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HomeMy WebLinkAboutProduct Evaluation Report; Glazed Fiberglass Single Doorp sm%rt;,,912?SIB
�klding
R R Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrieo. FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate ofAuthoriaation No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Swinging
Therma Tru Corporation
Fiber -Classic and Smooth -Star
Exterior
Exterior Door
118 Industrial Drive
Composite Edge Glazed Fiberglass Single Door w/Sidelites
Doors
Assemblies
Edgerton, OH 43617
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. for Therma Tru
Corporation based on Rule Chapter No. 61G20-3, 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 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 E1996 and
FBC Sections 1609.1.2.2 & R301.2.1.2.1.
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 drawing FL-20468.11 require further engineering analysis by a licensed engineer or
registered architect.
6. Fiber -Classic & Smooth -Star Door and Sidelite panels require the use of "J" part numbers and must be stained or painted within six
months of installation
7. See drawing FL-20468,11 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
Test Standard
TEL 01460131
ASTM E1866-02, E1996-02
ASTM E330-02, E331-00
TEL 01460274
ASTM E1886-05, E1996-05
ASTM E330-02, E331-00
TEL 06-1031-4
ASTM E1886-02, 1996-02, ASTM E330-02
TEL 06-0831-1
AAMAIWDMA/CSA101/I.S.2/A440-05
ASTM E1886-02, E1996-02
TEL 01461612
ASTM E1886-05, E1996-09
ASTM E330-02, E331-00
TEL 01461939
ASTM E330-02, E331-00
ASTM E1886-05, E1996-09
Testing Laboratory
Sianed by
Testing Evaluation Lab.,inc.
V.K. Wright
Testing Evaluation Lab.,lnc.
V.K. Wright
Testing Evaluation Lab.,lnc.
V.K. Wright
Testing Evaluation Lab.,lnc.
V.K. Wright
Testing Evaluation Lab.,lnc.
V.K. Wright
Testing Evaluation Lab.,lnc.
V.K. Wright
2. Miami Dade NOA Materials Testing
16-1117.01 Butacite® PVB Interlayer (Kuraray)
17-0712.05 Saflex® PVB Interlayer (Eastman Chemical
Company),, ,%2%U 09a,tq,g,,
3. Drawing No. Prepared by
c®oaft ra°�i,+f f�
No. FL-20468.11 RW Building Consultants, Inc. (CA#9813)
4. Calculations Prepared by
6�
Anchoring RW Building Consultants, Inc. (CA#9813)
ldo 43409
5. QualitgAssurance
1
Certificate of Participation issued by National Accreditation and
� a
Management Institute, certifying that Therma Tru Corporation is
°o F �g [ Of
manufacturing products within a quality assurance program that complies
® 0
'Q„ '
with I8011EC 17020 and Guide 53.
a 1
© ON
oa
oaas
Sheet 1 of 1
Signed & Sealed by
Lyndon F. Schmidt, P.E.
;f
OMPLIANCE
:-C''��®U NTY
§n9i5n�9eflmidt, P.E.
FL PE No. 43409
12/14/2017
THERMANTRU"
DOORS
Fiber -Classic. & Smooth -Star.
COMPOSITE EDGE
GLAZED FIBERGLASS SINGLE DOOR
w/ SIDELITE(S)
INSWING/OUTSWING
"IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition (2017( Florida
Uding Code (FBC) struclural requirements exciudmg the "High Velocity Nunicane 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 bone debris protection this product complies with
FBC Sections ldW.12 & R3012.12 and does not require an impact resistant covering.
This product meets missile level •D" and includes Wind Zane 4 as defined 6r ASTM E1996
and FBC Sections 1699.122 S R301.212.1.
4. For 2x stud framing construction, anchoring of these units shall be the some as that
shown for 2x buck masonry construction.
S. Sile conailions that deviate from the detaft of this drawing require further
engineering analysis by a licensed engineer or registered architect.
6. Fiber -Classic & Smooth. -Star Door & Siderrte panels require the use of "J" port numbers
and must be stained or painted wiitrin six months of installation
TAM OF CONMM
76" MAX. FRAME WIDTH
oas
37-75' MAX 37.5- MAX.
FRAME WIDTH FRAME WIDTH
T_
z z
3 d
Oa Op
c�
pW n=
P
�l
i
;/
I/
X
O
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1142Y MAX. FRAME WIDTH
O.7 0.75"
37S' MAX 37.7; MAX.
