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I affirm that there are no changes in the new Florida Building Code which affect
•a 3`%� my product(s)and my product(s)are in compliance with the new Florida Building
d L L 0 PY Code.
Documentation from approved Evaluation or Validation Entity
lJ Yes v No 0 N/A
FL16133 R1 COC FL16133-COMP.Ddf
Product Approval Method Method 1 Option D
Date Submitted 04/30/2015 RECEIVED AUG 1� Zo'�
Date Validated 04/30/2015
Date Pending FBC Approval
Date Approved 05/06/2015
Summary of Products
FL# IModel,Number or Name Description
16133.1 ISERIES 620 ALUMINUM SGD 0X0 IMPACT SERIES 620 ALUMINUM SGD 0X0 IMPACT
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL16133 R3 IT 08-00870B.odf
Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+50/-50 Evaluation Reports
Other: FL16133 R1 AE 511417A.odr
Created byIndependentThird•Party;Yes
16133.2 ISERIES`620 ALUMINUM SGD OXXO IMPACT SERIES 620 ALUMINUM SGD OXXO IMPACT
Limits'of-Use — - Installation Instructions
Approved for use in HVHZ:No FL16133 RI II_08-01882.odf
Approved for use outside HVHZ:Yes -Verifled`By:Luis Roberto Lamas 62514
Impact Resistant:Yes Created by-IndependentThird-Part Yes
Design Pressure:+50/-50 Evaluation Reports
Other: FL16133 R3 AE 512572.odf
Created by Independent-Third'Party:Yes
16133.3 SERIES 620 ALUMINUM SGD XX NON SERIES_620.ALUMINUM SGD XX NON IMPACT
IMPACT
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16133 R3 II 08-01367B.ocif
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 INSTALLATION INSTRUCTIONS FOR DESIGN FL16133 RS AE 511984A.odf
PRESSURE RATINGS Created by Independent Third Party:Yes
16133.4 SERIES 620 ALUMINUM SGD XXO NON SERIES 620 ALUMINUM SGD XXO NON IMPACT
IMPACT
Limps of Use Installation Instructions
Approved for use In HVHZ:No FL16133 RS II 08-01880.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 INSTALLATION INSTRUCTIONS FOR DESIGN FL16133 R1 AE 512570.odf
PRESSURE RATINGS Created by Independent Third Party:Yes
16133.5 SERIES 620 ALUMINUM SGD XXXO NON SERIES 620 ALUMINUM SGD XXXO NON IMPACT
IMPACT
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16133 R1 II 08-01881FL.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 INSTALLATION INSTRUCTIONS FOR DESIGN FL16133 R1 AE 512571.1)df
PRESSURE RATINGS I Created by Independent Third Party:Yes
Contact Us^_1_940 North Monroe Street,Tallahassee FL 32399 Phone:850.487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State'of Florida.::privacy Statement::Accessibility statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mall 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 Ilcensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The
emails 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 email 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:
® rChcih
SL`cu t V.Nih,R[C5
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10... 7/14/2015
'
L Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St.
DouvU�~VA2454l R= ���~ 512572
1p="~ ~
434-688-0609
Manufacturer: MI Windows and Doors
680 West Market Street
Gratz,PJ&17030-0370
Product Line: Series G2U/63O/64OAluminum 8GD-impact
Compliance:
The above manUonedd oih has been � with the requirements of�eRohdoDapo�men of
Cosmun���imhzr' �daAuceptance per Rule QN-3.005method 1(d).The product listed herein complies with
requirements ofthe Florida Building Code.
