HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS 1-11-18Florida Building Code Online
rs���y�° t �`y�x�: �G.�t�`,` a h2��`g ��7d��[d �', { �yh3 �,,��ity �Iti;5�siP�r�.'.e'�,ry-',��'��w'Er1�k�+aC�'+i,iJ9`xIkvh�,i�i $ ?�i G�.��{ ��•i<t. .. hawv �$4CnJi H�'.aY�,t"'Yy, g.I `s s4�rn+�'x�+€y. Mr�y ?,C.a n+ �-y%rge� 'gS�v ,sGrr+�uam' +1'"�`��5,� +s �k4�Na+aJi^`.�� v,/snr`l•r,'::•."z" u
.�
' iCANNV lift
l
AQe cUA6l �
.x._ay...u.?s'•$w;.�..ozw.�.•W.�'..:...7�::31vL �'�",...•a � �j,�^'+q-, y tl ) �.iL ' 91:t • k u Sl'4.
4.a,:.C.yr...:..c�?3 6{iSM�4�G3�rki��.�Lr:
BCIS Home Log In f User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Starr i BCIS Site Map Links Search
dD`p +ors �. Product Approval
�j ,, USER: Public User
P :=
Product Approval Menu > Product or Application Search > A�.Fcition Lis > Application History > Application Detail
FL # FL7630-R5
Application Type Revision �jHO HOrrteS COrP
` Code Version 2014 d lot 170
Application Status Approved MeadOWOO
9410 PineCrt, Ft Pierce
bark
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who devi
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridebuilding.org/pr/pr_app dtl.aspx?param=wGE\/XQwtDq!
Therma-Tru Corporation
118 Industrial Drive
Edgerton, OH 43517
(419) 298-1740
rickw@rwbldgconsultants, com
Rick Wright
rickw@rwbldgconsultants,com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
," Evaluation Report - Hardcopy Received
loped Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
12/31/2018
Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
FL7630 RS COI Certificate Of Indeoendence.odf
Standard
Year
AAMA/W DMA/ 101/I. S.2/A440-05
2005
ASTM E1886
2002
ASTM E1996
2002
ASTM E330
2002
,xTVm cZfIJ 1...
114
411E12017
r v
https://www.fl
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
of
Building Code}:p;,i
Method 1 Option D
101 W01-'
01/31/2015
02/02/2015
02/06/2015
04/ 15/2015
06/13/2015
FL #
Model, Number or
Name
Description
7b3D.gig
a. "FlberClassic",
"ClassicCraft" and "ClassicCraft
moothStar",
8'0 "Impact" Glazed Fiberglass Single Door - Inswing or
Outswing configuration (X)
Rustic"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R5 II Inst 7630.1.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.1 for Design Pressur
Ratings, any
FL7630 R5 AE EVAL 7630.1.odf
additional use limitations, installation instruct
Ions and
Created by Independent Third Party: Yes
product particulars.
7630.2
b. "FlberClassic", "
moothStar",
8'0 "Impact" Glazed Fiberglass Single Door with sidelite -
"ClassicCraft" and 'ClassicCraft
Inswing or Outswing configuration (OX or XO)
Rustic"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 RS II Inst 7630.2.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.2 for Design Pressure
Ratings, any
FL7630 R5 AE EVAL 7630.2.pdf
additional use limitations, installation instructions
and
Created by Independent Third Party: Yes
product particulars.
7630.3
c. "FlberClassic", "�moothStar%
B'0 "Impact" Glazed Fiberglass Single Door with sidelites -
"ClassicCraft" and 'IClassicCraft
Inswing or Outswing configuration (OXO)
Rustic"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R5 II Inst 7630.3.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.3 for Design Pressure
Ratings, any
FL7630 R5 AE EVAL 7630.3.pdf
additional use limitations, installation Instructions
and
Created by Independent Third Party: Yes
product particulars.
7630.4
d. "FlberClassic", "SmoothStar",
8'0 "Impact' Glazed Fiberglass Double Door - Inswing or
"ClassicCraft" and
ClassicCraft
Outswing configuration (XX)
Rusts c"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 RS II Inst 7630.4.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.4 for Design Pressure
Ratings, any
FL7630 R5 AE EVAL 7630.4.pdf
additional use limitations, installation instructions
and
Created by Independent Third Party: Yes
product particulars.
7630.5
e. "FlberClassic", "SmoothStar",
8'0 "Impact" Glazed Fiberglass Double Door with sidelites -
"ClassicCraft" and 'IClassicCraft
Inswing or Outswing configuration (OXXO)
Rustic"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R5 II Inst 7630.5.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.5 for Design Pressure
Ratings, any
FL7630 RS AE EVAL 7630.5.pdf
additional use limitations, installation Instru
ions and
Created by Independent Third Party: Yes
product particulars.
7630.6 f. "FlberClassic", "SmoothStar", 8'0 "Impact" Glazed Fiberglass Single Door utilizing Hoppe
"ClassicCraft" or "ClassicCraft Multi Point lock - Inswing or Outswing configuration (X)
.org/pr/pr_app dtl.aspx7param=wGEVXQwtDgsl Gs9vbZHHs30VFES3QxSGPO17EfDkJdzZKQHXaNA%2fPvH4JnDpxTVmcZflJI... 214
/4/1812017
Florida Building Code Online
Rustic"
Limits of use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R5 II Inst 7630.6.Ddf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.6 for Design Pressur
Ratings, any
FL7630 R5 AE EVAL 7630.6.Ddf
additional use limitations, Installation Instruc
Ions and
Created by Independent Third Party: Yes
product particulars.
7630.7
g. "FberClassic", "
"ClassicCraft" or "C
moothStar",
assicCraft
8'0 "Impact" Glazed Fiberglass Single Door with sidelite
utilizing Hoppe Multi Point lock - Inswing or Outswing
Rustic"
configuration (OX or XO)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R5 11 Inst 7630.7.Ddf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.7 for Design Pressure
Ratings, any
FL7630 R5 AE EVAL 7630.7.Ddf
additional use limitations, installation instruc
Ions and
Created by Independent Third Party: Yes
product particulars.
