HomeMy WebLinkAboutPRODUCT EVALUATION REPORTR W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Registry License No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Swinging
Therma Tru Corporation
Fiber -Classic & Smooth -Star
Exterior
Exterior Door
118 Industrial Drive
Glazed Molded Open Composite Edge
Doors
Assemblies
Edgerton, OH 43517
Fiberglass Single Door
Phone 419.298.1740
Inswing/Outswing -'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. 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 7th Edition (2020) 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 El996 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-20468.13 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-20468.13 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 01463287
TEL 01460145
TEL 01461612
2. Miami Dade NOA
20-0622.01
3. Drawing No.
No. FL-20468.13
Test Standard Testing Laboratory Signed by
ASTM E1886-13a, 1996-14a, E330-14, E331-00 Testing Evaluation Lab.,lnc. V.K. Wright
ASTM E1886-02, 1996-02, E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K. Wright
ASTM E1886-05, 1996-09, E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K. Wright
Materials Testing
SaflexO PVB Interlayer (Eastman Chemical Company)
Prepared by
RW Building Consultants, Inc. (#9813)
4. Calculations Prepared by
Anchoring RW Building Consultants, Inc. (#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.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
SCH
�� • �GENSF�. �
No 43409 �
:9 STATE OF »•�
Oil p4�`,
Lyndon F. Schmidt, P.E.
FL PE No. 43409
4/14/2021
Sheet 1 of 1
INSWING/OUTSWING
IM PACT
GENERAL NOTES
l . This product has been evaluated and is in compliance with the 7th Edition (2020) 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. This product
meets missile level "D" and excludes Wind Zone 4 as defined in ASTM El 996 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 this drawing require further engineering analysis
by a licensed engineer or registered architect.
6. Fiber -Classic & Smooth -Star Door panel require the use of "J" part numbers and must be
stained or painted within six months of installation.
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
Typical Elevations, Design Pressures & General Notes
2
Door Panel Details
3
Elevations
4
Horizontal & Vertical Cross Sections (2X Buck)
5
Horizontal & Vertical Cross Sections (1 X Buck)
6
Horizontal & Vertical Cross Sections (Direct to Masonry)
7
Vertical Cross Sections (Thresholds)
8
Buck & Frame Anchoring
9
Hardware Details
10
Lite Frame & Glazing Details
11
Bill of Materials & Components
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HOPPE MULTIPOINT : MPDGART
(THERMA-TRU) (3 pt. Manual Tongue)
:
ICIIwlI
Fiber-Classic/Smooth-Star Door Panel Options
Products approved include all embossed and recessed panel doors.
Similar glazed panel configurations are allowed.
Panels shown are for illustration and are representative only.
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SCALE: N.T.S.
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DRAWING NO.:
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2 HORIZONTAL CROSS SECTION
4 Shown w/ 2X Buck
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1 VERTICAL CROSS SECTION
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Outswing shown (Inswing similar)
2
40X41 X42
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7) (1 X2
INTERIOR
1 VERTICAL CROSS SECTION
5 Shown w/ 1 X sub -buck
Outswing shown (Inswing similar)
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3 HORIZONTAL CROSS SECTION
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1 VERTICAL CROSS SECTION
Shown Direct to Masonry
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2 HORIZONTAL CROSS SECTION
6 Shown Direct to Masonry
OutsWng only w/ 4-9/16' jamb
DIRECT TO MASONRY MAX. DESIGN PRESSURE:
± 55 PSF
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3 HORIZONTAL CROSS SECTION
6 Shown Direct to Masonry
Outswing only w/ 4-9/16' jamb
4 VERTICAL CROSS SECTION
6 Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
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DATE: 4/01 /21
SCALE: N.T.S.
DWG. BY. RW
CHK. BY: LFS
DRAWING NO.:
FL-20468.13
sHEu 6 OF 11
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Notes:
1. Sill Item #32 is attached to jambs w/ (3) #8 X 2-1 /2"pfh screws at each end.
Sill Item #33 is attached to jambs w/ (2) #8 X 2-1 /2" pfh screws at each end.