�
n�a Documentation:
Supporting Tec1. Approval hnical
document:
drawingnumber08'01882titled Series 82OX63O/64OAluminum SGD-impact.prepared,
2.
signed report No.: C1422O14OS47signed and sealed byMichael D.SbommsdP.E
Architectural Testing,Inc.York,PA
/A&8A88WMA/CG&iU1/iG.2/A44O'O5
Design pressure: ±5013 of
Water penetration resistance 7
3. Test report No.:C2802.01-10944 signed and sealed by Michael D.Stremmel P.E.
Architectural Testing,Inc.York,PA
AAMA5U6-OB
ASTM E188O'U5and ASTM E19SO-05
AGTK8E180BE1QQ6 Large Missile Impact Level DWind Zone 3
AGTIVIE18DO/E1Q98 Cyclic Load /em.:L,vupa design pressure
4. Anchor calculations, ro d b 512572-1 prepared,signed d obodoLomas P'E.
report
6. Comparative analysis,report number 512G72-2.p�paned.signed and sealed byLuis Roberto Lomas P.E
P.E.
Limitations and Conditions of use:
~ Maximum design pressure: ±50.Dpo
• Maximum panel size: 48^x935/8^
•
configurations: See hme�|\eUoninobucUnno
° Units must glazedper ASTM E13DO-D4.see installation instructions for glass options.
• This product|snot rated tobeused inthe H8H2.
° This product isimpact resistant and does not require impact protection inwind bomedebris regions.
° Frame material*ubeAluminum 8O05-T5.
Installation: Units must boinstalled inaccordance with approval document,DO-01882.
Cevtirl6atio�xmfendewcm: Please note U
thet|d�n'thov�norv� ocquinsofinan�o|i�ene�in company
mon�a�uhngor 'distributing the product(s)for which this report isbeing issued.Also,|don't have nor will acquire o
financial interest inany other entity involved inthe approval process ofthe listed pmduoKo).
�
0 51
AT F
ORM
NAL x
��� �mo P.E.1of1 ~~
FLNo.:G2514
12/21/2}12
REVISIONS
REV DESCRIPTION DATE I APPROVED
192 9/16" MAX. O.A. FRAME WIDTH
42 1/4" MAX. 48" MAX.
D.L.O. WIDTH PANEL WIDTH
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.
935/8" FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF
88 7/8" 9
HEIGHT HT6„ THE ARCHITECT OR ENGINEER OF RECORD.
MAX. 0 X X O / MAX.PANEL MAX. O.A. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
HEIGHT FRAME DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD
HEIGHT DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
j 4) FRAME MATERIAL: EXTRUDED ALUMINUM 6005—T5.
j 6) UNITS MUST BE GLAZED PER ASTM E1300-04. SEE
SHEET 7 FOR APPROVED GLASS.
Li 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.
8) APPROVED CONFIGURATIONS SERIES 620, 2—TRACK UNITS: XX,
SERIES 620/630/640 ALUMINUM SLIDING GLASS DOOR OX, XO. oxo, OXXO, XXXX, XP, PX, XIP, PIX, PIXXIP AND
EXTERIOR VIEW PXXP.
9) APPROVED CONFIGURATIONS SERIES 630, 3—TRACK UNITS:
DESIGN PRESSURE RATING IMPACTRATING XIX, XIIP AND PIIX.
LARGEANDSMALL 10)APPROVED CONFIGURATIONS SERIES 640, 4—TRACK UNITS: XIIX,
t50PSF MISSILE IMPACT XIIIP AND PIIIX.
LEVEL D ZONE 3
SIGNED: 12/20/2012
MI W IONDOWWESTMARKETDTREET DOORS 1RI�Lro //
TABLE OF CONTENTS GRANTZ, PA 17030-0370 !Z�v•'\CEN,S�,9Lp
SHEET NO. DESCRIPTION SERIES 620/630/640 ALUMINUM SGD —�1k• 0,, b1 yt
1 ELEVATION, DESIGN PRESSURE CHART AND NOTES IMPACT ( ftp
ELEVATION & NOTES jqTATE OF
2 ANCHORING LAYOUT AND NOTES o
DRAWN: DWC NO. REV ��'PF• Z0RI'Dt'
3 — 6 INSTALLATION DETAILS 0S 01882
7 INSTALLATION DETAILS AND GLAZING DETAILS NTS �� 12/20/2012 1 OF 7
6" MAX.--{ 16" MAX. O.C. 6" MAX. REVISIONS
TYP. REV DESCRIPTION GATE I APPROVED
10" MAX.