7630.8
h. "FlberClassic", "S
moothStar",
B'0 "Impact" Glazed Fiberglass Single Door with sidelites
"ClassicCraft" or "C
assicCraft
utilizing Hoppe Multi Point lock - Inswing or Outswing
Rustic"
configuration (OXO)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL7630 R5 II Inst 7630.8.Ddf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.8 for Design Pressure
Ratings, any
FL7630 R5 AE EVAL 7630.8.Ddf
additional use limitations, installation Instructions
and
Created by Independent Third Party: Yes
product particulars.
7630.9
I. "FlberClassic", "SmoothStar",
"ClassicCraft" or "CI
assiccraft
8'0 "Impact" Glazed Fiberglass Double Door utilizing Hoppe
Multi Point lock - Inswing or Outswing configuration (XX)
Rustic"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 RS II Inst 7630.9.Ddf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7630.9 for Design Pressure
additional use limitations, installation instrucitions
Ratings, any
and
FL7630 R5 AE EVAL 7630.9.Ddf
Created by Independent Third Party: Yes
product particulars.
7630.10
J. "FiberClassic", "S;moothStar",
8'0 "Impact" Glazed Fiberglass Double Door with sidelites
"ClassicCraft" or "ClassicCraft
utilizing Hoppe Multi Point lock - Inswing or Outswing
Rustic"
configuration (OXXO)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7630 R5 II INST 7630.10.Ddf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Other: See INST 7630.10 for Design Pressu
a Ratings, any
Evaluation Reports
FL7630 R5 AE EVAL 7630.10.pddf
additional use limitations, Installation instruCtlons
and
Created by Independent Third Party: Yes
product particulars.
The State of Florida is an AA/EEO employer. Coovrli
Under Florida law, email addresses are public records. If y
mall to this entity. Instead, contact the office by phoi
455.275(1), Florida Statutes, effective October 1, 2012, 1
one. The emalls provided may be used for official com
personal address, please provide the Department with an
Back Next
Phone: 850-487-1824
: Privacy Statement :: Accessibility Statement :: Refund Statement
i do not want your e-mail address released In response to a public -records request, do not send electronic
or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section
insees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
unicatlon with the licensee. However email addresses are public record. If you do not wish to supply a
nail address which can be made available to the public. To determine If you are a licensee under Chapter
455, F.S„'please click here ,
Product Approval Accepts-
= FINE
nk
Credit Card
Safe
kJdzZKQHXaNA%2fPvH4JnD pxTVm cZflJ 1... 3/4
"SMOOTH STAR", "FIBER CLASSIC",
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC"
GLAZED FIBERGLASS SINGLE DOOR
INSWINGAA��@9/ OUTSWING
rrimpACTr,
1. This product has been evaluated and is in compliance with the 5th Edition (2014) 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 proteclion this product complies with Section
1609.12 of the FBC and does not require an impact resistant covering. This product meets missile
level 'TY'and includes Wind Zone 4 cis defined in ASTM E 1996 and Section 1609.122 of the FBC.
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.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Smooth Star door panel & glaring details
3
Fiber Classic door panel & glazing details
4
Classic Croft/Classic Craft Rustic door panel & glazing details
5
Horizontal cross sections
6
Vertical cross sections
7
Buckondfromeonchoring-2%buck masonry conslruction
g
Frome anchoring - IX buck masonry construction
9
Componenls
10
Bill of Materials
37.75 MAX.
FRAME WIDTH
36.00" MAX.
FPANEL WIDTH
2
w =
g II Ill Ill °
"SMOOTH STAR", "FIBER CLASSIC"
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC"
i OVERs1LL
OVERALL K
DESIGN PRESSURE.(PS�
SWING
_ _
) DIMENSION
DIMENSION:
P03fT1VE NEGATfVE
INSWING
37.75" x 98.0(Y'
21.00" x 78.75'•
+50.0
-50.0
OUTSWING
37.75" x 96.75'
21.00" x 78.75"
+50.0
-50.0
=
w
1^
V N
a p x='
z m°
N
o Lm c L
cr
l mY 'a
miE
c
E c=
m° a �
�
in
W
64O
O
rn Z
p
pJ
scmx- N.T.S.
oNc. er: AL
crnc rn: LFS
OPANINO N0�
FL-7630.1
i
m
i
RACIlenU\Therma Tru PERMANENT\Ficdda Product
T
N .90" r
�.-1.54"
x
T
A
O
Rz
I
I
I
I
I
I
" 0
78.7S MAX. D.L.O. r
G O�
I
O O
�
N
s
Df
0 G1
ss
>
D
Ct
�
01
�
z z
S y
Z n
m
I
rl
P A
N
a
A
C)
i
m
O
ss111111111/1j
.,.s
I
No.43409
000e13 '�
•.•
4
PRODUCT:
.•
Doovmanla PraparaU By.i�
�i �•%
R
ERMA—TRU
Lyndon F. Schmidt ;tL .....;.•••
P.E. No. 43409 l"'.
IN
V
N
GLAZED
FIBERGLASS DOOR
� �O/ NA1.
$
U
z
y O
I BUILOINO CONSULTANTS�IIfS��1
2
129 15
UPDATE TO STH ED. 2014 FBC
LFS
PART OR ASSEMBLY:
Ic
O
-
!A O
0°
STAR DOOR PANEL
✓ P.O. Bo>t 2J0, Vclrfco. FL 33598
Phone No.: 813.659.9197
f
6 11 12
UPDATE TO 2010 FBC
JK
SMOOTH
NO
DATE
BY
& CLAZING
DETAILS
FSPE CJL No. 9813
REVISIONS
0 2009
R.W.