Sill Item #34 is attached to jambs utilizing (2) #10 X 2" pph SMS at each end.
40X41X42
SEE NOTE 1
r1
32
D
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1 VERTICAL CROSS SECTION
W 7 Inswing Sill
EXTERIOR
�.mmid
SEE NOTE 1
40 41 42
SEE NOTE 1
INTERIOR
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VERTICAL CROSS SECTION
Public Access Sill
INTERIOR
D 33
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SCALE: N.T.S.
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FL-20468.9 3
SHEET 7 OF 11
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MASONRY
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2X BUCK ANCHORING
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DATE: 4/01 /21
SCALE: N. T. S.
DWG. BY: RIN
CHK. BY: LFS
DRAWING NO.:
FL-20468.13
SHEET 8 OF 11
r4 7.11(1601
1 X BUCK
DIRECT TO
MASONRY
2X BUCK 20
t X BUCK G 27
DIRECT TO M
MASONRY
LATCH & DEADBOLT DETAIL
Kwikset
2X BUCK 21
1 X BUCK EM
DIRECT TO
MASONRY
2S -1-
Security Sub
Strike Plate
22
2X BUCK 20
1 X BUCK C�
� 27
DIRECT TO M
MASONRY
LATCH & DEADBOLT DETAIL
Schlage
LATCH & DEADBOLT STRIKE DETAILS
SEE LATCH
& DEADBOLI
DETAIL
STRIKE JAMB
Latch and Deadbolt
SEE HINGE
DETAIL (TYP.)
24
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HINGE DETAIL
SEE TONGUE
STRIKE DETAIL
(TYP.)
SEE LATCH
& DEADBOLT
DETAIL
DIRECT TO
M MASONRY
G 1X BUCK
L )2X BUCK
23
L
DIRECT TO
MASONRY
1 X BUCK
2X BUCK
DIRECT TO
MASONRY
1 X BUCK
STRIKE JAMB 2X BUCK
Multipoint Lock
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MULTIPOINT LOCK STRIKE DETAILS
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(TYP.)
3A ALUMINUM FRAME
Aluminum Impact Lite Frame
20.88" D.L.O. _
WIDTH
3A ALUMINUM LITE FRAME
(w/ 1" Glazing)
CELLULAR
GLAZING TAPE
DOW 995
#10 X 1-1/2"PPH SMS
;1-1/2" PPH SMS
(TYP.)
EXTERIOR
1 /2" GLASS BITE
F— 1" THK. GLASS
1 /8" TEMPERED GLASS
1 /2" AIR SPACE
5/32" ANNEALED GLASS
0.090" SAFLEX PVB INTERLAYER
1 X' ANNEALED GLASS
INTERIOR SWIGGLE GLAZING SPACER
Gl GLAZING DETAIL
Aluminum Impact Lite Frame
DOW 995 GLAZING 1 /2" GLASS BITE
COMPOUND
NORSEAL CLOSED
CELL PVC FOAM
EXTERIOR 1-1 /4" THK. GLASS
1 /8" ANNEALED GLASS
�� -- 0.090" SAFLEX PVB INTERLAYER
100 F� —1 /8" ANNEALED GLASS
'00 � BLIND INSERT
—AIR SPACE
1 /8" TEMPERED GLASS
INTERIOR 4A FOAM SPACER w/ ALUM INSERT
# 10 X 2" PPH SMS NORSEAL CLOSED CELL PVC
FOAM
GLAZING DETAIL
G2 1-1/4"Insulated Laminated Glass
w/ Internal Blinds
w
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4A ALUMINUM FRAME
Aluminum Impact Lite Frame
7n AA" r) i n
4ADALUMINUM LITE FRAME
(w/ 1-1 /4" Glazing)
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DATE: 4/01 /21
SCALE: N.T.S.
