HomeMy WebLinkAboutPRODUCT EVALUATION REPORTR W R W Building Consultants, Inc. RC�L-i�7E6'—
BConsulting and Engineering Services for the Building Ind istry M A q U. 8
C P.O. Box 230 Valrico, FL 33595 Phune913.6599197
Florida Board ofPrafessional EoginmisCeNficale ofAutborizationNo.AT. Lucie County, Permitting
Product
Category
Sub Category
Manufacturer
Product Name
E`xteiiu`r`•
Swinging
Therma Tru Corporation
13Y
- Fiber -Classic and SmoothStar
118 Industrial Drive
Composite Edge Opaque Fiberglass Single Door
Doors' -
Assemblies
Edgerton, OH 43517 St. Luc
e County InswinglOutswing
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 Thenna Tru
Corporation based on Rule Chapter No. 61G203, 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 & R301.212 and does
not require an impact resistant covering. This product meets missile level "D" and d includes Wind Zone 4 as defined in ASTM E1996
and FBC Sections 1609.1.22 & 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 drawing FL-20468.1 requite further engineering analysis by a licensed engineer or
registered architect
6. Filler -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within sir months of
installation
7. See drawing FL-20468.1 for size and design pressure limitations.
. SupportfngDocuments.
1. Test Report No.
Test Standard
Testing Laboratory
Signed by
ETC 01-741-10700.0
TAS 202-94
ETC Laboratories
Wendell W. Haney, P.E.
ETC 01-741-10702.0
TAS 202-94
ETC Laboratories
Wendell W. Haney, P.E.
TEL 01461612
ASTM E1886-05, E1996-09, E330-02
Testing Evaluation Leb.,lnc.
V.K. Wright
TEL 01460145
ASTM E1886-02, E1996-02, E330-02
Testing Evaluation Lab.,lnc
Lyndon F. Schmidt, P.E.
2. Drawing No.
Prepared by
Signed & Sealed by
No. FL-20468.1
RW Building Consultants, Inc. (CA#9813)
Lyndon F. Schmidt, P.E.
3. Calculations
Prepared by
Signed & Sealed by
Anchoring
RW Building Consultants, Inc. (CA#9813)
Lyndon F. Schmidt, P.E-
4. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute, certifying that Thenna Tru Corporation is
manufacturing products within a quality assurance program that complies
with ISO/IEC 17020 and Guide 53.
Sheet 1 of 1
No '43409 E ®PA"
>T
STATE OF
Lyndon F. Schmidt P.E.
FL PE No. 43409
1202017
THERMAITRU®
d
DOORS
rip
Fiber -Classic,'& Smooth -Stare
COMPOSITE EDGE
OPAQUE FIBERGLASS SINGLE DOOR
INSWING/OUTSWING
"IMPACT"
GENERAL NOTES
1. This product has been evaluated and Is in compgance with the bth Edition
120171 Porfda BugAng Code 1TBC) smIchwai requirements exdudmg the °I6gh
Velocity Huaicane Zone 1HVH11.
2. Product anchors stag be as fisted and spaced as shorn on details.Anchor
embedment to base matedd shag be beyond wall dressing or stucco.
3. When used in areasneq,,,q wud bome deem protection this product
complies With FBCSectam 1609.1.2 & R301212 and does not require an
impact resistant covemg.Thts product meets ms•Ae level-W and includes Word
Zoe 4 as defined inASTM E1996 and FBC Sections 16D9.124 & R3012121.
4. For 2cstud framing comfisnaDrt anchoring of these units shag be the same as
that shown for2r buck mosorryconstruction.
S. She conditions that deviate from the details of this drawing require fudher
engineering analysis by fcensed engfneerwregistened architect.
6. FIberLiossfc BSmooMtorDoor pan& mgt&e the use of'P pad numbers and
must be stained apatnted within s& months of Insttaffaffon.
FABLE OF CONTENTS
SNEN
DF3CROTON
i
TYPiW6evatam.Deggnfttt &Gen Notm
2
Door PaIdDetags
3
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5
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7
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&Forme Anchanrg
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to
Components
If
smdMofedom
a-
37.75-MAX OA
FFRAME WIDTH
DESIGN PRESSURE (PSI)
DESIGN PRESSURE(PSF)
CONFIGURATIONLOCI'
INSWING
OUTSWING
HARDWARE
POSITNE
NEGATIVE
POSITIVE
NEGATNE
X
Latch & Deadbolf
+67.0
-67.0
+67.0
-67.0
X
MuDlpoint
1 +50.0
-50.0
+50.0
-50.0
See Sheet 3 for Hardware Specifications
W.
FL-2046B.1
1'
EXTERIOR 1.198'
�I.I t--Ib7S I ray
COMPOSITE
CAP
'..