I NOTES:
1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM
.20" MAX. O.C. WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO
I a BE 1/4".
In N 2) FOR ANCHORING INTO MASONRY USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO
oY Y ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE-WITH 2 1/2" MINIMUM EDGE
a DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
x
x 3) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREW WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 5 8' MINIMUM EMBEDMENT INTO SUBSTRATE FOR
INSTALLATION ANCHOR o o /
SEE NOTES THIS PAGE m to HEAD, SILL AND JAMBS AND 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE FOR HOOK
AND INSTALLATION STRIP. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
DETAILS 4) FOR ANCHORING HOOK STRIP INSTALL (1) ANCHOR AT EACH ANCHOR LOCATION.
1 _ 5) FOR ANCHORING 2, 3 AND 4 TRACK FRAMES INSTALL (2) ANCHORS AT EACH ANCHOR
10" MAX. LOCATION IN HEAD, SILL AND JAMBS.
�- 6) ALL FASTENERS TO BE CORROSION RESISTANT.
7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
SERIES 620/630/640 ALUMINUM SLIDING GLASS DOOR-IMPACT SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
4 PANEL UNITSHOWN,ANCHOR LAYOUT ISAPPLICABLE TO ALL APPROVED A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
CONFIGURATIONS.SEE CHARTS BELOWFOR REQUIRED NUMBER OFANCHOR LOCATIONS. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR
Number ofanchor locationsrequired for 2 Track units(2 anchor per location) GREATER).
Frame
Single Panel and 2 Panel Unit Width(in)
Height 240 30.0 1 36.0 1 42.0 48.0
(in) 48.0 60.0 72.0 84,0 96.0
H&S Jamb 118 Jamb N6S Jamb HdS Jamb HdS Jamb
80.0 4 4 4 4 5 4 8 4 7 4
840 4 5 4 5 5 5 6 5 7 5
90.0 a 5 4 5 5 5 6 5 7 5
96.0 4 5 4 5 5 5 8 5 7 5
Number of anchor locations required for 3 track units(2 anchorsper location)
Single Panel and 3 Pane Unit Width(in)
Frame
Height 24.0 70.0 36.0 42.0 48.0
lin) 72.0 90.0 108.0 126.0 1440
HdS I Jamb I HdS Jamb HdS Jamb HdS Jamb HdS Jamb
80.0 5 4 6 q n7s
4 9 4L
84.0 5 5 6 5 5 9 S 10 5
90.0 5 5 6 5 5 9 5 10 5
96.0 5 5 6 5 9 5 -10-1-5
Number of anchor locations required for 4 Track units(2 anchorsper location) MI WINDOWS AND DOORS
Single Panel and 4 Panel Unit Width(In) \\ /
Frame �� R. 'L '/�i
/
Haight z4.o 30.0 36,0 4zo 48.0 650 WEST MARKET STREET �N \s Q� �
(in) 96.0 120.0 144.0 1 168.0 19Z GRANTZ, PA 17030-0370 ���,J••\GENS•9c1t�'ri
NdS Jamb HdS Jamb HIS Jamb HdS Jamb HdS Jamb F• r
so.o 7 4 8 a 10 a 11 a 13 a SERIES 620/630/640 ALUMINUM SGD _*• o b1 1t
84.0 7 5 B 5 10 5 11 5 13 5 IMPACT
90.0 7 s 6 s to 1 11 s 13 s ANCHORING LAYOUT AND NOTES �0. TATCi"OF�
96.0 7 5 8 5 10 5 11 5 13 5 i0• ��
DRAWN: DWG NO. REV QRI'D
P`�•'��\
SCALE GATE 08 501882 - ,'ill'70 IAi1�rG`\``
NTS 12/20/2012 2 OF 7
2" MIN.