FRAME WIDTH FRAME WIDTH
i
i
O
X
O
,9
/
r
r
DESIGN PRESSURE (PSI)
DESIGN PRESSURE (PSI)
CONRGURMON
INSWING
OUTSWING
POSMVE
NEGATIVE
POSITIVE
NEGATIVE
xO/Ox, Ox0
+50.0
-50.0
+50.0
-50.0
See Sheet 4 for Hardware SpecNicat(ons
sCM-L N.T S.
Oxc er: JK
cra. ae US
FL-20468.11
ccr _L OF 14
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40
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COMPOSITE
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COMPOSITE HINGE STILE 11 OR LOCK STILE Z,
CAP (ENGINEERED WOOD) HORIZONTAL CROSS SECTION (ENGINEERED WOOD) co, 121
mi
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G1
0.698-, BURIOR
TOP RAIGCAM (COMPOSUMNNEERED S r
WOOD)
Fz
........................
......................
COMPOSITE
CAP
COMPOSITE HINGESTILE IIMMIOR LOCK STILE aQ
CAP (ENGINEERED WOOD) (ENGINEERED WOOD) c o Ig,
FOAM CORE Zt
HORIZONTAL CROSS SECTION (POLYURETHANE- M
1.9PCFMN,)
ca
Uff MAX. DOOR 35.813* MAX. DOOR 35213'MA)L DOOR
PANEL WIDTH PANEL WIDTH PANEL WIDTH GI a
4
>
INTERIOR EXTERIOR INTERIOR EXTERIOR C3 fE
ci
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BOTTOM RAIL
(COMP-) 08102116
VERTICAL CROSS — N.T.S.
SECTION mr. By- JK m
3 VEIMCAL CROSS SECTION /-4
\- 2 2 CHY BY.. LFS
WAWM NO.-
FL-204'68.11
@�pDX0OR PANEL DOOR PANEL
40 DOOR PANEL 42 DOOR
BOOK 41 9�pll Door Hybdd Door %tEu 2 oF 14
1 HOP
RONTAL CROSS SECTION
3
36" MAX
PANEL WIDTH
50 51DELRE PANEL
TOP RAIL
(COMP)
c
=
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1.9 PCF MIN.)
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9
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INTERIOR
V ¢ ` j
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FIBERGLASS SION
0
BOTTOM RAIL N zl
(COMP) SCAM
08 02 . 1L � N.T.S.
DWC Ertl. JK
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VERTICAL CROSS SECTION DR� NO-
3 FL-20468.11
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SEE HARDWARE CHART
Fiber-Classic/Smooth-Star Door Panel Opflons
Products approved include all embossed panel doors and 2 panel recessed panel doors.
Similar glazed panel configurations are allowed.
Panels shown are for Mustration and are representative only.
rFAfWVrsua: rAor.c
MANUFACTURER
;. MOD�1.
KNOB. F51
SCHLAGE
DEADBOLT. 860
KNOB: SIGNATURE SERIES
KWIKSEr
DEADBOLT: SIGNATURE SERIES (98D)
HOPPE
MULTIPOINT : MPDGART
(TNFgMp.TRU,
(3 pt. Manual Tongue)
J- IuMO1i
IRS
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UN ••
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z
Wi- N.T.S.
c. BY: JK
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AWING NO.:
FL-20468.1 1
rFr 4 of 14
1-1/4!'NN.1 .I v 29
EMB. (TYP.)
1 HORIZONTAL CROSS SECTION
§ Ouisro ng shown (Sevin sim3ar)
0.15• (rYP)P)
SEE NOTE 1
INTERIOR 25
EXTERIOR
1-1/4' MIN.
EMB. (TYP.) —
r21 HORIZONTAL CROSS SECTION
$ Outswing shown (Inswing similar)
UFMIN.
EMB. (TYP.)
5 HORIZONTAL CROSS SECTION b HOR)ZONTAL CROSS SECTION
5 Outswmg shown (inswing similar) 5 ouwmng shown Inswing similar)
Notes:
located 6 from
\\vim :...•---
.