COMPOSITE INTERIORLOCKBLOGK ED
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(ENGINEERED WOOD)
1 HORIZONTAL CROSS SECTION
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F
HARDWgRETgBLE ,
MANUFACTURER
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SCHLAGE
KNOB: F51
DEADBOLC 060
KNOB: SIGNATURE SERIES
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HOPPE
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(3pt.ManualTongue)
711111
illy illlll_i IIIIIII EMM,
Fiber-Classic/Smooth-Star Door Pane) Options
Products approved include all embossed panel doors and 2 panel recessed panel doors.
Similar opaque panel configurations are allowed.
Panels shown are for illustration and are representative only.
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Notes:
I. Sit Item 0's17.18,U34.35.36,37.383,39areatfoched to lambs w/(3)# 2-117pfhsaevrs at each end.
SM Item RS Ib & 33 are attached fojanbs w/ (2( A8 %2-VY pih screws at each end.
SA Item 5156 aNached tolambs ufifafrg (2) FIO X 2pph SMS of each end.
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F-204M.1
BILL OF MATERIALS
BILL OF MATERIALS
REM
DESCRMN
MATERIAL
nEM#
DESCRIPTION
MATERIAL
A
1XBUCK(SG>=0.42)
WOOD
25
#8x2-1/2'PFH WOOD SCREW
STEEL
B
2XBUCK(SG >=0.421
WOOD
26
#8x5/8"PFH WOOD SCREW
STEEL
C
1/4" MAX. SHIM SPACE
27
LATCH STRIKE PLATE
STEEL
D
1 /4" X 23/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
28
DEADBOLT STRIKE PLATE (STANDARD)
STEEL
E
MASONRY - 3,OOD PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
28A
DEADBOLT SUB STRIKE
PLATE
STEEL
28B
DEADBOLT STRIKE PLATE
(SECURITY)
STEEL
G
3/16" X 3-1 /4" ITW CONCRETE SCREW
STEEL
29
4" X 4" HINGE
STEEL
J
1/4"X33/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
30
LATCH& DEADBOLT STRIKE PLATE (TONGUE SYSTEM)
ALUM/COMP
L
#10 X2-1/Z'PFH WOOD SCREW (I.I 5'MIN. EMBEDMENT)
STEEL
31
MULTIP01NT STRIKE PLATE (TONGUE SYSTEM)
AWWCOMP
M
3/16"X2-1/4" ITW CONCRETE SCREW
STEEL
32
INSWING THRESHOLD
ALUM/COMP
N
3/16"X23/4"ITW CONCRETE SCREW
STEEL
33
INSWING THRESHOLD
ALUM/COMP
1
JAMB (FINGER JOINT PINE)
WOOD
34
INSWING THRESHOLD
ALUM/COMP
6
WEATHERSTRIP '(MEDIUM REACH)
FOAM
35
INSWING THRESHOLD
ALUM/COMP
7
WEATHERSTRIP'(LONG REACH)
FOAM
36
INSWING THRESHOLD
ALUM/COMP
8
SWEEP -
VINYL
37
INSWING THRESHOLD
ALUM/COMP
9
SWEEP
(USE W/; MODERATE CLIMATE THRESHOLD)
VINYL
38
INSWING THRESHOLD
ALUM/COMP
10
SWEEP
(USE W/ PUBLIC ACCESS THRESHOLD)
VINYL
39
INSWING THRESHOLD
ALUM/COMP
15
PUBLIC ACCESS THRESHOLD
ALUM
40
DOOR PANEL (BOOK)
-
16
OUTSWING THRESHOLD
ALUM/COMP
41
DOOR PANEL (HYBRID)
17
OUTSWING THRESHOLD
ALUM/COMP
1 42
DOOR PANEL(UI)
18
OUTSWING THRESHOLD
ALUM/COMP
22
#8 x 3/4" PFH WOOD SCREW
STEEL
23
#10x3/4"PFH WOOD SCREW
STEEL
24
#10 x I" PFH WOOD SCREW
STEEL
CONCREEANCHOR NOTES:
1. Concrete anchor locations at the comers maybe adjusted to maintain Rse min
edge distance to nwrtarjoints.
2. Concrete anchorlocatiomnoted as "MAX. ON CENTW must be adjusted to
mamfain the mh edge dMance to mortorlotnts, addtlionai co=ete anchors
may be required to ensure Me °MAIL ON CENTER" dmenstan ara not exceeded
3. Concrefeanchorfabie:
z'
ANCHOR ANCHOR MIN MIN•CLEARANCE' MIN+:CLEARANCE
TYPE StEE EMBEDMENT TOMASONRY TDAWACENT
-EDGE Z;'ANCHOR
TAPCON
ELCO 1.
ULTRACON
TAPC RON0ZI AS SHOWN 1.1/T
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8"edge distance, I" end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
Nib
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FL-20466.1 I a