HomeMy WebLinkAboutProduct ApprovalPlanning & Development Services Department
- Building & Regulations Division
° - Product Review Affidavit
Building Permit # Owners Name L,t) G. j Applicant: (�G D J— W II,it
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Method of Attachment
Windows
-Type
Mullions
Fixed Glass
Block Glass
Skylights
Sliding Glass Doors
Swing Type Doors
\
"� (� WYJ�
l a I I n'
II
French Doors
�-�
0-
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal
Design Prof: Cert. No. Date:
R. W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
! P.O. Boil 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product
Sub Category
Manufacturer
Product Name
Category
Therma Tru Corporation
Fiber -Classic and Smooth -Star
Exterior
Swinging
Exterior Door
118 Industrial Drive —
Composite Edge Glazed Fiberglass -Single Door
Doors
Assemblies
Edgerton, OH 43517
Inswing/Outswing
Phone:419.298.1740 1
1 "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
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 VelocityHurricane 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-20468.7 require further engineering analysis by a licensed engineer or
registered architect.
6. Fiber. -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of
installation
7. See drawing FL-20468.7 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
Test Standard
Testing Laboratory
Signed by
TEL 01460274
ASTM E1886-05, E1996-05
Testing Evaluation Lab.,Inc.
V.K. Wright
ASTM E330-02, E331-00
TEL 06-0716-1
101/I.S.2/A440-05
Testing Evaluation Lab.,lnc.
V.K. Wright
ASTM E1886-02, E1996-02, E330-02
TEL 01460130
ASTM E330-02, E331-00
Testing Evaluation Lab.,lnc.
V.K. Wright
ASTM E1886-02; E1996-02
TEL 01461612
ASTM E1886-05, E1996-09
Testing Evaluation Lab.,lnc.
V.K. Wright
2. Miami Dade NOA
16-1117.01 j
17-0712.05!
3. Drawinq No.
No. FL=20468.7
4. Calculations
Anchoring ,
ASTM E330-02, E331-00
Materials Testing
Butacite® PVB Interlayer (Kuraray)
Saflex® PVB Interlayer (Eastman Chemical Company)
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared by
RW Building Consultants, Inc. (CA #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.
�`ea1��Etu P4�
Ligned & Sealed by
yndon F. Schmidt, P.E.
�0� °'�.• `�°° Signed & Sealed by
a
® t.o 43405 Bandon F. Schmidt, P.E.
m yqd c w
STATE OF ° YY /dQ Z Lyndon F. Schmidt, P.E.
l ID A' q 0� FL PE No. 43409
O R o� 12/14/2017
Sheet 1 of 1
2.
3.
THERMANTRUO
DOORS
Fiber -Classic. & Smooth -Star.
COMPOSITE EDGE
GLAZED FIBERGLASS SINGLE DOOR
INSWING/OUTSWING
'IMPACT'
A:IM;7:T�Zie]la.
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).
Product anchors shall be as listed and spaced as shown on details. Anchor
embedment to base material shall be beyond wall dressing or stucco.
When used in areas requiring wind bome debris protection this product
complies with FBC Sections 1609.1.2 & R3012.1.2 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 some 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 panels require the use of "J" part numbers and
must be stained or painted within six months of installation.
TABLE OF CONTENTS
SHEEN
DESCRIPTION
1
Tyolcal Elevations, Design Pressures & General Notes
2
Door Panel Details
3
Elevations
4
Hortzontal & Vertical Cross Sections 2X Buck)
5
Hodzontal & Vertical Cross Sections fix Buck)
6
Horizontal & Vertical Cross sections (Direct to masonry)
7
Vertical Cross Sections resholds)
8
1 Buck & Frame AnChOring
9
Hardware Details
10
Glazing Detal
11
1 Components
12
BBI of Matedals
37.75"MAX O.A.
F
FRAME WIDTH
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DESIGN PRESSURE (PSI)
DESIGN PRESSURE (PSI)
CONFIGURAVON
LOCK
INSWING
OUTSWING
HARDWARE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
X
Latch & DeadboH
+47.0
-53.0
+50.0
-50.0
X
Munipoint
+50.0
-50.0
+50.0
.50.0
See Sheet 3 for Hardware Specifications
N.T.S.
owo. By. JK
cHx. Bn LFS
FL-20468.7
Fr 1, or 12
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PRODUCT:
Documents Pmpored Br. �'o SIMOF
Lyndon F. Schmidt ee, RLpR{pT;� •O\`
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THERMA—TRU
MERGMSS DOOR
P•E No. 43aos /,/ ��� `\�
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11 15 17
RECESSED PANEL NOTATION
JK
PART OR ASSEMBLY:
1
7 17 17
UPDATE TO 5fh ED 2017 FBC
JK
in \
HORIZONTAL & VERTICAL
P.O. Box 230. Volrico, FIL 33595
NO
'DATE
gy
IJro
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CROSS SECTIONS (1X BUCK)
phone No.: 813.859.9197
REVISIONS
FBPE cA No. 9873
V 201 6 R.W. BUILDING CONSULTANTS INC
MAX.
