HomeMy WebLinkAboutProduct approvals, windowsFlorida Building Code Online � � � � _
� � C/l � Page 1 of 3;
�(J
t )%)
4
f jn(�duI(I,Ienul SCIS Home ' Log In User Registration Mot Topics Submit Surcharge Stats a Facts
Publications FSC Staff BCIS Site tap Dnks Search '
� }
Business ���,.,
Professional �' _.� Product Approval
.� 8:.c;.4r VSER: Public User
"VV
1
J Pm(Inrl An iinvai Men.. > Prt)tfuCt ar Aoolfrltion �.• rrch > Anuliration 1 ict
�` L - > Application Detail
✓-
FL A FL17499
tf-i", :�=%=3.«�!i'vs>k•;ss.-.,1 ApplicationlType IJew
,
Code Version 2014
Application Status Approved
'Approved by DBPR. Approvals
by DBPR shall De reviewed and ratified by Elie POC
and/or the Commission
If necessary. -
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlingor@miwd.com
Authorized Signature Brent SlUinger I
bsitlinger@miwd,com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manuracturers Association
Validated By Steven M. Urich, PE
`/ Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard year
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
PrcUUCt Approval Method Method 1 Option A
Date Submitted 02/18/2015
Date Validated 02/18/2015
Dale Pending FBC Approval
FILE
:..I
Date Approved 02/21/2015
=
o�
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BPhSO... 7/24/2015
Florida Building Code Online
Page 2 of 3
of Products '
i
(Summary
FL O
Model, Number or Name
Descriptlon
17499.1
1185 SH
5202 Fin/Range Frame IG/SG Impact Single Hung
Limits of Use
Certification Agency CeitlHmte
Approved for use to HVHZ: NO
FL17499 RO C CAC MI Windows - 185 SH (Fin1 Impact (2).adf
FL17499 RO C CAC MI Windows - 185 SH (Fin( Impact (3),odf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
F1,37499 RO C CAC MI Windows - 185 SH (Flange) Impact f2).ndf
FL17499 90 C CAC MI Windows - 185 SH (Flanne) impact (5).odf
Design Pressure: +55/-55
Quality Assurance Contract Expiration Data
Other R-PGS5, Missile Level D, Wind Zone 3. Glass to be bedded In
Perora 896 sealant
10/10/2018
nrs1 llation Insh c1dons
FL17499 RO 11 08-02544.pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RO AE E1726,01-.02 Impact 513320 08-2544,odf
Created by Independent Third Party: Yes
17490.2 1185 SH
52x84 Fin/Flange Frame IG/SG Single Hun
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 AO C CAC APC(133621E1725.01-109-47-R0 i8S SH(FLG
w iv r- I 1- A 52 1-SX R 1 9 f
FL17499 RO C CAC MI Windows - 185 SH (Fin) (10),odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
1
FL77499 RO C CAC MI Windows - 185 SH (Fin) (9).odt
Other. R-PG55
FL17499 RO C CAC MI Windows - 185 SH fRangel f91'.odf
Quality Assurance Contract Expiration Date
• -
10/09/2018
Installation Instructions
FL37499 RO 11 08-02546.pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes i
Evaluation Reports
FL17499 RO AE E1725-E1730 Non Impact 513322 06.2546.Nf
Created by Independent Third Party, Yes
17499.3 1185 SH
36xB4 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use
Ourtificetion Agency Certificate
Approved for use In HVHZ: No
FL37499 RO C CAC MI Windows - 185 SH (Flnl Impact fALgdi
FL17499 RO C CAC MI Windows - 185 SH (Fml Impact IS) Done.odf
Approved for use outside HVHZ., Yes
Impact Resistant: Yes
Design Pressure: +55/-55
FL37499 RO C CAC Mt Windows - 185 SH (Flanae) Impact (31.odf
FL17499 RO C CAC MI Windows - 185 SH (Flange) impact (41.pdf
QualitV Assurance Contract Expiration Date
Other: R-PG55', Missile Level D, Wind Zone 3. Glass to be bedded in
Pecora 896sealant
10/17/2018 ,
Installation Instructions
FL17499 RO 11 06-02545.odt
Verified By: Luis R Lomas PE-62514
Created by Independent Tnird Party: Yes
Evaluation Reports
FL17499 RO AE E1729 01 07 Impact 513321 OB 2545 oaf
Created by independent Third Party: Yes
17499.4 1185 SH
72 Rn/Flanoeframe IG/SG Single Hung Laminated Glass
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ. Yes
Impact Resistant: No
Design Pressure: +60%60
Other: R-PG60
Certification Agency Certificate
FL17499 RO C CAC APC(13361)E1726 01-109-47-RO 185 SH(FLC
waiverf
