HomeMy WebLinkAboutEvaluation Report; Fiber Classic Fiberglass Single DoorR R W Building Consultants, Inc. COPY
BConsulting and Engineering Services for the BuildingIndustry,,• ,C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Product
Category
Sub Category
Manufacturer
Product Name
Therma Tru Corporation
TO" x 6'8"
Exterior
Swinging
Exterior Door
118 Industrial Drive
"Fiber Classic"
Doors
Assemblies
'Edgerton, OH 43817
Fiberglass Single Door
Phone 419.298.1740
Inswing / Outswin "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. 9N-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 2010 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 Section 1609.1.2 of the FBC and does not
require an impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM El996 and
Section 1609.1.2.4 of the FBC.
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-5891.1 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-5891.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
ETC 01-741-10702.0
CTLA 98OW
2. Drawing No.
No. FL-5891.1
3. Calculations
Anchoring
Test Standard
TAS 202-94
SSTD 12-99
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared by
RW Building Consultants, Inc. (CA #9813)
Testing Laboratory Signed by
ETC Laboratories Wendell W. Haney, P.E.
Certified Testing Laboratories Ramesh Patel, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
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.
Lyndon F. Schmidt, P.E.
FL PE No. 43409
6/21/2012
PF 863 Sheet 1 of 1
THERMAITRU
THERMA TRU DOORS
1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7
TEL.'(41 9)298^1 740
3`'0" X 618
"FIBER CLASSIC"
FIBERGLASS SINGLE DOOR
INSWING / OUTSWING
'IMPACT'
GENERAL NOTES
1, This product has been evaluated and is in compliance with the 2010 Florida Building Code
(FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as fisted 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
Section 1609.1.2 of the FBC and does not requQe an impact resistant covering. This
product meets missile levet'D" and excludes Wind Zone 4 as defined in ASTM Ell 996.
4. For 2x stud framing construction, anchoft of:these units shall be the some as that shown
for 2x buck masonry construction.
S.- Site conditions that deviate from the detaUs of this drawing require furfher`engiineering
analysis by a licensed engineer or registered architect.
1'ABfE OF CONiEMS
DESCRIP110N
1
Typical elevations, design:presst�s & general notes
2
Door panel details
FSHEET#
3
Horiwntal cross sections
4
Vertical cross sections
5
Buck and frame anchoring -:2X Wick masom construction
6
frame anchoring,- IX buck masonry construction
7
Bill of Materials & Components
7.59' MAX. OA
FRAME WIDTH
36.Otr MAX
7ANEL.WIDTH
W1NG y�Tf�kX[t[ r
—tfihAlSffAf .'t7SIFii/f., IJlfG�i?f1✓E
INSWING 3759" x 82.19" +67.0 -67.0
OUTSWING 37.59" x 80.69" +67.0 -67.0.
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c5 ry, THERMA—TRU XUILDINC CONSULTANTS, INC.
FIBERGLASS DOOR FIA Sae 230 Volrico FL. 33595
N Phone No.: 813.659.9197
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PART OR ASSEMBLY:
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REVISIONS Lyndon F. Schmidt, P.E. No. 43409
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Documents Prepared By:
BUILDING CONSULTANTS, INC.
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REVISIONS
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MASONRY
OPENING
FRAME
12
HEAD
TYP. HEAD &
z
z
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2X BUCK-
BUCKANCHORING SMIKE JAMS
CONCRETE ANCHOR NOTES:
1. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
2 Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortar joints. it concrete anchor locations noted as "MAX. ON CENTER" must be
adjusted to maintain the min. edge distance to mortarMnis, additional concrete anchors
may be required to ensure the "MAX ON C&GWdimensions are not exceeded.
3. Concrete anchor table.
......
.. ........ ........ .
.............
..........................
. ...
.
...........
..........................
......................
..
..... ............
.. ... . . ...
.... ............. . ........
..... ..... . I .................................... ....
....... ........ -
.......... ................ .............. .............EARAfYCE .... .
. ...... . MAS.QX.RV--. EACU
......................
................................ . .....
...... ...... .................... I ...........
............ . . -- — . ......... .
............ .......... .. ..... -
.. ................................................... ..
N Ut
ACKWA C QR
................. . ......... . .......
....... ... .......... . ............ ....
..... ........... .................