BUn.DIND
CONeULTnNTS INe. I
Malents\Therma Tm PERMANENIVIodda Pmduct AppmvalsVL•7630\DmvAngs\Cuirent\FL•7630,1.S.dwg, 3.1
�I
I
Ow
I
T;z
i.r✓v,
a
1.54"
in
�VVV-0//O
N A LY6
T
� � I
s —
C N
I
� N
n�
0 8
Z Liz^ no
Lf sR
8
I <
NI
w,
z w
F'110
1 29 15 UPOAT i0 STH E0. 2014 FBC LFS
ino6 f1 12UPDATE TO 2010 FBC JK
m DATE BY
REVISIO S
2009 R.W. GlaLanla GONauLTANTa INa.
78.75' MAX, D.LO.
4
O�
xwI.
0
O
y
K .tea
••O x
a
m
00
'P
a
N
.+}!.
bt
)DUCT:
No.4340B
Doaumenla Prepared By,-
Lyndon F. Sahmld!A20R3CN.•�
i
GLAZED
ERMA—TRU
'FIBERGLASS DOOR
P.E. No. 4340E 4� 3`�p�O�� NAs'•�g
\
IT OR ASSEMBLY:
••� BUILDING CONSULT'ANTS�EIA�111`,
eJ li P.O. Box 230, Valrtoo, FL 33595
FIBER CLASSIC
DOOR PANEL
& C+AZINC
DETAILS
Phone No.t 813.859.0197
FBPE C.A. No. 9813
RACllents\Therma Tm PERMANENT\Flodds Product AppmvalslFL-7630\Drawings\CurrenUL-7630.1-.5.dwa 4.1
78.75' MAX. D.L.O. o
4
o�
O O
I G)Q
az
z z
5
m mt7A
>o
O Q A Q C)
Z7 A
1
,A W;
O � �
no
�)•t'�'i 18 Gl � ..•
N eAn T
> �ti,;
z m S9
�
-� 0.94' r
I I
C 70
P O.
N
I
T �
,11111111111////'
o � o
`�` v •• uceN'raF•��' �'.
= cn A
Na 43408
PRODUCT:
Ooeumenl• Prepared
Lyndon F. Sdhmldt '0i��'''•.
TJERMA-TRU
FIBERGLASS DOOR
OMDA•''•
P.E. No. 43408
o
u
Q
r
SA,GLAZED
y o
LI
etpNAI.
r� BUILDINO CONSULTANT�11��,1
P.O. Bor 230, Valrloo, Ft 33596
2
1 29 15
UPDATE TO STH ED. 2014 FBC
LFS
PART OR ASSEMBLY:
1
6 if 12
UPDATE TO 2010 FBC
JK
t'
o
o
a
CLASSIC CRAFT/CL CRAFT RUSTIC
DOOR PANEL Ec GLAZING DETAILS
�/�/
Phone No.s 613.650.9197
NO
DATE
BY
REVISIONS
FBPE CA No. 9613
0 2009
R.W.
9UILOINO
OGNOULTANTO INO.
RACIlentATherma
1 29 15
UPDATE TO 5TN ED. 2014 1 FBC
LFS
1
8 It 12
UPDATE TO 2010 FBC
JK
NO
DATE
BY
a '
PACII-U\Therms Tm PERMANENT\Flodde
I-11r MIN.
EMS. (TYP.)
• ..p
O
a
s
kfY4
A
v �
a ,.d
wA
a
0
c
°
A
r.
�N
•v
2
1-U4" MIN.
EMS. (TYP.)
�•.
a
v
w IA
O 22 A
0.
n
°.
to
s�
'
Q
m N
a
m
zz
p° A
0
Z
�
v .W.
a 1 u
I
I
rNO
I
UPDATE TO 5TH ED.UPDATE
TO 2010 FBC
U
DATE
BY
6.1
0.1 S'
CSINK
(TYP-)
1-1/4" MIN. I
EMS, (TYP.)
I
ft
IA
I�
I �
:TR DOOR P.E.
WX MIN.
DAB. (TYP.)
1.1/4°MIN.
DAB. (TYP.)
``` `ttttSCHf 1 F��'�ii
No. 43409
F•43408 Idt i�;��,'•.^lOMD.`.•'
14A1Lt �;<
e BUILDING CONSULT Ir1INC111
P.O. Box 230, Valrrl0001',, FL 33595
Phone No.: 613.659.9197
:3CC9 R.W. 9UILOINo Ca NBULTANTa Ina.
.71
q-•••�
n
m
�N' z
' •-
'����
j •• ��` J O m
p TYP. HEAD
`�
...
�. y > ri m
j
& JAMBS
1811 111
`� o _
MASONRY
h z Z
�� _ _
TYP. HEAD
& JAMBS
e
a '- °z- c Z o
OPENING
o o 2X
BUCK
�,
Em m u
a v'7
f
Q
`E
4 an a:`L (°
a
. 1
1
0
a =
—L
aE
8 %
NOF
3d
N Z
O
vO
cc
O
2V
�
O
1(7
gEn
ZZZ
QV
Cw
m wi�r-
m
—
?XBUCK
-
- -
MASONRY
F
u
y
OPENING
�I
a �he
ca
F
h
— TYP. SILL
—
I
m
'
6
SEE HINGE
Fes-d
x
o
Is
r
BUCKANCHORING
HINGEJAMB DETAIL
STRIKEJAMB
ON
CONCRELEANCHOR NOTES:
FRAMEANCHORING
Masonry 2X buck construction
o 0
a
1. Concrete anchorbcotiwss at the comers may be adlusfed to maintain the min.
a
edge defiance to mortarjoints.
Ca a
i
G2
Concrete anchorbcotions noted as MAX. ON CENTER must be adjusted to
a
maintain the miri edge distance to mortarJWnts, additional concrete anchors 28
°
d
may be required to ensure the MAX. ON CFNfE1Y dimension are not exceeded
9
N C
w =
G f
4
3. Concrete anchortoble:
t£ARAMCE:?; JNIN C ARANCI .
