HomeMy WebLinkAboutEvaluation Report; Fiberglass Door inswing & Outswing ImpactR W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida; Board of Professional Enbrineers Certificate of Authorization No. 9813
Product
Sub Category
1Manufacturer
Product Name
Category
Ther`ma-Tra Corporation
Smooth Star, fiber Classic, Classic Craft
Exterior
Swinging
Exterior Door
118 Industrial Drive
and'Classic Craft Rustic Fiberglass Door
Doom
Assemblies
Edgerton, O1,143517
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 ID #
1998) for Therma-Tru Corporation based on Rule Chapter No. 61 G20-3, Met4od 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 5th Edition (2014) 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. 1
4. When used in areas outside of the--HVHZ-- requiring wind borne debris protection this product complies with Section 1609.1.2 of the
FBC and does not require an impact resistant covering. This products meets missile level"'D" and includes Wind Zone 4 as defined in
ASTM E1996 and Section 1609.1.2.2 of the FBC.
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 detailsi of drawing FL-10537.1 require further engineering analysis by a licensed engineer or
registered architect. I
7. Outswing configurations using coastal sill item 94 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 the edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FLA 0537.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 01460336-A,B,C
STTS00001
15427-107362
AT167508.01-106-18
TEL 06-1031-1
2. Drawing No.
No. FL 10637.1
Test Standard �
ASTM 1)635-03 ,� ASTM D1929-96
ASTM D2843-99
ASTM G26-95
ASTM E84-00a
ASTM D 1929-96
TAS 201-94, TAS 201-94.
Testing Laboratory Signed by
Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E.
Sub Tropical Testing
Omega Point Laboratories
Architectural Testing, Inc.
TAS 203-94 Testing Evaluation Lab.,lnc.
Prepared by
RW Building Consultants, Inc. (CA #9813)
3. Calculations Prepared by a'`'t " %fad
Anchoring RW Building Consultants, Inc. (CA #9813)��Y-���>
4. Quality Assurance
Certificate of Participation Issued by National Accreditation and �;0'' Management Institute, certifying that Therma!Tru Corporation is d# k .0 4.,m"fix
manufacturing products within a quality•assurance program that complies
with ISOIIEC 17020 and Guide 53. n
Sheet 1oflp� rn tr;a
Lon Hicks, VP Operations
William E. Fitch, P.E.
Joseph A. Reed, P.E.
Wendell W, Haney, P.E.
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
1/30/2015
THERMANTRU
THERMA TRU DOORS
1 1 6 INDUSTRIAL DR., EDGERTON, OH 4351 7
SMOOTH STAR, FIBER CLASSIC
CLASSIC CRAFT & CLASSIC CRAFT RUSTIC
" 7 FIBERGLASS DOOR
MUMA INSWING / OUTSWING
X-rs-A �,IMPAcr
a7��n�,GES
,ENERAL NOT
T- �f1is product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC)
structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
Z Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material
shah be beyond wall dressing or stucco.
3. When used in the "HVHZ" this product comples with Section 1626 of the Florida Building Code and does not
require on impact resistant covering.
4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with
Section 1609.12 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 E1996 and Section 1609.1.22 of the FBC.
5. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of this droving 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 shag 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.
SHEET s
1
cross
37.75" MAX. OVERALL
FRAME WIDTH
35.93' MAX.
PANEL WIDTH
0
m
x =
w
c�
� x
q w
41 �
O
c�
m
SMOOTH
INSWING
37.75' x 82.25"
+75.0
STAR
OUTSWING
37.75" x 80.75"
+80.0
CLASSIC
INSWING
37.75- x 82.25"
+100.0
CRAFT
OUTSWING
37.75" x 80.75"
+100.0
CLASSIC
INSWING
37.75' x 82.25'
+90.0
CRAFT
OUTSWING
37.75' x 80.75'
+90.0
RUSTIC
FIBER
INSWING
37.75" x 82.25'
+75.0
CLASSIC
OUTSWING
37.7S' x 80.75"
+80.0
-75.0
-80.0
-100.0
-100.0
-90.0
-90.0
-75.0
-80.0
BY.. AL
BY. LFS
WING NO.,
FL-10537.1
Er 1 OF 10
L DETAIL A -A J
40 DOOR PANEL
Smooth Star
NOTE: WOODILVL COMPONENTS: PINE (SG
>= 0.42)
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DATE
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FBPE C.A. No. 9813
REVISIONS
0 2009
R.W.
Bumoemo
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REVISIONS
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Na' 6CO9 R.W. 9NILDIND CONSULTANTS IND.