REASONS
SEPARATION
2 1/2" MIN. 2 1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DIST. EDGE DIST.
MASONRY/CONCRETE
BY OTHERS A a
1 1/4" MIN.
1/4'•
d Q EMBEDMENT
TAPCON 1 1/4" MIN. 1/4" MAX.
APPROVED SEALANT EMBEDMENT SHIM
BY OTHERS 1/4" MAX. MASONRY/CONCRETE
SHIM BY OTHERS
1X BUCK BY OTHERS, 1/4"
1X BUCK TO BE TAPCON
PROPERLY SECURED
1/4" 2 1/2" MIN. INTERIOR
TAPCON EDGE DIST. a
2" MIN.
SEPARATION a
EXTERIOR INTERIOR 2 1/2" MIN. V
EDGE DIST.
1/4' �.
• TAPCON EXTERIOR
1X BUCK BY OTHERS, APPROVED SEALANT
1X BUCK TO BE BY OTHERS
PROPERLY SECURED HORIZONTAL CROSS SECTION
2 TRACK FRAME INSTALLATION
iX BUCKMASONRY/CONCRETE
1/4" 1/4"
TAPCON 111 TAPCON
APPROVED SEALANT MASONRY/CONCRETE
BY OTHERS BY OTHERS
d CQ p. 1 1/4" MIN.
411 EMBEDMENT MI WINDOWS AND DOORS \\650 MARKET TREET %
2 1/2" MIN. 2" MIN. 2 1/2" MIN. GRA TZ,TPA 1703050370 ���vJ\*�CEAI&*.,p-,
EDGE DIST. SEPARATION EDGE DIST. SERIES 620/630/640 ALUMINUM SGD *•
VERTICAL CROSS SECTION IMPACT
2 TRACK FRAME INSTALLATION INSTALLATION DETAILS TAT OF
TX BUCK MASONRY/CONCRETE DRAWN: DWG N0. REV �iFC0RIOt
8 NTS DATE 12/20/2012 SO2
EET3
SCALE OF 7
REVISIONS
2X BUCK/WOOD FRAMING REV DESCRIPRON DATE APPROVED
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
X14 WOOD
SCREW
1 5/8" MIN.
EMBEDMENT
APPROVED SEALANT
BY OTHERS
1/4" MAX.
SHIM 1 5/8" MIN. 1/4" MAX.
#14 WOOD EMBEDMENT SHIM
SCREW
INTERIOR
#14 WOOD
SCREW
....y
EXTERIOR IL INTERIOR
EXTERIOR
APPROVED SEALANT
2X BUCK/WOOD FRAMING BY OTHERS
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED HORIZONTAL CROSS SECTION
2 TRACK FRAME INSTALLATION
2X BUCKiWOOD FRAMING
X14 WOOD
SCREW
I10 2X BUCK/WOOD FRAMING
APPROVED SEALANT BY OTHERS, 2X BUCK TO
BY OTHERS BE PROPERLY SECURED
1 5/8" MIN.
EMBEDMENT MIWINDOWS AND DOORS \\\\\t►i11�/f///
{/14 WOOD GRA TZ,TMARKETPA 17030-0370 J`TREET ��,J`S�CENS -y;e
SCREW
VERTICAL CROSS SECTION SERIES 620/630/640 ALUMINUM SGD *• 081
2 TRACK FRAME INSTALLATION IMPACT
2XBUCKANOODFRAMING INSTALLATION DETAILSO•• TAT OF
DRAWN: DWG N0. REV %� •F��R1QP••'���
V.L. DATE 08 s0EE882
SCALE NTS 12/20/2012 4 OF 7
REARSIONS
2 1/2" MIN 3 3/4- MIN MASONRY/CONCRETE REV DESCRIPTION DATE APPROVED
EDGE DIST.* SEPARATION* BY OTHERS
Z— I
1 1/4" MIN.