>rrsalAsrlNRy � AaACEr.....
10
10
°
O • e
a
N -
W
-:7YFE._..... S1zE........ _
FMBE. W-.wi
a>E 5/20/OB z
fI1V
K
sryr. N.T.S. °
as4
TCON ® 1/4' 1-1/4 2' 4' p
2
EL�
�1/4' 1-1/4' 1'
ULTRACON 4'
27
owr. or AL m'
cwc BY. !fS 3
°awwmc ua it
F1-7630.1
€
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8' edge distance. I' end distance. & P o c. spacing of
wood screws to prevent the spSNTng of wood.
HINGE DETAI!
LATCH & DEADBOLTDETALL
n
ssrffr 7 cr 10 A
=
E, z z TYP. HEAD
oyi a = — 8. JAMBS —
t= Ix
" I BUCK
2
yU
^O
TE
MASONRY
OPENING
m F
- 1YP.
SEE
SEE HINGE — —
3- ---- --- - -- - DETAIL
HINGEJAMB
CONCRETEANCHOR NOTES: FRAME ANCHORING
1. Concrete anchor locations at the comers may be adjusted to maintain the min. Masonry I X buck construction
edge distance to modarjolnts.
2 Concrete anchorlocations noted as MAX ON CBJW must be adiusted to
maintain the mh edge distance to mortar joints, additional concrete anchors
9 may be required to ensure the MAX ON CENTER' dimension are not exceeded.
g 3. Concrete anchor table:
E
1. Maintain a minimum 5/8"edge distance, 1"end distance. & 1'o.c. spacing of
wood screws to prevent the splitting of wood.
0
;:A:NCHOR:::?
:A.NiCHOR%
-..
�%ii'J�IfVC'r;:r-•:::•
?`til(N �lEl1:IPJ1NCEi
:l4CIFF,';k{ A:RANC�
:...::::...:......
TYPE
.......:::: •::....:.:.,
31Z�ML115MENt..;;;.;
.:,.,,..,::::::::::a:
:::......:........;................,,......_....,_.........,...........,.:.
TO;AIAS47NRY .;:
?:; 70:ADJACEN ::
:.::......
...........- ..........:
.....iQG.E.
ANCHOR fi:'t•;i
IT4V ®
TAPCON
1 4
/ "
1-1/4"
7
4"
Ii1N
TAPCON®
3/ld"
1-1/4"
3"
1.1/T
WOOD SCREW
INSiAl1ATION NOTES:
X
d
W �+j z
$r
e v o 02
E Em =m
h g =g
Q ; r y� ?OL
Sc� mdo.
c°
? C 41 ��
G
o
m'o
U
�W
6 WI�/1
27
LATCH d DEADBOLT DETAIL
STRIKEJAMS
HINGE DETAIL
BY: AL
BY. LFS
04 NO-
FL-7630.1
i
8 or 10
FV%CllentsVrh— Tm PERMANENT\Florida
�t.s.
lag:
to
sc
No. 43M
I PRODUCT. I Docum.m. P.prd-ey-,;
.. :—
THERMA-TRU Lyndon F. Schmidt 0
GLAZED nBERGLASS DOOR P.E. No. 4340,
V, %%
lilt#, I%%% %
UPDATE TO (2014) FBC LFS PART OR ASSEMBLY: BUILDING CONSULT,
L. 1,:M-LiPDATE TO 520TH10ECSC
-ffo-. _RATE 7J—K P.O. Box 230, Vafrfoo, FL 33595
REVISIONS My- COMPONENTS hone No*:NS13.658.9197
I -- I FBPE CA. 9813
CON—LYANTO IND. I I
n
d
// n
•
•••iJam;n
a
yj
�+
4:• ; m
•�C ;.` > > h m
BILL OF MATERIALS
�. ,� , • •"••
�r
_=
ITEM
DESCRIPTION
MATERIAL
R
ITEM
DESCRIPTION
MATERIAL
A
1XBUCK SG>=0-55
WOOD
40
FIBERGLASS DOOR PANEL -SMOOTH STAR
-
B
2X BUCK SG >= 0.55
WOOD
41
FIBERGLASS SMC SKIN MIN 0.065"THICKNESS
SMC
= U: *
C
MAX.114"SHIMSPACE
WOOD
42
TOP RAIL
COMPOSITE
(�; d
- _
D
1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
43
LATCH STILE
WOOD/LVL
�`'
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO Ap
CONCRETE
44
HINGE STILE
WOOD
/ice -• •'
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
45
BOTTOM RAIL
COMPOSITE
*
>��� o ,�, i
a O l = i
E i
=g 9 0 `o a
y m' a s
g d
z
E N
G�
F
1/4" X 1-3/4" PFH ITW CONCRETE SCREW
STEEL
46
POLYURETHANE FOAM CORE -1.9 LBS. DENSITY
FOAM
ts,
G
3/16" X 3-1/4" PFH ITW CONCRETE SCREW
STEEL
50
FIBERGLASS DOOR PANEL- FIBER CLASSIC
-
%L.