EXTERIOR W INTERIOR
1 VERTICAL CROSS SECTION
6 Shown Direct to Masonry
Outswing only w/ 4.9/16' jamb
1-1 /4" MIN.
EMB. (TYP.)
2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION
6 Shown Direct to Masonry 6 Shown Direct to Masonry
Outswingonlyw/4-9/16'Jamb_Outswing only w/.4-9/16'jamb
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INTERIOR
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VERTICAL CROSS SECTION
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1-1/4'MIN. EXTERIORM 1-1/4'MIN. DATE08 0216
EMB. (TYP.) EMB. (TYP.)
scuE: N.T.S.
5 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTIONCROSS SECTION a+0• JK
6 Shown Direct to Mason 6 Shown Direct to Masonry C NK. W.- LFS
Outswing only w/ 6.911 masonry
Outswing only w/ 6.9116"jamb DRAWING NO-
- --- - - _ FL-20468.7
SNEER _L OF L2
Notes:
I. Sill Item #'s 17,18, 32, 34, 35, 36, 37. 38 & 39 are aBached to jambs w/ (3) #8 X 2-1 /7' pth screws at each end.
SIII Item Vs 16 & 33 are attached to jambs w/ (2) #8 X 2-1/7' pth screws at each end.
Sill Item #15 is attached to jambs utilizing (2) #10 X 2' pph screws at each end.
SEE NOTE 1
INTERIOR
SEE NOTE I
EXTERIOR
1 VERTICAL CROSS SECTION
7 Inswing SHI
INTERIOR
SEE NOTE 1
EXTERIOR INTERIOR EXTERIOR -1//INTERIOR
SEE NOTE 1
EXTERIOR
p .' u •b n
2 VERTICAL CROSS SECTION
7 Inswing SIII
3 VERTICAL•CROSS SECTION
7 Outswing SIII 4 VERTICAL CROSS SECTION
Public Access Sill
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FL-20468.7
fT ,L OF 12 '
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11/29/17=
PRODUCT. Doo—Itta Prepared By. g�gpP
THERMA-TRU Lyndon F. Schmidt �Z(1Rtp1;:' AV
IO N z FIBERGLASS DOOR P.E. No. 43409 i�� �••'••••••. 0\
? O 2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY- GD BUILDING CONSULTANTS, 1��1111tt
IDuo .• r- x in 1 7 17 17 UPDATE 70 6th ED 2017 FBC JK J�.�/�%
N 1 ai NO DATE �. BUCK & FRAME ANCHORING Py p one Noo. Box 2'813.6 9.9197 595
REVISIONS FBPE CA No. 9813
201 6 R.W. BIlILOrtJt3 CONsuLTnuT9 rrrr-
2X BUCK L --
1X BUCK G
DIRECT TO M O
MASONRY
2X BUCK 1j
1XBUCK G
DIRECT TO (�
MASONRY
LATCH & DEADBOLT DETAIL
KWkset
2X BUCK
lX BUCK
DIRECT TO
MASONRY
2X BUCK
IX BUCK
DIRECT TO
Security Sub
Strike Plate
SEE LATCH
& DEADBOL•
DETAIL
STRIKEJAMS
Latch and Deadbolt
LATCH & DEADBOLT DETAIL
Schlage B
LATCH & DEADBOLT STRIKE DETAILS M DIRECT TO
MASONRY
MASO
DEADBOLT STRIKE DETAILS
-,-(Security Deadbolt Strike Plate)
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SEE HINGE
DETAIL (TYP.)
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HINGE JAMB
HINGE DETAIL
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SEE TONGUE
STRIKE DETAIL 2XBUCK
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1X BUCK G
DIRECT TO M O 31
MASONRY
TONGUE STRIKE DETAIL
SEE LATCH upon oc
& DEADBOLT
MAIL m
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UL BUCK
X BUCK
)IRECT TO
vAASONRY
2X BUCK
1XBUCK G
STRIKE JAMB DIRECT TO Jy(
Mutlipoint Lock MASONRY
30
IATCH & DEADBOLT DETAIL
u po n oc
MULTIPOINT LOCK STRIKE DETAILS
M N.T.S.