FL17499 RO C CAC MI Windows - 185 SH (Fin) (11) odf
FL37499 R0 C CAC M1 Windows - 185 SH (Fin) (12).Pdf
FL37499 RO C CAC MI Windows- 185 SH (Flange) (10).odf
Quality Assurance Contract Exptratlon Date
10/08/2018
nstallation Instructions
FL17499 RO 11 08.02549.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RO AE E3776 Non impact 513327 08-2549.pdr
Created by Independent Third Party: Yes
17499.5 1185 SH
36x84 Fin/Flan e.Frame IG/SG Single Hung Laminated Glass
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant No
Design Pressure- +601-60
Other R-PG60•
Certification Agency Certificate
FL17499 RO C CAC APC(13363)E1729 Ol 109 47 RO 185 SH (FIG
iv .od
FL17499 RO C CAC Mt Windows - 185 SH (Fin) f131 adf
FL17499 RO C CAC MI Windows - 485 SH (Fin) (14)odf
FL17499 RO C CAC MI Windows 185 SH (Flange) (111.00
Quality Assurance Contract Expiratlon Date
10/17/2018
Installation instructions
FL17499 RO If 08-02550.cldf
Verified By: Luis R Lomas PE-62514
'
Created by Independent Third Pally: Yes
Evaluation Reports
FL17499 RO AE E1729 Non Impact 513378 08-2550 pdr
Created by IndependentThfrd Party: Yes
17499.6
185 Triple SH
111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single
Hung
Umits or Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant No
Design Pressure: +50/-50
Other. R4550•
- nation Agency Certlrxats
FL37499 RO C CAC MT Windows - 195 SH Triple (Fin) (31.ndf
FL17499 RO C CAC MI Windows 185 SH Triple fFinl (41 odf
Fl 17499 RO C CAC MI Windows 185 SH Triole (Flange) (3) odr
FL17499 RO C CAC MI Windows - 185 SH Triole (Flanne) (4).Pdf
Quaillity Assurance ContractExpiration Date
10/20/2018
Installation Instructions
FL17499 RO It 08-02548.rdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Report
FL17499 RO AE E2134-37 Non ImpactTriole 513324 08-2548 odf
Created by.Independent Third Party: Yes
17499.7
185 Twin SH
106x72 Fin Frame IG/SG Single Hung 105x72 Range Frame IG/SG Single
Hung
http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhS0... 7/24/2015
Florida Building Code Online
' II
unt"s of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +45/-45
Other: R-PG45
Page 3 of 3
Certification Agency Certificate
FL17d99 RO C CAC MI Wlndows - 185 SH TWin (Fan) f3).odf
FL17499 RO C CAC MI Wintlows - 165 SH Twin fFln1 f4l.odf
FL17499 ROC CAC MI Windows - 185 SH Twin (F)anee) DIM
PL17499 RO C CAC MI Windows - 185 SH Twin Mantle) (4).odf
Quality A—c ranee Contract E!xvkatWw Date
10/20/2018
rLstaltatlon InstruGlons
FL17499 RO ii OB-02547.pdf
Verified By: Lids R Lomas PE-62514
Created by Independent Third Party: Yes
C-ratvatton Reports I
F 174q RO A 1 7 Non Imoa CTwIn ] 3 08-2547.odf
Created by independent Third Party: Yp5
ContactUs :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 050-487.1824 j
The State of Florida Is an AA(EED employer. Coovrlaht R007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement:: Refund Smtemerr[
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public-mcards request, do not send electronic
Mau to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.497.1395. -Pursuant to Section 455275
(1), Florida Statutes, effective October 1, 2012, 0censees licensed under Chapter 455, F.S. most provide the Department with an email address If they have one. The
entails provided may be used for official communication with the licensee. However email addresses are publkrecvrd. If you do riot wish to supply a personal address,
please provide the Department with an email address witch can be made available to the public To deter mine If you are a llcersar under Chapter 455, F.S., please
dick here .
Product Approval Accepts:
O ® ock 'Fc'
I
5CL'LLI'11\'All:I ItIC�' � ,
t
II
i
http://floridabuilding.org/,pr/pr app dtl.aspx?paramwGEVXQwtDgtCUGgvjQiz6BPhS0... 7/24/2015
0) v
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.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. 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.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED,
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'.
9, SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: ALUMINUM 6063—T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS.
13. APPROVED IMPACT PROTECTIVE SYSTEM 1S NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS,
14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
SHEET NO. 1 DESCRIPTION
1 NOTES
2 ELEVATIONS & GLASS OPTIONS
4 — 7 INSTALLATION DETAILS
B COMPONENTS
RE%ISKM
1 REV I DESCM710m I DATE I APPRDVED 1
15. 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.
16. FOR ANCHORING INTO METAL STRUCTURE USE #8 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,
17. ALL FASTENERS TO BE CORROSION RESISTANT.
18. 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, 33KSI OR ALUMINUM 6063—TS 1/8" THICK MINIMUM
SIGNED: 1211712014
MI WINDOWS AND DOORSIR.
��N1111111�4i
to
650 GRATIZ,ST MARKET PA 17030 50370T
Nv�\��GEN,p�•9g
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
ir• 0 8 Tt=
52"X72"— LMI
NOTES
qq.�M�
�tio _ TAT OF •M,
N.G. I OB-02544'
S� NITSDAh 12/09/14 sREET 1 OF 8 �1
I
FI
HE
MAX
52" MAX FRAME WIDTH
ill.2
MAX O.C.
2" MAX
11" MAX
O.C.
/
// O
,2"
1AX
AME
IGHT
`- 2" MAX
4�
x
- 2" MAX
r
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FLANGE 6 FINLESS INSTALLATION
SEE CHART M1 FOR SMALLER UNITS REQUIRED ANCHORS
i
N
FR
HE
52" MAX FRAME WIDTH
2" MAX " MAXOD.C. 2" MAX
2" MAX J
10" MAX
O.C.
2"
4X
WE
GHT
// O
4�
2 MAX
r 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FIN INSTALLATION
SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING
IMPACT mnw
t55.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 3
5/B"
1/B" ANN. 1/8" ANN. 3/8"
1/8" ANN. 1/8" ANN
.090 PVB _ .090 PVB
METAL REINFORCED 1/8" ANN.
BUTYL SPACER
EXTERIOR EXTERIOR
�_ INTERIOR INTERIOR
1/2" BITE SILICONE )/2" BITE SILICONE
SEALANT �-- SEALANT
SETTING BLOCK SETTING BLOCK GLAZING DETAIL A GLAZING DETAIL B
4 n
REVISIONS
DESCROMON
CHART #1
DATE I APPAMD
Numberotanchor locations .required
Frame
Freme W,dth In
Height
pn
18.00
Head
Jamb
24.00
Head
Jamb
30.00
Head
Jamb
38.D0
Head
Jamb
4200
Head
Jamb
1 48.00
Head
Jamb
5200
Heed
Jamb
24.00
3
3
3
3
4
3
4
3
5
3
5
3
8
3
=00
3
. 4
3
4
4
4
4
4
5
4
6
4
8
4
36.00
3
4
3
4
4
4
4
4
5
4
5
4
B
4
4200
3
6
3
6
4
6
4
5
5
5
5
5
B
6
4900
3
5
3
5
4
6
4
6
5
6
6
5
6
b
64,00
3
8
3
a
4
6
4
B
5
8
5
8
8
B
60.00
3
7
3
7
4
7
4
7
5
7
5
7
6
B&00
3
7
3
7
4
7
4
7
5
7
6
7
6
7
7200
3
B
3
8
4
B
4
B
6
B
1 b
1 0
1 6
1 B
CHART #2
Number of anchor locations ro
ulred
Frame
Frame WIdth In
HAS
Jamb
2Aw
HAS
Jamb
30.00
HAS
Jamb
3&OD
H6S
Jamb
42W
HAS
Jamb
4&00
N8S
Jamb
52.00
HAS
Jamb
3
3
3
3
4
9
5
3
5
3
B
3
8
3
3
4
3
4
4
5
4
5
4
6
4
a
4
o18.00
3
6
3
5
4
6
5
5
5
5
8
53
6
3
4
6
5
6
5
5
6
5
6
3
8
3
B
4
B
6
8
5
8
8
B
6
B
3
e
3
B
4
8
5
B
5
8
8
B
8
B
3
7
3
7
4
7
1 5
7
5
7
8
7
6
8000
3
B
3
8
4
B
6
8
6
8
8
B
8
B
7200
3
8
3
5
4
6
8
6
B
8
r a
8
B
HARDWARESCHEDULE _
A.k 2 METALSWEEP LOCK AT B" FROM EACH END INTERIOR MEETING RAIL
B. 12) BLOCK AND TACKLE BALANCE AT )AMBS
NOTES:
1. MAXIMUM SASH SIZE: 51" X 36".
2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2".