H
1/4" x 3 1 /4" PFH 94Y CONCRETE SCREW
STEEL
51
flBFRGLA55 SMC SKIN MIN 0.065 THICKNESS
SMC
I
1 /4" X 2-1/4" PFH ITW CONCREFE SCREW
STEEL
52
TOP RAIL
COMPOSITE
J
1 /4" X 3-314" PFH ITW CONCREFE SCREW
STEEL
53
LATCH STILE
WOOD/LVL
v
K
#8 X 2-1 /2' PFH WOOD SCREW
STEEL
54
HINGE STILE
WOOD
L
#10 X 2-1 IT PFH WOOD SCREW
STEEL
55
BOTTOM RAIL
COMPOSITE
1
EXTERIOR LITE FRAME
ALUMINUM
56
POLYURETHANE FOAM CORE -1.9 LBS. DENSITY
FOAM
z
o
y
"
_zm
y
9
>
o-
2
INTERIOR LITE FRAME
ALUMINUM
60
FIBERGLASS DOOR PANEL- CLASSIC CRAFT & CLASSIC CRAFT RUSTIC
3
LITE FRAME TRIM
PVC
61
FIBERGLASS SMC SKIN MIN 0.090"THICKNESS
SMC
4
#10 X 1-1 /2' PFH SCREW
STEEL
62
TOP RAIL
COMPOSITE
7
MEDIUM REACH COMPRESSION WEATHERSTRIP
FOAM
63
LATCH STILE
WOOD/LVL
8
LONG REACH COMPRESSION WEATHERSTRIP
FOAM
64
HINGE STILE
WOOD
9 4"X4"HINGE.097"THK. STEEL 65 BOTTOM RAIL COMPOSITE
- -10-
-#10 X 3/4' PFH WOOD SCREW -(HINGE -TO FRAM
STEEL
66-
-POLYURETHANEFOAbTCORE-T9 LBS. DENSITY
FOAM
o
y J
17
PASSAGE LOCK -KWIKSETSIGNATURE SERIES
STEEL
N
m
18
THRESHOLD OUTSWING
ALUM./WOOD
of
o
19
HEADER JAMB PIN SG >= 0.42
WOOD
a
20
SIDE JAMB PIN SG>=0.42
WOOD
m
21 DEADBOLT- KWIKSEF SIGNATURE SERIES 780 STEEL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT PLATE
STEEL
-- --32 -
DOOR -BOTTOM SWEER - -- -- - - - -
- PVC--
- - - -
-
- --
- -
v
33
INSWING THRESHOLD
ALUMJCOMP.
r
34
INSWING THRESHOLD CS ADJUSTABLE
ALUMJCOMP.
35
INSWING THRESHOLD ADJUSTABLE
ALUMJCOMP.
W 0
o
36
INSWING THRESHOLD ADJUSTABLE
ALUMJCOMP.
N
rn
Ln
37
INSWING THRESHOLD SELF ADJUSTABLE
ALUMJCOMP.
oo
38
INSWING THRESHOLD IMPERIAL
ALUMJCOMP.
NOTE WOOD DOOR COMPONENTS: PINE OR OAK (SG >= 0.42)
> >
N =¢
w
M7E: 5120108
`mqE- N.T.S.
owE ffy: AL
aa. ft LFS
OPAW r KO-
FL-7630.1
SKM 10 OF 10
N
4/18/2017
BCIS Home I Log In I User Registration i Hot Topics I
Florida
�c
ni. Product Approval
i3 USER: Public User
r„
Product Aooroval Menu > Product or Application Search > &
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who de
the Evaluation Report
Florida License
Quality Assurance Entity
Quallty'Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
https:/Avww.floridabuilding,org/pr/pr app dtl.aspx?par
Florida Building Code Online
t .'=' 2
surcharge ! stats & Facts I Publications FBC Staff BC1S Site Map I Links i Search
51 > Application Detail
FL15332-R3 ' O NOMesd\ t110 tQ`evice
Revision GN aaO\NOO C0 CCt,F
2014 Me eba
Approved 9�1p P1r
MI Windows and Doors
650 West Market Street
Gratz, PA ,17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.cdm
Exterior Doors
Sliding Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Luis Roberto Lomas
PE-62514
National Accreditation and Management Institute
12/31/2017
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL15332 R3 COI FLCOI.pdf
Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
mD
OTJ
4/18/2017
da Building Code Online
Date Submitted
10/29/2015
Date Validated
10/30/2015
Date Pending FBC Approval
11/01/2015
Date Approved
12/15/2015
Summary of Products
FL #
Model, Number or
Name
Description
15332.1
SERIES 420 ALUMINIUM
SGD
SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON -
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 R3 II 08-00500D.odf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FO
DESIGN
FLIS332 R3 AE 510807C.12df
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.2
SERIES 420 ALUMINUM
SGD
SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NOW
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS332 R3 II 08-00498D.Ddf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FLIS332 R3 AE 510805C.Ddf
PRESSURE RATINGS I
Created by Independent Third Party: Yes
15332ti3 ISERIES 420 REINFORCED ALUMINUM UM SGD I SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL35332 R3 II 08-02248B.odf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 512968B.odf
PRESSURE RATINGS I Created by Independent Third Party: Yes
15332.4 I REINIES 420 FORCED LUMI( UM SGD 196 xI9E�S 420 ALUMINUM SGD REINFORCED OX, XO, XX
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R3 II 08-02249B.Ddf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 5129695.odf
PRESSURE RATINGS I Created by Independent Third Party: Yes
15332.5
SERIES 420 ALUMINUM
REINFORCED
SGD
SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS332 R3 II 08-02250B.Ddf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR
DESIGN
FLIS332 R3 AE 512970B.Ddf
PRESSURE RATINGS I
Created by Independent Third Party: Yes
15332.6 I SER ES 420 REINFORCED ALUMINUM SSER96"CI9E6S 420 REINFORCED ALUMINUM SGD OX, XO, XX
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R3 II 08-00499D.Ddf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 510806C.odf
PRESSURE RATINGS I Created by Independent Third Party: Yes
15332.7 I SERIES 420 REINFORCED ALUMINUM I SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS332 R3 II 08-00501D.Ddf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
https:/Mrww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTJFh%2faEitmE4iG2JPrlRxMw%3d%3d
2/3
4/18/2017
Fli rida Building Code Online
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR
DESIGN
FL15332 R3 AE 510808C.Ddf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.8
SERIES 430/440 ALUMINUM
SGD
SERIES 430/440 ALUMINUM SGD XXX 143"x80" NOW
REINFORCED
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL15332 R3 II 08-00502D.Ddf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR
ESIGN
FL15332 R3 AE 10809C.Ddf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.9
SERIES 430/440 REI
' FORCED
SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96"
ALUMINUM SGD
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 R3 II 08-00503D.Ddf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR
DESIGN
FL15332 R3 AE 510810C.Ddf
PRESSURE RATINGS
Created by Independent Third Party: Yes
Contact Us
The State of Florida Is an AA/EEO employer.