M. BY: RW
CHK. BY. LFS
DRAWING NO.:
FL-20468.13
SHEET 10 OF 11
BILL OF MATERIALS
ITEM #
DESCRIPTION
MATERIAL
A
1 X BUCK (G >= 0.42)
WOOD
B
2X BUCK (G >= 0.42)
WOOD
C
1 /4" MAX. SHIM SPACE
-
D
1 /4" X 2-3/4"PFH DeWALT 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
# 10 X 2" PFH WOOD SCREW
STEEL
G
3/16" x 3-1 /4' PFH ITW CONCRETE SCREW
STEEL
1
1/4" X 2-1 /4" PFH DeWALT OR ITW CONCRETE SCREW
STEEL
J
1 /4" X 3-3/4" PFH DeWALT OR ITW CONCRETE SCREW
STEEL
L
#10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT)
STEEL
M
3/16" X 2-1 /4" ITW CONCRETE SCREW
STEEL
N
3/16" X 2-3/4" ITW CONCRETE SCREW
STEEL
1
WOOD JAMB (FINGER JOINT PINE)
WOOD
2
COMPOSITE JAMB
COMP
7
WEATHERSTRIP
FOAM
8
DOOR SWEEP
VINYL
9
SWEEP (USE w/ PUBLIC ACCESS THRESHOLD)
VINYL
20
#8 X 2-1/2" PFH WOOD SCREW
STEEL
21
#12 X 2-1/2" PFH WOOD SCREW
STEEL
22
#8 X 3/4" PFH WOOD SCREW
STEEL
23
#9 X 3/4" PFH WOOD SCREW
STEEL
24
#9 X 1" PFH WOOD SCREW
STEEL
26
#8 X 5/8" PFH WOOD SCREW
STEEL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
28A
DEADBOLT SUB -STRIKE PLATE
STEEL
29
4" X 4" HINGE
STEEL
30
LATCH & DEADBOLT STRIKE PLATE
STEEL
31
MULTIPOINT STRIKE PLATE (TONGUE SYSTEM)
STEEL
32
INSWING THRESHOLD
ALUM/COMP
33
OUTSWING THRESHOLD
ALUM/COMP
34
PUBLIC ACCESS THRESHOLD
ALUM
40
DOOR PANEL (BOOK)
-
41
DOOR PANEL (HYBRID)
-
42
DOOR PANEL (Ul)
-
��--1.79" to
�0 8 SWEEP
-- 2.06"
Q SWEEP
N4.56" -LO
0
I- 2.36"
WOOD JAMB
INSWING_ THRESHOLD
32 Adjustable Composite Sill
— 6"
iv
co
0
co
En
a:
cv,
- 4.56" _
' N z
o ; �?
-
? �: •.
2.12" - ►Lill ti
N
COMPOSITE JAMB N
34 PUBLIC ACCESS THRESHOLD
33 OUTSWING THRESHOLD
Composite Sill
�n
0
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be 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 ore not exceeded.
3. Concrete anchor table:
ANCHOR
ANCHOR
MIN,
MIN. CLEARANCE
MIN. CLEARANCE
TYPE
SIZE
EMBEDMENT
TO MASONRY
TO ADJACENT
EDGE
ANCHOR
ITW ®
1/4"
1-1/4"
2"
C
TAPCON
DeWALT ®
ULTRACON+
1/4"
1-1/4"
1"
4"
ITW 0
3/1E"
1-1/4"
AS SHOWN
AS SHOWN
TAPCON
WOOD SCREW INSTALLATION NOTES:
I. Maintain a minimum 518" edge distance, i"end distance, & I" o.c. spacing of
wood screws to prevent the splitting of wood.
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DATE: 4101121
SCALE: N.T.S.
M. BY: RW
CHK. BY: LFS
DRAWING NO.:
FL-20468.13
SHEET 1_1 OF 11