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ANG NO.: G
FL-20468.7 0
0
ET H OF 12 �
EXTERIOR
CELLULAR 112" GLASS BITE
GLAZING TAPE
I" THK. GLASS
1/9'TEMPERED GLASS
1/2'AIR SPACE
5/37'ANNEALED GLASS
DOW 995
0.090"I'VII INTERLAYER
OR (SAFLEX OR KURARAY BUTACrIE)
SIKA 552
4t I /8!'ANNEALED GLASS
# 10 X 1 -1 /TPPH SIAS INTERIOR 3A SWIGGLE GLAZING SPACER
(WGLAII,NG DEI.A6111
G1 ..t
Aluminum Impact Ute Frame
Door Panels & SIdelites
--T
3A -ALUMINUM IRAME
Aluminum Impact Ute Frame
Door Panels & SIdelites
20.88!'D.L.O.
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# 10 X 1 -1 /TPPH SMS
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(TYP-)
ALUMINUM LITE FRAME
I" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS
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WHO NO.:
FL-20468.7
FT -10 --L2-
7.59" 7.5'
:H.
32 INSWING THRESHOLD
Inswing Basle Composite Adjustable SIB 7-1/2'
.,� INSWING THRESHOLD
�" Insw ng Basle M.d SBI
5.75'
INSWING 7HRESHOW
Inswing Moderate CBmate SRI 1-3/6'
5.7S'
E�
•'S:�T>i+d't+{'F�`.^.ter':-': Y.
w INSWING THRESHOLD
Inswing Moderate CBmate SBI
5.75'
36 INSWING THRESHOLD
Inswing Basic FIXed S3/4" SBI
�� INSWING THRESHOLD
"� lowing Basic Faed 7-1/TSBI
4.56'
L � �
36 INSWING 1HRESHOLD
1' wi Composite Adjustable Sib
ti
t
�e INSWING THRESHOLD
Inswing Basic Composite Adjustable SIR
6.0"
iv
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C)
� 5 PUBLIC ACCESS THRESHOLD
cal, 4.56" cs
0
WOODJAMB
gOUfSWING THRESHOLD
Composit. SIII
0 4.56"
,(;WING THRESHOLD
Composite / Aluminum Sill
18 CU=1NGTHRESHOLD
Composite / Aluminum SBI
)Thermal Break)
1.79"
2.06"
�d �g .SWEEP q�.SW�EEP � � SWEEP �6
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FL-20468.7
fr 11 OF 12
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CONCRETE ANCHOR NOTES:
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1. Concrete anchorlocations at the comers maybe adjusted to maintain the min.
edge distance to mortar joints.
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2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
o
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
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3. Concrete anchor table:
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WOOD SCREW INSTALLATION NOTES:
•• m
I. Maintain a minimum 5/8" edge distance, i" end distance, & I"o.c. spacing o_ f
_
wood screws to prevent the splitting of
wood.
FL-20468.7 a
SHEET 12 OF 12
BILL OF MATERIALS
BILL OF MATERIALS
REM 8
DESCRIPTION
MATERIAL
REM N
DESCRIPTION
MATERIAL
A
1 X BUCK (SG >= 0.42)
WOOD
25
#8 x 2-1 /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 (STANDARD)
STEEL
E
MASONRY - 3,000 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" X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
30
LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM)
ALUM/COMP
L
# 10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT)
STEEL
31
MULTIPOINT STRIKE PLATE (TONGUE SYSTEM]
ALUM/COMP
M
3/16" X 2-1/4" ITW CONCRETE SCREW
STEEL
32
INSWING THRESHOLD
ALUM/COMP
N
3/16" X 2-3/4" 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
42
DOOR PANEL (U1)
-
18
OUTSWING THRESHOLD
ALUM/COMP
22
#8 x 3/4' PFH WOOD SCREW
STEEL
23
#10 x 3/4"PFH WOOD SCREW
STEEL
24
#10 x 1"PFH WOOD SCREW
STEEL
ANCHOR'
ANCHOR
MtN
M(N CLEARANCE
MIN. CLEARANCE;
' TYPE.
SIZE
E'M9�DMENT
TO MASt7NRY
TO ADJACENT
; ; ,.•.,EDGE ..: ..:...:
ANCHOR .::d
ITW ®
14
/ "
2"
4"
TAPCON
ELCO ®
1 4"
/
1-1/4"
1"
4"
ULTRACON
ITW ®
3/16"
1.1/4"
AS SHOWN
1.1/2"
TAPCON