Back Next
Phone: 850-487-1824
:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone' or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an a all address which can be made available to the public To determine If you are a licensee under Chapter
455, F.S., please dick b=.
Product Approval Accepts-
®aR®
Credit Card
Safe
https:/Mww.floridabdlding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgtHB572gvdWldku3BmvbCOTJFh%2faEltME4iG2JPr[RxMw%3d%3d 3/3
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL-* EXTRUDED ALUMINUM 6063—T5.
6. UNITS MUST BE GLAZED PER ASTM E1300-04, WITH SAFETY GLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
_9—DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE_ LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B_ CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER).
D_ METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
15. APPROVED CONFIGURATIONS: OXO
I TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
4 — 10 INSTALLATION DETAILS
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED
A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
B REVISED INSTALLATION DETAILS 07/30/15 R.L
SIGNED: 1012312015
MI WINDOWS D LLC
R I�Lo/%
OOLAKESIDE PARKWAY
``sk�`S
i
v
FLOWER MOUND, TX 75028
�.�GEN`SF9di��
51
SERIES 420 SGD
145 3/4" X 96" REINFORCED WITHOUT ADAPTERNOTES
V-.TAYMO
jF
'°F•:;[pRIDP• ����
DRAWN:
OING N0.
REV
F.A.
FSCALENT
08 502 48
B
���/SS�ONA11��G���
DATE
S 02/23/09 1 OF 10
145 3/4" MAX FRAME WIDTH
(2) ANCHORS PER LOCATION
SEE CHART #3 FOR
NUMBER OF LOCATIONS
REQUIRED 17"
6" MAX { MAX {- --{ 6" MAX
O.C. I I
6" MAX
17" MAX
O.C.
96" 1 -
MAX
L.
6" MAX
O
^
O
SERIES 420 SGD
EXTERIOR VIEW
DESIGNPRESSURERA7WG IMPACTRAUNG
±35.OPSF NONE
SEE CHARTS #1 AND W FOR OTHER UNITS RATINGS
REVISIONS
DESCRIPTION
ADDED FLANGE AND FIN INSTALLATIONS
REVISED INSTALLATION DETAILS
CHARTCI
WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
CC= Arn= a CNFFT 1
Design pressure chart (p4
Frarne
Single Panel and Total Frame Width
(in)
Height
(m)
30.0
90.00
36.0
108.00
420
126.00
48.6
145.75
Pos
Neg
Pos
Pos
Meg
Pos
Meg
84.0
40.0
589
40.0
46.1
40.0
42.088.0
40.0
55.7
40.0
E
;40.0
43.3
39A
39A920
40.0
52.8
40.0
40.9
37.1
37.7
96.0
40.0
50.2
40.0
38.7
38.7
35.0
35.0
CHART#2
WHEREWATER INFILTRATION RESISTANCE IS NOT REQUIRED.
ccc un= o auccT
Design p-- chart (p4
Frame
-Height-
(In)
Single Panel and Total Frame Wdth
(in)
30.0
90.00
36.0
108.00
420
--126:00-
48.6
14575--
Pos
Neg
Pos
Neg
Pos
Neg
Pos
Nag
51.3
51.3
46.1
46.1
42.0
42.0
48.4
48.4
43.3
43.3
39A
39A
a
R43.4
45.8
45.8
40.9
40.9
37.1
37.1
43.4
38.7
38.7
1 35.0
35.0
Number of anchor locations required
Frame
Single Panel and Total Frame Width (in)
Height
30.0
36.0
420
48.6
90.0
f08.0
126.0
145.8
(in)
H&S
I Jamb
H&S
Jamb
H&S
Jamb
H&S
Jamb
84.0
6
6
7
6
8
6
9
6
8&O
6
6
7
6
8
6
9
6
92.0
6
6
7
6
8
6
9
6
96.0
k
6
6
7
6
8
6
9
6
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 420 SGD
145 3/4" X 96" REINFORCED WITHOUT ADAPTER
ELEVATION
DRAWN: OWO NO. REV
F.A. 08-02248 B
CIE NTS IDAE 02/23/09 -EET2 OF 10
DATE APPROVED
12/10/13 R.L.
07/30/15 R.L.
SIGNED: 1012312015
01111,111l
�••��GENs� �+= P
�0T OF •�`
�'°F•'��OR10�:• �t'��
���'076NA 11 0�`��
6" MAX
17" MAX
O.C.
96" T
MAX
FRAME
HEIGHT
L
6" MAX
145 3/4" MAX FRAME WIDTH
(1) ANCHOR PER LOCATION
AT HEAD JAMBS
SEE CHART
#4 FOR
NUMBER OF LOCATIONS
REQUIRED 17"
-� MAIL
O.C.
I r" MAX
O
X
a
O
SERIES 420 SGD
EXTERIOR VIEW -
DESIGN PRESSURE RA77NG IMPACTRA77NG (2) ANCHORS PER LOCATION
AT SILL
140.0PSF NONE SEE CHART #4 FOR
NUMBER OF LOCATIONS
REQUIRED
SEE CHARTS #1 AND 02 FOR OTHER UNITS RATINGS
REVISIONS
DESCRIPDON I DATE I APPROVED
ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
CHART C4
Number o/anchorlocadonsrequired
Frame
Single Panel and Total Unh Width (in)
Haight
30.0
36.0
42.0
48.6
(�)
90.0
108.0
126.0
145.8
His
Jamb
H6S
Jamb
Hds
Jamb
HdS
Jamb
84.0
8
1 6
8
6
9
6
9
6
88.0
8
6
8
6
8
6
9
6
920
7
6
8
6
8
6
9
6
96.0
7
6
8
6
8
6
9
6
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 420 SGD
145 3/4" X 96" REINFORCED WITHOUT ADAPTER
ELEVATION
DRAWN: Dwc Ro. RI
F.A. 08-02248 I
SSE NTS I DATE 02/23/09 1 S"EET3 OF 10
SIGNED. 1012312015
WOOD FRAMING
OR 2X BUCK
BY OTHERS
#10 WOOD
SCREW
910 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR
1/2" MIN.