�r�O���
1. Sidelite assembly screws
Q
each end and 6 more screws equally spaced
_:
g
A a
o• m
between (B screws total per side jamb).=
2 Siidelite assem • screws located T tram each
- t1'
9• 1
.
z
end & at centerline 13 screws along head jamb).
y�
EXTERIOR WVA INTERIOR
3 VERTICAL CROSS SECTION
5 Ouiswmg stwwrr (Insw ng similar)
OMNI-
EXTERIOR
% •• -
QCROSS SEC170M
\\
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00
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ILE: N.T.S.
a er: JK
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&WNC NO,
FL-20463.11
m-r 5 or 14
111111111////
0
Notes:
1. Siderite assembly screws located 6" from
�= •
O
�j �,
each end and 6 more screws equally spaced
=
between IS screws total per side)amb).
2. Siderite located T from
assembly screws each
z
O a n
end & at centerline (3 screws along head jamb).
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e
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n
= O- O
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40 41 42
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EXTERIOR INTERIOR
J?
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6
50
a
VERTICAL CROSS SECHON
G INUIOR
p'
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ncr,"'
c
0
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a
a
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EXTERIOR 25 .o E
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SEE NOTE Ioon
1-i/4"M1N 29 40 41 42
1
N
J N
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1-1/4"MiN.
A
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9vi8. (iYP.)
;
1 HORIZONTAL CROSS SEC17ON
2 HORIZONTAL CROSS SECTION
g
W o
6 Shown w/ 1X sub -buck
Outswmg shown (Inswing smulor)
6 Shown w/ 1 X sub twck
25
w
SEE NOTE 2
a
G
o A
Q 3
Z
5o
7
m
W Z
o
EXTERIOR INTERIOR
W
aTC.08 02116 ?
sr„�. N.T.S.
�4� VERTICAL CROSS SECTION
6 Shown w/1Xsub-buck
C". BY. JK m
Outswing shown (Inswing s'vdar)
aur. ar: LFS 3
DWtWM N0.
Fi-20468.17 0
smw 6 or i 4 N
3 HORQOMAL CROSS SECTION
] Oufswmg o ly w% 69/0l6 jamb
Notes:
1. S•idelite assembly screws located 6• from each end plus 6 more
equally spaced between (8 screws total per side jamb).
2. Sidefite assembly screws located 3• from each end & at centerfine
(3 screws olong head jamb).
ono. I, , r.r
1 HORIZONTAL CROSS SECTION
7 Shown Direct to Masonry
Outswing only w/ 6-9/16 jamb
MAY,
r
— MUt.
4 VERTICAL CROSS SECTION
] Shown Direct
oonlytw/ 6-911166 jamb
INFERIOR
aa:
a
N
x'
UetWIEC.
z *
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THE
61
11^
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ERERIOR // � a - z
SEE OIE 1 rM� 802116
1-114" MIN.
2 N.T.S.
VERTICAL CROSS SECTION
FMB. (TYP.) scar:
] JK
Shown Direct to Masonry
Outswmgonly w/6-9/16'jamb c"K By; LFS
BMR*um rw.:
FL-20468.11
9iff7 % OF 14
Notes:
* SDI Item #'s 17.1& 32. 34. 35. 36. 37, 38 & 39 are attached to Jambs w/ (3) #8 X 2-1/T pth screws at each end.
SM Item Vs 16 & 33 are attached to jambs w/ (2) #8 X 2-1/T pth screws at each end.
SUI Item #151s attached to Jambs utfl2ing (2) # 10 X T pph screws at each end.
2. S,deite assembly screws located 3" from each end & at centerfne (3 screws a.ong 0).
INTERIOR EXTERIOR INTERIOR f77
I SEE NOTE 1
S
- - ° p° n •e n n
�11 VERTICAL CROSS SECTION
$ Insm gSil
I SEE
a ° P
z L I
F
�m
w
4 VERTICAL CROSS SECTION
$ Public Access S®
EXTERIOR
FS
F
2 VERTICAL CROSS SECTION
i $ Iro-OngSru -
2�
5 VERTICAL CROSS SECTION
$ Inswing SM
met o
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aLeJE
fir
=C1.0SP
I°�:ayn
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on z
EXTERIOR INTERIOR N
a x Z-
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^
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4041 42 7 16 1718
a M,tLL
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SEE NOTE 1
E
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VERTICAL CROSS SECTION = W
a
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a
a
EXTERIOR
SEE NOTE 2, R ;
INTERIOR
�-6 � VERTICAL CROSS SECTION
8 outswhg Sig
i d
s— N.T.S.