2. MAXIMUM FIXED D.LO.: 49 3/B" X 32 1/2".
SIGNED, 1211712014
DOORS.R.,LIo9,''
Meso IwDOWEST
MaRKED TREET
PA 17030-0370
GRATZ,
` v,•��CENSF••s
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
_
52"X72"— LMIELEVATIONS & GLASS OPTIONS
V-.AT
MW W G ND. REv
08 44
% S oi�11a `1
e02
DATE
NTS 12 09/14 2 OF 6
1 /2' MIN
REVOON5
EDGE DISTANCE
REV OESCRIPTION DATE APPROVED
WOOD FRAMING
3/4" MIN
OR 2X BUCK
EDGE DISTANCE
BY OTHERS
1 1/4" MIN
METAL
1 1/4" MIN. 1/4" MAX;
EMBEDMENT
STRUCTURE
BY OTHERS
1/4" MAX.
EMBEDMENT SHIM SPACE
SHIM SPACE
BACKER ROD
& APPROVED
1/4' MAX.
T-
1 2 INTERIOR
SEALANT
SHIM SPACE
APPROVED
EDGE DISTANCE -
SEALANT
#8 WOOD SCREW
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
jj8 WOOD
#8 SAPS OR
SCREW
SELF DRILLING
WOOD FRAMING
SCREW
OR 2X BUCK EXTERIOR
BY OTHERS BACKER ROD
INTERIOR
EXTERIOR
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX, BACKER ROD
SHIM SPACE & APPROVED
SEALANT
MED
STRUCTUF
BY OTHEF
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1.1NTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTM ER112
& APPMUVLU
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCKINSTALLATION
1MAX.
INTERIOR
SHIMM SPACE
ffa sMs DR
SELF DRILLING
INTERIOR
SCREWS
I --
3/4" MIN.
SILL TO BE SET EDGE DISTNCE
IN A BED OF I
APPROVED
STRUCTURAL EXTERIOR
SEALANT METAL
STRUCTURE BACKER ROD
1/4' MAX. BY OTHERS & APPROVED
SHIM SPACE SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED; 1211712014
M650WINDOWS DOORS
MARKET TREET
94+i��
GRATZ, PA 17030-0370
vJ••�CEAIS
0 6 *�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW*�
52"X7LAT LMI
FLANGE INSTALLATION DETAILS
�E ; j*!
9 • AT OF
��ii•�S' a�0R10Q; �������
',��sr01VAi10a��\`
DRAWN:
on R0.
08-0
REV
XAU NTS DATE 12 09/14 340F 8
2 1 /2" MIN.
aenswNs
EDGE DISTANCE
REv DESCMPTIO14
o�rE PFPflOVW
CONCRETE/MASONRY
BY OTHERSIAN
OPTIONAL 1X BUCK•'
°. 1 1/4" MIN.
SEE NOTES 3 — 7
° EMBEDMENT
1 1/4" MIN,
SHEET 1
r
EMBEDMENT1
CONCRETE/MASONRYSHIM'SPACE1/4"
MAX.
BYOTHERSBACKE
SHIM SPACE
& APPSE
0
3/16" TAPCON
3/16" TAPCON .o
a INTERIOR
EXTERIOR
INTERIOR
z tN.MIN.EDGEDISTANCEEXTERIOR
#ISIA
OD
ED
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1 JAMB INSTALLATION DETAIL
SILL B BE SET
IN A BED OF
CONCRETE/MASONRYINSTALLATION
BACKER ROD
APPROVED
& APPROVED
STRUCTURAL
SEALANT
SEALANT
OPTIONAL 1X BUCK
SEE NOTE 3 — 7
1/4" MAX.
SHIM SPACE
NOTES:
i. INTERIOR AND EXTEAIORFINISHES, BYOTHERS,
FOR CLARITY.
SHEET 1
NOT SHOWN
2. PERIMETERAND JOINT SEALANT BYOTHERS TO BE
DESIGNED INACCORDANCEWITHASTM E2112
CONCRETE/MASONRY
SIGNED: 1211712014
BY OTHERS
• °
e
a•
'..
MI WINDOWS AND DOORS
..