EDGE DISTANCE
1 3/8" MIN.
EMBETMENT
1/4"
MAX.
SHIM
SPACE
INTERIOR
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITHASTM E2112
1 3/8" MIN.
EMBEDMENT
T-
1/2" MIN.
EDGE DISTANCE
SILL TO BE SET IN
A BED OF APPROVED
SEALANT
#10 WOOD
SCREW
WOOD FRAMING
OR ZX BUCK
BY OTHERS
1 3/B" MIN.
EMBEDMENT
REVISIONS
DESCRIPTION DATE I APPROVED
ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L
REVISED INSTALLATION DETAILS 07/30/15 R.L.
1 /4" MAX.
SHIM SPACE
F INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 1012312015
MI WI9oo0WS LLC
\5 R 11C/p��i,��
LAKESI�D PARKWAY
FLOWER MOUND, TX 75028
r •�\pEl,
SERIES 420 SGD*'
0 1k=
145 3/4" X 96" REINFORCED WITHOUT ADAPTER
G�
FRAME INSTALLATION DETAILSO
AT
TATAI
��'��t.NZORM' 7;z�
DRAWN:
owc NO.
REV
OS
B
���NA1
,�
.NTS DATE 02/23/09 sNEr480F 10
11�v`��
METAL
STRUCTURE
BY OTHERS
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
3/4' MIN.
EDGE DISTANCE f l
1 /4" MAX.
SHIM SPACE
3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2_ PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED INACCORDANCE WITH ASTM E2112
;MS OR
DRILLING
V
SILL TO BE SET IN
A BED OF
REVISIONS
DESCRIPTION DATE I APPROVE.
ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
t /a' MAX.
SHIM SPACE
INTERIOR
T-
3/4" IN.
EDGE DISTANCE
#10 SMS OR [ U
SELF DRILLING
SCREWS- - -
EXTERIOR
METAL
STRUCTURE
BY OTHERS -\ 7
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 1012312015
MI WINDOWSD DOORS LLC
LAKESIDE PARK
FLOWER MOUND, TX 75028
` �,� eiP
v�CENS.9
SERIES 420 SGD
_�*• 0 612$1 1t=
145 3/4" X 96" REINFORCED WITHOUTAADAPTFRAME
INSTALLATION DETAILS�
$TAT OFDttawN:
Dwc No.F.A.
wrE0802248j1aNTS 02/23/09 5 OF
REVISIONS
2 1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L
0 REVISED INSTALLATION DETAILS .07/30/15 R.L.
n 1 1/4" MIN.
e 'e• EMBEDMENT
CONCRETE/ a' 1 1/4" MIN.
MASONRY I EMBEDMENT
BY OTHERS 1/4" MAX'
SHIM SPACE
OPTIONAL • 1/4" MAX
7X BUCK TO BE 2 1/2" SHIM SPACE INTERIOR
•c
PROPERLY MIN.
SECURED EDGE
SEE NOTE 3 DISTANCE
SHEET 1
3/16" TAPCON
3/16" TAPCON
CONCRETE/MASONRY c
BY OTHERS
EXTERIOR INTERIOR
EXTERIOR
SILL TO BE SET IN a
A BED OF APPROVED SEALANT
El
3/16" TAPCON
JAMB INSTALLATION DETAIL
MASONRY/
CONCRETE OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALIATlON
BY OTHERS TO BE PROPERLY
SECURED
a, —f SEE NOTE 3 SHEET 1
• a NOTES:
4.A. 1/4" MIN. 1. INTERIOR AND EXTERIORFINISHES,BYOTHERS.
a•' • EMBEDMENT NOTSHOWNFORCLARITI:
% n 'a 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
• . " . C .. • Q' •' I • • DESIGNED IN ACCORDANCE WITHASTME2112
2 1/2" MIN.
EDGE DISTANCE
SIGNED: 1012312015
VERTICAL CROSS SECTION
CONCRETEoWSONRYINSTAUATION MI WINDOOWKEA D LLC
`5 R Il fI///z
PDOOIR Y
FLOWER MOUND, TX 75028
v\DENSt`ir���
�
SERIES 420 SGD
_
*• 0
145 3/4" X 96" REINFORCED WITHOUT ADAPTER
FRAME INSTALLATION DETAILSI
TAT OF
DRAWN Ow"No. REv
cFs;�(pRInv
:
08 B
,''YSfOIIIAIIt��\\`�
SCALE NTS DATE 02/23/09
SHEET 66OF 10
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN.
EDGE DISTANCE
1 3/8" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
#10 WOOD
SCREWS
1/2" MIN.
EDGE DISTANCE
EXTERIOR II II II II INTERIOR
#10 WOOD
SCREWS
SILL TO BE SET IN
A BED OF APPROVED SEALANT
#10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
I
1 3/8" MIN.
EMBEDMENT
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES.
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE W/THASTM E2112
REVISIONS
DESCRIPTION d1TE APVROYEO
ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
_ 1 3/8" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED. 1012312015
1012312015
MI WIoo0wSsoDDOOS LLC
`5 ft.. to
9LacElPARKWAY
FLOWER MOUND, TX 75028
`9,,,
` r,•��GEN,9*. p
SERIES 420 SGD
5T145
3/4" X 96" REINFORCED WITHOUT ADAPTERFLANGE
M.-TAi
INSTALLATION DETAILSOF
F•�CORIOQ'•\�'-
DRAWN:
OWCN0.
