSIC
-
42
FIBERGLASS DOOR PANEL -CLASSIC CRAFT
-
46
ASTRAGAL
ALUM.
47
ASTRAGAL FLUSH BOLT
STEEL
48
ASTRAGAL FLUSH BOLT RETAINER
STEEL
50
FIBERGLASS SIDELiTE PANEL -SMOOTH STAR
51
FIBERGLASS 51DELITE PANEL -FIBER CLASSIC
-
52
FIBERGLASS 51DELTTE PANEL- CLASSIC CRAFT
-