EMBEDMENT
1/4" MAX. LICK BY OTHERS,
SHIM 1 1/4" MIN. /4" MAX. I X B
EMBEDMENT I r SHI lX BUCK TO BE
APPRSEALANTOVED PROPERLY SECURED INTERIOR
BY OTHERS
I X BUCK BY OTHERS.
lX BUCK TO BE
1/4" PROPERLY SECURED
TAPCON 1/4- 1/4"
TAPCON TAPCON
-F
3 3/4- MIN.
SEPARATION
EXTERIOR INTERIOR 2 1/2- I
N. lsz
EXTERIOR
EDGE DIST.
APPROVED SEALANT
BY OTHERS HORIZONTAL cRoss SECTION
1/4" AMASONRY/CONCRETE 3 TRACK14 TRACK FRAME INSTALLATION
1/4" TAPCON BY OTHERS 1XBUCKMASONRY7CONCRIETE
TAPCON 3 TRACK SHOWN,4 TRACK SIMILAR
OR an
MASONRY/CONCRETE
APPROVED BY OTHERS
SEALANT
BY OTHERS
4<' A 1 1/4" MIN.
4 EMBEDMENT MI WINDOWSMARKET ANDSTREET DOORS
\�A R
650 WEST
MIN.
2 1/2GRANTZ, PA 17030-0370
"'
-3 3/4-
MIN.
EDGE SERIES 62a/630/640 ALUMINUM SGD 0
DIST. SEPARATION IMPACT
Ir
INSTALLATION DETAILS �:-A- -TAf;0 7
VERTICAL GROSS SECTION
3 TRACK14 TRACK FRAME INSTALLATIONDRAWN: REV -.�'Z 0 R V0 �-1
IXBUCKMASORYICONCRETE V.L. OWG NO. 08-01882 . ..... N
/11 NAL;E:�
3 TRACK SHOWN,N4 TRACK SIMILAR ATL SCAU NTS IDATE 12/20/2012_1-E-5 OF 7
RETSIONS
REV DESCRIPTION DATE APPROVED
1 5/8" MIN.
EDGE DIST.
4 4 1 1/4" MIN.
INTERIOR EMBEDMENT 1 1/16" O.A.
MASONRY/CONCRETE 3/16" ANN
BY OTHERS 15/32" O.A. .100" SAFLEX HP
BY SOLUTIA
1X BUCK BY OTHERS. 3/16" ANN
1X BUCK TO BE
PROPERLY SECURED .100" SAFLEX HP 3/16" ANN 5/32- TEMP— 3/16" ANN
1/4- BY SOLUTIA EXTERIOR INTERIOR
TAPCON
EXTERIOR EXTERIOR INTERIOR ALUMINUM
4E
'CON R E
S
3Y OTHERS jEUR
T
r 1,
T,
HOOK STRIP INSTALLATION SPACER
MASONRYICONCRETE SYSTEM
DOW 995 DOW 995
SILICONE I SILICONE
5/8" SITE IF! 5/8- SITE
GLAZING PEA GLAZING TYPE B
INTERIOR 1 3/8" MIN.
EMBEDMENT
R44 3/8"
EMBEDMENT
#14 WOOD
SCREW
EXTERIOR
HOOK STRIP INSTALLATION
2x sucKIWOOD FRAMING
MI WINDOWSMARKET ANDSTREET DOORS - 't
P. o zz
650 WEST
-
GRANTZ. PA 17030-0370 FN%9
SERIES 620/630/640 ALUMINUM SGD 0
IMPACT
INSTALLATION DETAILS AND GLAZING DETAILS
t
DRAWN: DWG NO. REV ORm.
V.L. 08-,01882
ZONAL
ScuE NTS DATE 12/20/2012_ISHEEr7 OF 7