REV
08
B
�j/,s/��ONA
souE NTS DAZE 02/23/09 S"EE278OF 10
11�aG`��
REVISIONS
REV DESCRIPTION DATE APPROVED
3/4" MIN. A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
EDGE DISTANCE
METAL 1/4" MAX B REVISED INSTALLATION DETAILS 07/30/15 R.L.
STRUCTURE SHIM SPACE
BY OTHERS
r
}. .{ 1/4" MAX.
/j10 SMS OR SHIM SPACE INTERIOR
SELF DRILLING
SCREW
3/4" MIN.
EDGE DISTANCE
EXTERIOR INTERIOR J� ® ❑ El
SILL TO BE SET IN ry10 SMS OR
A BED OF SELF DRILLING LLL�JJJ
APPROVED SEALANT SCREWS
�10 SMS OR _ _ - EXTERIOR
SELF DRILLING METAL
SCREW — — STRUCTURE
_-- — - -- -- BY OTHERS
METAL
STRUCTURE
BY OTHERS JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITHAST M E2112
SIGNED: 1012312015
MI WINDOWSD DOORS LLC
LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
v ��GENSF9�'��
0 *�
SERIES 420 SGID
145 3/4" X 96' REINFORCED WITHOUT ADAPTER
KT(AToK7•
FLANGE INSTALLATION DETAILS
�tt,�
�'�F '�COR10Q:•����
ORAWIt
DwDNo-
REv
OS 248
B
�i�;, 49/
s0
smut NTS DATE 02/23/09 8 OF 10
2 1,2- MIN. r
EDGE DISTANCE
°• 1 1/4" MIN.
d
tea• . ' EMBEDMENT 1 1/4" MIN.
CONCRETE/ ° MASONRY EMBEDMENT
BY OTHERS 1/4" MAX.
SHIM SPACE
OPTIONAL 1/4. MAX
1X BUCKTO BE SHIM SPACE
PROPERLY !' 2 1/2' a
SECURED MIN.
SEE NOTE 3 EDGE
SHEET 1 DISTANCE ^ , c
3/16- TAPCON J.
3/16" TAPCON
EXTERIOR INTERIOR CONCRETE/MASONRY ° ❑
BY OTHERS
SILL TO BE SET IN — --
AA BED O.VED—SEALANT— . • ;.
3/16- TAPCON
MASONRY/ OPTIONAL 1X BUCK
CONCRETE TO BE PROPERLY
BY OTHERS SECURED
SEE NOTE 3 SHEET 1
a 1 1/ a MIN.
EMBEDMENT
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEMASONRY INSTALLATION
REVISIONS
DESCRIPTION DgTE APPROVED
ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
INTERIOR
JAMB INSTALLATION DETAIL
CONCRETFIMASONRY INSTALLATION
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED W ACCORDANCE WITHASTM E2112
SIGNED: 10/23/2015
MI NtI9oo0WS AND LLC
1R IIt09,'�
PDOORS
LAKESIDE ir
FLOWER MOUND, TX 75028
````J`5
`�v%r,ENs�•�+
SERIES 420 SGID
145 3/4" X 96" REINFORCED WITHOUT ADAPTER
4.TAT
E���
FLANGE INSTALLATION DETAILS
OF
•�pR10Q:•\�N�
DRAWN
DwcNo.
REv
08 09224
80F
e
/%ONA11l?G``�
scA�E NTS DATE 02/23/09 10
WOOD 1 ..1—
BY 0
1
tr
EMBE
APPR01
SEAU
BEHIND
98 W0
SCREW
7/16" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
APPROVED
SEALANT
BEHIND FIN
#8 WOOD -
SCREW
7/16" MIN
EDGE DISTANCE
EXTERIOR
WOOD
FRAMING
BY OTHERS INTERIOR TRIM
REVISIONS
REV oESMPnON DATE APPROVED
A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
B REVISED INSTALLATION DETAILS 07/30/15 R.L.
1 5/8" MIN.
EDGE DIST.
:a
TRIM
1 1/4" MIN.
INTERIOR EMBEDMENT
MASONRY/CONCRETE • I
BY OTHERS
1X BUCK BY OTHERS,
HOOK STRIP 1X BUCK TO BE
PROPERLY SECURED
3/16"
EXTERIOR -�'— PANEL INTERLOCK
HOOK STRIP INSTALLATION
MASONRY/CONCRETE
EDGE DISTANCE METAL STRUCTURE 3/4" MIN.
BY OTHERS EDGE DISTANCE
TRIM
1/4" MAX. 1 3/8" MIN.
SHIM SPACE EMBEDMENT INTERIOR
— 7
INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
FOR SILL INSTALLATION SEE SHEETS 4-9.
HOOK STRIP HOOK STRIP
jj10 WOOD ❑ SCREW
DRILLING
SCREW
PANEL
EXTERIOR INTERLOCK
EXTERIOR
PANEL INTERLOCK HOOK STRIP INSTALLATION
HOOK STRIP INSTALLATION METAL STRUCTURE
2X BUCIOWOOD FRAMING
SIGNED: 1012312015
MI WINDOWS OOLAKESIDD PARKWAY
Y LLC `\``) S R I(L0�k9','
FLOWER MOUND, TX 75028 = r••�\GENS�• s+'�
NOTES: SERIES 420 SGD =*• o >t=_
i.INTERIOR AND EXTERIOR FINISHES. BYOTHERS. 145 3/4" X 96" REINFORCED WITHOUT ADAPTER
NOT SHOWN FOR CLARITY C�
FIN AND HOOK INSTALLATION DETAILS TATE�OF�i
2PERIMETER AND JOINTSEALANTBYOTHERS TOBE P •��\
DESIGNED IN ACCORDANCE WITH ASTME2112 F OS-02248 : DWG NO. RE '�sS C0R1O �G``
sCA E NTS IDATE 02/23/09 1SHEET 10 OF 10