650 WEST MARKET STREET
`�11111111►rI/rAA
Nssj R'� %OM��/�
e'•°
GRATZ, PA 17030-0370
4 -v-NO6NS�."�s+��
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
y,
52"TALLA LN
_�*!�1
�ffkh(A
FLANGE INSTALLATION DETAILS
J
�� A OF
OF
VERTICAL CROSS SECTION
aEv
CONCRETEMASONRYINSTALLAT/ON
N GN. DWGNo
�NAL
08-02544
��rr11111111�1�
SCALE NTS DAZE 12 09/14 SHEET4 OF 8
WOOD FRAMING -�
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED_
SEALANT
t EDGE DISTANCE
/4" MAX. j
IM SPACE
\I
- #8 WOOD SCREW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
I WOOD FRAMING
OR 2X BUCK
BY OTHERS
3/4" MIN
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1 1/4" MIN.
EMBEDMENT
l--
1/2" MIN
EDGE DISTANCE
I
08 WOOD
SCREWIf
/
EXTERIOR SELF DRILOUNG J/
W000 FRAMING
SCREW OR 2X BUCK
BY OTHERS
INTERIOR
1/4' MAX.
SHIM SPACE
INTERIOR
N-- BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMINO OR 2X BUCKINSTALLATfON
1/4" MAX.
SHIM SPACE
#8 SIAS OR
SELF DRILLING
SCREWS
;ILL TO BE SET
T-
N A BED OF
r
SILL TO BE SET
3/4" MIN.
1PPROVED
IN A BED OF
EDGE DISTANCE
;EALANURAL
APPROVED
>EALANT
STRUCTURAL
BACKER ROD
SEALANT
1/4" MAX.
SHIM SPACE
& APPROVED
SEALANT
/
METAL J
1/4" MAX.
F SHIM SPACE
STRUCTURE
BY OTHERS
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLATION VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED INACCORDANCE MTHASTME2112
INTERIOR
EXTERIOR
BACKER ROD
BACK
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED; 1211712014
2 1/2- MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
a' a
OPTIONAL 1X BUCK e • " e -°• ' • °: 1 1/4" MIN.
SEE NOTES 3 — 7 �•' . EMBEDMENT
SHEET 1
- 1/4" MAX.
BACKER ROD SHIM SPACE
& APPROVED
SEALANT
3/16" TAPCON
EXTERIOR INTERIOR
BACKER ROD
& APPROVED
SEALANT
OPTIONAL 1X BUCK
SEE NOTE 3 - 7 c
SHEET 1
CONCRETE/MASONRY -�
BY OTHERS \' '
/ SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
�•• 1/4" MAX.
`r SHIM SPACE
°. T .
.,
e °: ..
VERTICAL CROSS SECTION
CONCRETE MASONRYINSTALLATION
REVWNS
DESCRIPRON
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL iX BUCK
°
SEE NOTES 3 — 7
v
SHEET 1
3/16- TAPCON
1/4' MAX.
SHIM SPACE
a
INTERIOR
-F
21/2'
-.
MIN.
v
EDGE
"
DISTANCE
-
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARRY.
2. PERIMETER ANDJOINT SEALANT BY 07HERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES
185 ALUMINUM SINGLE HUNG WINDOW
- 52"X72"- LMI
FINLESS INSTALLATION DETAILS
DRAWN:
OWD N0.
08-02544
ScuE NTS
DATE 12/09/14 ISHEErS OF 8
DA7D I APRtwm
SIGNED: 1211712014
Vt. 1L oD /
�rJ•�.�GEN,9..
_ .A�Io..62611 �• it -_
1 1/4" MIN.
EMBEDMENT
#8 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
7/16" MIN
EDGE DISTANCE
EXTERIOR
3/8" MIN
EDGE DISTANCE
#8 WOOD
I-- SCREW
INTERIOR
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
cmv.w— i
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD FRAMING
BY OTHERS
1/4" MAX
SHIM SPACE
REMONS
DESC r"014 DATE Ai www
INTERIOR
1 1/4"
MIN,
EMBEDMENT
T-
48 WOOD
SCREW
7/16" MIN
EDGE DISTANCE EXTERIOR
JAMB INSTALLATION DETAIL
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 WITH AS7M E2112
_SIGNED: 1211712014
MIWINDOWS
IwDOWEST M MARKET DOORS `\\`��g �R ulr0 el.