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V
OPENING OPENING ` OPENING E of
3d
FRAME/XZ
-2X BUCK-,,.,- - -- - - - 2X'BUCK-- --- - - - -�� - - --- — - -- - ----- - - - - - - - - - - - - - r- -
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BUCK ANCHORING BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB
DP <= 80 psf 80 < DP <=100 psi Masonry 2X buck construction m
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as 'MAX ON CENTER" must be adjusted to
mairtoin the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. -
o' 3. Concrete anchor table:
/iNGNt311'
=ANCNO!!1
MftY
M. Ct . C£
MfN C...E,4RANC..
I1fPE
SIZE
J M13bAAENrt
70:ff..... NRY
TOADJAC'FNT.-:
........ .......
......EDGE.;
ANCHOR:-:.;::
IiW ®
TAPCON
1/4"
1-1/4"
2"
4"
ELCO
ULTRACON
1/4"
1-1/4"
1"
4"
WOOD SCREW
INSTALLATION
NOTES--
1. Maintain a minimum 518" edge distance, 1"end distance, & 1"o.c. spacing of
n wood screws to prevent the splitting of wood.
a
HINGE DETAIL LATCH & DEADBOLT DETAIL
u: N.T.S.
BY. AL
BY. LFS
WNG NO,
FL-10537.1
fr 8 or 10 E
MASONRY
OPENING
FRAN
1X BUC
HINGE JAMB FRAME ANCHORING STRIKE JAMS
o`
- Masonry 1X buck construction
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
e edge distance to mortar joints.
2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to
a maintain the min. edge distance to mortar joints, additional concrete anchors
omay be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
"ANCHOR'::
ANCHdR
Mffl.
M.IN CLEARANCE
-AKlN CLEARANCE:
iYPE
SRf
EMBEDMENT
MMASONRY
LOAMUCENT.:
.
EDGE
ANCHOR
ITW ®
TAPCON
1/ 4"
1-1/4"
ITW
TAPCON®
3/16"
1-1/4"
3"
1-1/2"
al IYVVU JVRCIY IIVJIl1LLH11VIV IV V I W.
1. Maintain a minimum 518" edge distance. I"end distance. 8. 1"o.c. spacing of
wood screws to prevent the splitting of wood.
a
a
LATCH d DEADBOLT DETAIL
HINGE DETAIL
N
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BILL OF MATERIALS
REM
DESCRIPTION
MATERIAL
ITEMI
DESCRIPTION
MATERIAL
A
1 X BUCK SG 2 0.55
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
1/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW
STEEL
33
LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC)
WOOD/LVL
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
PANEL REINFORCEMENT 0.023" THK. CLASSIC CRAFT RUSTIC
STEEL
G
3/16" X 3-1 /4" ITW CONCRETE SCREW
STEEL
36
FOAM CORE
POLYURETHANE
H
1/4" X 3-1/4" ITW CONCRETE SCREW
STEEL
40
SMOOTH STAR DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS
J
1/4" X 3-3/4" TW CONCRETE SCREW
STEEL
41
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 (LS300AJ)
ALUM./WOOD
43
LOCK STILE (SMOOTH STAR)
WOOD/LVL
2
INSWING THRESHOLD (IS300HP51
ALUM./COMP.
44
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 REINFORCEMENT 0.023" THE. SMOOTH STARJ
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 0.095'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
LOCK STILE (CLASSIC CRAFT)
WOOD/LVL
10
WEATHERSTRIP
FOAM
54
HINGE STILE CLASSIC CRAFT)
WOOD/LVL
11
HINGE
STEEL
55
BOTTOM RAIL CLASSIC CRAFT
COMP.
12
#10 X 3/4"PFH SCREW
STEEL
56
PANEL REINFORCEMENT 0.023" THK. CLASSIC CRAFT
STEEL
13
#9 X 3" 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)
WOOD/LVL
18
KWIKSEF PASSAGE LOCK -SIGNATURE SERIES _
STEEL
64
HINGE STILE FIBER CLASSIC)
WOOD
191
KWIKSET DEADBOLT -SIGNATURE SERIES (980)
STEEL
65
BOTTOM RAIL (FIBER CLASSIC)
COMP.
66
PANEL REINFORCEMENT 0.02WTHK. FIBER CLASSIC
STEEL
67
FOAM CORE
POLYURETHANE
(-�- 5.75'
0 rn�l
5 THRESHOLD
Ouhwing standard
5.85"
m
2 THRESHOLD
Insvnng adjustable
Fes— 5.83'
A.
6 THRESHOLD
Insw.ng
mmc dp rating =+/- 50.0 psf
5.87"
to
3 THRESHOLD
hawing self-acrjust
I-� 4.56"
I �
9 L1 HEAD 3 SIDE
Jamb
4 THRESHOLD
Outswing coastal
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C. ar: LFS
WNG NO,
FL-10537.1
rr 10 OF 10