DWG. 0T: JK
�m
CM BY. LFS
DRAMG No.:
FL-20463.II
sir 8 of 14
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10
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HEAD 8 JAMBS HEAD & JAMBS
(TYP-) 1 1 (TiP.) I I I I j U x
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m Q
MUCK
(TYP-)
II II 11 j o
II 11 O �
II II 11 a
II 11 II
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N.T.S.SCALE
°
MUG. av: JK m
2X BUCK ANCHORING cm BY. LFS 3
°RAMO NO.:
FL-20468.11
0
srlffr 9 of 14 H
— — 0
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p� n
(3) PTTI WS,7 '''i,'''`; 7 > m
II INL 10
nmi
JAMB TO HEAD DEFAIL
a 5 00 N G
DIRECTTO D DIRECT TO D(TYP) P E z 0=o
MASONRY MULLION MASONRY o c$
HEAD 4, VYP ) fnP•) HEAD MllLUON gyp) ° N v m a `.
RYP.) 4• (tYP) 37 (TYP ) 4
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iy x
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DIRECT TO DIRECT TO N
MASONRY MASONRY ° 4
J JAMBS Y >-
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FRAME ANCHORING �. �: LFS 3
FL-20.168. } }
0
s�W }O OF 14 w
g
(TYP.)
8° RrP.►
T
�'
i I
l l I I
( 2X BUCK
J 1X BUCK
HEAD &JAMBS _
Imo•)
N
I 1
1 1 I I
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— —
—
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HEAD 8 JAMBS —
— —
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fq N m UO O o C W
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28 o m
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STRIKEJAMB HINGEJAMB SIRIKEJAMB ^ n4. m
27 Latch and Deadbolt Multipoint Lock o m m
LAPgmg�?�o
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29 LATCH&DEADBOLTDETAIL g i
LATCH & DEADBOLTDETAIL G I X BUCK M _
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MASONRY ^ r a
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LATCH & DEADBOLT STRIKE DETAILS MDLTIPOINT LOCK STRIKE DETAILS
— 08/02/76 i
SCALE N.T.S. °
HINGE DETAIL
DWG. BY: JK m
cwc By.. LFS 3
DRAPING NO.:
m
FL-20468. } 1
a
14
SHUT } } OF } 4
EXTERIOR
go
CELLULAR
IrtGLASSOITE
GLAZINGTAPE z 0-gym"
I"THK. GLASS
I/IrTEMPERED GLASS
IITAIRSPACE
0" z
513T ANNEALED GLASS
Em
DOW995 cw
0.090'PVB INTERLAYER
OR (SAFLEX OR KURARAY BUTACITE)
SIKA 552 INTERNAL GRID (GBGj WROUGHT IRON INSERT
Ifir ANNEALED GLASS
#lox I-itrppHsms
3A SWIGGLE GLAZING SPACER
I )SAAS
INTERIOR
GLAZING DEMIL
G1 6 0
Impact Lite Frame
IniMmin!". Dm=p
Door Panels & Sidefites ti.l C3
20.W D.LO
WIDTH PRIVACY INSERT DECORATIVE INSERT
I" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS
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an
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= I it 0
Q � a 0
Or
#10 x 1-11T PM SMS m Q
(TYP-)
*�AMLUMINUM FRAME
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3A = 1z
Panels
8/02/1 6
4smz-. N.T.S.
(ryp) Dm. er. JK
CML BY. LFS
DRAWING NO.:
ALUMNUM LITE FRAM
FL-204
ISHM 12 OF 14
7.W'
L N, 32 I.- �1119Nrl-mlm=- Adristeble M 7-1 /T
@)_L 1=11,GTHRESHOLD
t
Irene ng Moderate Cfmale sift 1-W
*M�!GIHOIZ:teClimate Sil
5.75
*INSNtING THRESHOLD
Imwing Basic ..d 5311 sm
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4.5e
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6.T
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15 PUBLIC ACCESS THRPSNOID
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0
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77
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BILL OF MATERIALS
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CONCREMANCHORMOTU
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T
P. Concrete anchor locations at the comers may be adjusted to
maintain the min.
a
w
edge distance to mortoriaints.Ex
2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to
w
maintain the min edge distance to mortarjoints, additional concrete anchors
o
rr a
may be required to ensure the MAX. ON CENTER" dimengon are not exceeded.
o
r, e
S
3. Concrete anchor table.
ANCHOR ANCHOR MIN MIN CLEARANCE MUCC
a
' 10N1ASONRy
TYPE s SIZE EMBEDMENT..:. ...