ITW
Ifir
1-1/4"
2-1/2-
3"
ELCO
1/4-
1-1/47
1.
4"
FRAME ANCHORING
Masonry 2X buck construction
HINGE DETAIL.
I HINGEJAMB
LATCH & DEADBOLT DETAIL
F- N.T.S.
In: AL
BY. LFS
V= NO-
FL-5691.1
-r . _�5 of
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FRAME
[/T?YP.HEBS
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C)
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LATCH A DEADSOLT DETAIL
0
z
SMKE JAMB FRAME ANCHORING
HINGE JAMS
2
D)
Masorry I X buck construction
CM
CONCRETE ANCHOR NOTES:
1. Substitution of equal concrete anchors from a different suppler may have different edge
cristance, and center distance requirements.
2- Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortarjoints. If concrete anchor locations noted as'MAX ON CENTER"must be
adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors
10
z
may be required to ensure the 'MAX. ON CENTER" dimensions are not exceeded.
3. Concrete anchor table:
.......................... ... ............. I ................. ..................... . ....... .............. ........................
-A ..............
. . ..... ... ... .... . . .....
oxre 4123108
AD
SQ4L. N.T.S.
..... .... .. .. i . ... .. . .......... . ......... .. . .. .........
, ................ . . ... . . ............. . .... . .......... ... ..... . .. . .. .. . . ..... ........... . ...... ... ..... ....... ..........................................
Mo. Erf.6 AL Ca
FTW 1/4- 1.114"
LFS
HINGE DETAIL
DPAMNG M.
M
ITW 3/16" 1-1/4" 2-5/ir 1-1/.V
FL-5891.1 13
sHEEr of -7
TYPE
SIZE
ErN18EDMENi
N(ASQhiRY SAGE
BILL OF MATERIALS
ITEM I
DESCRIPTION
MATERIAL
A
IX BUCK SG>=0,55
WOOD
B
2XBUCKSG>=0.55
WOOD
C
MAX.1/4"SHIM SPACE
WOOD
D
1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
3/16" X 3-1 /4" PFH ITW CONCRETE SCREW
STEEL
H
1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW
STEEL
J
1 /4" X 33/4" PFH ITW CONCRETE SCREW
STEEL
K
#8 X 2-1/2' PFH WOOD SCREW
STEEL
L
# 10 X T PFH WOOD SCREW
STEEL
7
SHORT REACH COMPRESSION WEATHER-STRIP ERMA-TRU
FOAM
8
LONG REACH COMPRESSION WEATHER-STRIP HERMA-TRU
FOAM
9
4" X V HINGE .097' THK. THERMA-TRU
STEEL
10
# 10 X 3/4" PFH WOOD SCREW HINGE TO FRAME
STEEL
17
KWIKSET SIGNATURE SERIES PASSAGE LOCK
STEEL
18
LOW PROFILE OUTSWING BUMP FACE THRESHOLD ERMA TRU .050" WALLAL
ALUM./WOOD
19
HEADER JAMB 4.656" X 1.25"THERMA-TRU, PINE
WOOD
20
SIDE JAMB 4.656" X 1.25' THERMA TRU, PINQ
WOOD
21
KWIKSET SIGNATURE SERIES 780 DEADBOLT
STEEL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT PLATE
STEEL
32
DOOR BOTTOM SWEEP
PVC
33
SELF ADJUSTING INSWING SADDLE THRESHOLD .45' WALL AL - .080" WALL VINYL
ALUM.COMP.
50
FIBERGLASS DOOR PANEL -FIBER CLASSIC
51
FC DOOR SKIN .070" MIN. THK. FIBERGLASS BY
THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI
SMC
52
TOP RAIL
COMPOSITE
53
LATCH STILE
LVL WOOD
54
HINGE STILE
WOOD
55
BOTTOM RAIL
COMPOSITE
56
POLYURETHANE FOAM CORE - BASF 1.9 LBS. DENSITY
FOAM
57
LOCK BLOCK REINFORCEMENT
WOOD
4.56"
o I+— 2.36"
r9 20 NEAR d SIDE
.Iamb
2.2t7'
L
i �4.62'��
(7.� LOW PRORLE OUISWING SUMP FACE
5.75
L �
I
�� SELF ADJUSTING SADDLE 1NRESNOLD
er: AL
B.. LFS
MN(; No_
FL-5891.1
.r 7 of 7