GRATZ, PA 17030-0370 = \�\GENs�,.•J��i�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW = ART
5TAX72"- LM10�FIN INSTALLATION DETAILS �pOF
DRAWN: DWD No. NEY %��:�[OR�OP
SCA E DATE 08 SOEEE 44 ///w1o.. 11��\\\\
NTS 12 09/14 7 OF 8
2 3/16"
13/16"
FLANGE FRAME HEAD
CM-16501
ALUMINUM 6063•T5.050'THICK
2 5/16" —�
3 3/8"
L
FLANGE FRAME SILL
CM-16502
ALUMINUM 6063-T5.055' THICK
1 5/8"
1 3/4'
LOCKRAIL/STILE
CM-16505
ALUMINUM 6003-TS.062'THICK
1 7/B"
2 3/16
L
FLANGE FRAME JAMB
CM46503
ALUMINUM 6063-T5.050' THICK
2 5/16" —I
2 13/1 E"
FINLESS FRAME SILL
CM-16554
ALUMINUM 6063-T5.055' THICK
— 1 7/16"
7ff
2 5/1
L
SASH BOTTOM RAIL
CM-16S55
ALUMINUM 6053-TS .050' THICK
2 3/16" --{
1 5/16"
t u
FINLESS FRAME HEAD
CM-18553
ALUMINUM 6063-T5.050' THICK
1 3/87--
2 3/i6
FINLESS FRAME JAMB
CM-16513
ALUMINUM 6063-T5.050' THICK
REMSIONS
DMCRWRON I D.ITE I API ONED
2 5/16" -'
�. 2 3/16" 2 3/8" F
3 3/4" F
1
2 52 3/16"
LTA�—r
FIN FRAME SILL FIN FRAME HEAD FIN FRAME JAMB
CM-16509 CM-16508 CM-18510
ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-TS.050'THICK ALUMINUM6063-T5.050'THICK
T-B L� IN
2
L t'
MEETING RAIL GLAZING BEAD
CM•165w CM46535
ALUMINUM 6063-T6.055'THICK RIG'IDPVC .050"THICK
I I~ 7/16"
15/16" AD
,aLA
CM-16621
RIGID PVC.050'THICK
15/16- T
�SASHST/6E
CM-1650:
ALUMINUM 6063-T5.050'THICK
SIG14ED: 1211 Z 1014
�WDOW
MesAXED DOORS
tt11I`fo�+�'',
o aEST T STREET
GRATZ, PA 17030-0370
��Q
,V,.�\OEN,pR
_*•
SERIES 1B5 ALUMINUM SINGLE HUNG WINDOW
52"X72"- LMI
(,
COMPONENTS
TATE OF�e,�
MUM
DWG NO.
REV
08
/''�S/ONA 11�,\\\`
scAEE NTS DOTE 12/09 /14 SNEET84OF 8
R 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 Engineers Cenificate of Authorization No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Swinging
Therma Tru Corporation
"Smooth Star", "Fiber Classic"
Exterior
Exterior Door
118 Industrial Drive
"Classic Craft" & "Classic Craft Rustic"
Doors
Assemblies
Edgerton, OH 43517
Glazed Fiberglass Single Door w/ Sidelite
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 5th Edition (2014) 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 includes Wind Zone 4 as defined in ASTM E1996 and
Section 1609.1.2.2 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-7630.2 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-7630.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 06-0831-1
TEL 06-1031-4
TEL 01460274
2. Miami Dade NOA
14-0423.16
Test Standard
ANSI/AAMA/NWWDA 101/I.S.2/A440-05
ASTM E1886-02/1996-02
ASTM E1886/1996-02
ASTM E330-02
ASTM E330-02
ASTM E1886-02/1996-02
Materials Testing
Saflex Interlayer (Eastman Chemical Company)
3. Drawing No. Prepared by
No. FL-7630.2 RW Building Consultants, Inc. (CA #9813)
4. Calculations Prepared by
A h . RW B 'Id'
Testing Laboratory Signed by j
Testing Evaluation Lab.,lnc. Wendell W. Haney, Pi.E.
Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
Testing Evaluation Lab.,lnc. V. K. Wright
Signed & Sealed by!
Lyndon F. Schmidt, P.E.
Signed & Sealed bvi
nc onng u1 mg Consultants, Inc. (CA #9813) Lyndon F. Schmidt, I .E.
5. Quality Assurance =° ;.;
Certificate of Participation issued by National Accreditation and Management Institute'; certifying �.tl dt Tfier -- Tru
Corporation is manufacturing products within a quality assurance program that c'omplies`with ISO/IEC 1`7.020-.nd
Guide 53.
Lyndon F. Schmidt, P.E.
FL PE No. 43409
- Sheet 1 of 1 I/2COpy
��1