10ADJACENT
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ra,E OS/02 16 ?
ELCO
T/4" 1.1/4"
i"
4"
sr r. N.T.S.
ULTRACON®
fiW ® 3/ib" 1-t/4"
AS SHOWN
1.1/2"
°P�G JK m
anc �. LFS ;
TAPCON
WOOD SCREW IAL57A11ATTON NOTES.,
DknmNG Na:
1. Maintain a minimum 5/8" edge distance. 1"end dWonce. & 1"o.c.
spocing of
FL 20468 T 1 m
n
wood screws to prevent the spfrfft of
wood
SHEET t 4 ov 14
OF MATERIALS
►►ENT $
DESCRIPRON
MATERIAL
IIEiN �
DESCRIPTION
MATERIAL
A
}X BUCK (SG >= 0.42)
WOAD
25
#8 x 2-i /2" PFH WOOD SCREW
STEEL
B
2X BUCK (SG >= 0.42)
WOOD
26
#8 x 5/8" PFH WOOD SCREW
STEEL
C
1 /4" MAX. SHIM SPACE
-
27
LATCH STRIKE PLATE
STEEL
D
1!4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
28A
DEADBOLT SECURITY SUB STRIKE PLATE
STEEL
29
4" X 4" HINGE
STEEL
F
#i0 X 2" PFH WOOD SCREW
STEEL
30
LATCH 8, DEADBOLT STRIKE PLATE (TONGUE SYSTEM)
ALUM/COMP
G
3/16" X 3-1 /4' ITW CONCRETE SCREW
STEEL
31
MULTIPOINT STRIKE PLATE (TONGUE SYSTEM)
ALUM/COMP
I
1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
32
INSWING THRESHOLD
ALUM/COMP
J
t/4 X 3-3/4' PFH ELCO OR ITW CONCRETE SCREW
STEEL
33
INSWING THRESHOLD
ALUM/COMP
L
#10 X 2-1/7' PFH WOOD SCREW (1.15' MIN. EMBEDMENT)
STEEL
34
INSWING THRESHOLD
ALUM/COMP
M
3/i 6" X 2-1 /4" ITW CONCRETE SCREW
STEEL
35
INSWING THRESHOLD
ALUM/COMP
N
3/16" X 2-3/4" ITW CONCRETE SCREW
STEEL
36
INSWING THRESHOLD
ALUM/COMP
1
JAMB (FINGER JOINT PINE)
WOOD
37
INSWING THRESHOLD
ALUM/COMP
6
WEATHERSTRIP (MEDIUM REACH)
EDAM
36
INSWING THRESHOLD
ALUM/COMP
7
WEATHERSTRIP (LONG REACH}
FOAM
39
INSWING THRESHOLD
ALUM/COMP
8
SWEEP
VINYL
40
DOOR PANEL (BOOK)
-
9
SWEEP (USE w/ MODERATE CLIMATE THRESHOLD)
VINYL
41
DOOR PANEL (HYBRID)
-
10
SWEEP (USE w/PUBLIC ACCESS THRESHOLD)
VINYL
42
DOOR PANEL (Ul)
-
15
PUBLIC ACCESS THRESHOLD
ALUM
50
51DELITE (FULL LITE)
-
16
OUTSWtNGTHRFSHOiD
ALUM/COMP
75
SIDELLTESPACER (INSWING)
PVC
i7
OUTSWING THRESHOLD
ALUM/COMP
76
SIDELITESPACER(OUTSWING)
PVC
18
OUTSWING THRESHOLD
ALUM/COMP
77
SIDEUTE SPACER (INSWING) -MODERATE CLIMATE SILL
PVC
22
#8 x 3/4"PFH WOOD SCREW
STEEL
88
1 X MULLION {SG >= 0.55)
WOOD
23
# 10 x 3/4" PFH WOOD SCREW
STEEL
24
#lOx 1"PFH WOOD SCREW
STEEL