HomeMy WebLinkAboutProduct Approval (3) r Florida Building Code Online Page 2 of 2
R E L E Yr L D AUG 14.2015 I affirm that there are no changes In the new Florida Building Code which affect
my product(s)and my product(s)are In compliance with the new Florida Building
F�L E C O P Code.
Documentation from approved Evaluation or Validation Entity
O Yes a No N/A
FL16133 R3 COC FL16133-COMP.odf
Product Approval Method Method 1 Option D
Date Submitted 04/30/2015
Date Validated 04/30/2015
Date Pending FBC Approval
Date Approved 05/06/2015
Summary of Products
FL# Model,Number or Name Description
16133:1---_ _ _ __SERIES.620•ALUMINUM-SGD-OXO.IMPACT SERIES 620 ALUMINUM SGD OXO IMPACT
Limits of Use —Iris taIIatio'n-Instructions
Approved for use In HVHZ:NoFL36133 RI 11 OS-008708 f
Approved for use outside HVHZ:Yes Verified ByLLuis.Roberto Lomas-62514
Impact Resistant:Yes 'Created by Independent Third Party:Yes
Design Pressure:+50/-50 {{Evaluation-Reports
Other: 1 FL16133 R1 AE 511417A.odf
Created.by Inde endent Third 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 113 II 08-01882.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 512572.odf
Created by Independent Third Party:Yes
16133.3 SERIES 620 ALUMINUM SGD XX NON SERIES 620 ALUMINUM SGD XX NON IMPACT
IMPACT
Limlts,of Use Installation Instructions
Approved for use In HVHZ:No FL16133 R3 II 08-01367B.13df
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 FLIS133 R1 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
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16133 R1 I1 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 1 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 RI 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 R3 AE 512571.1)df
PRESSURE RATINGS 1 Created by Independent Third Party:Yes
?�
11 PRO
Contact Us::1940 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 850.497.1395.*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 email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please
dick Jlere.
Product Approval Accepts:
REIM® tCt[c 8_
02
SCCUrIt s"..TRICS-
hfDs://www.floridabuilding.ora/nr/nr ann dtl-asnx?naram=wCTF.VXnwtl)nwf4norAXh10___ 7/14/7015
r'
f
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St.
Danville,VA 24541 Report No.: 511417A
434-688-0609
Manufacturer: MI Windows and Doors
650 West Market Street
Gratz,PA 17030-0370
Product Line: Series 620/630/640 Aluminum SGD-Impact
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Community Affairs for Statewide Acceptance per Rule 9N-3.005 method 1(d).The product listed herein complies with
requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-00870 Revision B,titled Series 620/630/640 Aluminum SGD-Impact,
prepared,signed and sealed by Luis Roberto Lomas P.E.
2. Test report No.:ATI C2803.01-109-44 signed and sealed by Michael D.Stremmel P.E.
Architectural Testing, Inc.York, PA
AAMA 506-08
ASTM E1886-05 and ASTM E1996-05
ASTM E1886/E1996 Large Missile Impact,Level D,Wind Zone 3
ASTM E1886/E1996 Cyclic Load Test,t50.Opsf design pressure
3. Test report No.:ATI C1421.01-109-47 signed and sealed by Michael D.Stremmel P.E.
Architectural Testing,Inc.York,PA
AAMA/WDMA/CSA 101/I.S.2/A440-05
Design pressure: t50.16psf
Water penetration resistance 7.52psf
4. Anchor calculations,report number 511417-1 and-2,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use.
• Maximum design pressure: t50.Opsf
• Maximum panel size: 60°x 93 5/8"
• Approved configurations: See installation instructions
• Units must be glazed per ASTM E1300-04,refer to installation instructions for glass options.
• This product is not rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions.
• Frame material to be aluminum 6005-T5
Installation: Units must be installed in accordance with approval document,08-00870 Revision B
Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s)for which this report is being issued.Also,I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
NN
`��G E N S;LIq ��i
1 •
*' G51
• TATE OF w
�i�Ss, • . .. N
pNA 1_1�\`��
1 of 1 Luis R.Lomas, P.E.
FL No.:62514
12/20/2012
182 1/8" MAX. O.A. FRAME WIDTH REVISIONS
REV DESCRIPTION GATE
6" MAX 16" MAX O.C. 6„ MAX APPROVEDA REVISED ANCHOR LOCA71ONS 06/28/12 R.L.
B REVISED PER NEW TESTING 12/20/12 R.L.
10" MAX NOTES:
�- 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
96„ REQUIREMENTS OF THE FLORIDA BUILDING CODE.
MAX 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
FRAME TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
19" HEIGHT RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
MAX O.C. « 93 5/8" 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
/
0 X O PANEL SHOWNAHEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
HEIGHT 4) APPROVED IMPACT PROTECTIVE SYSTEM 1S NOT REQUIRED FOR THIS PRODUCT IN WIND
88 7/8" BORNE DEBRIS REGIONS.
D.L.O. 5) UNITS MUST BE GLAZED PER ASTM E1300-04 SEE SHEET 6 FOR APPROVED GLASS.
HEIGHT 6) 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".
-� 7) FOR ANCHORING INTO MASONRY USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A
10" MAX 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. -
�- 8) 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 HEAD, SILL AND
54 1/4" MAX. '60" MAX. JAMBS AND 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE FOR HOOK STRIP. LOCATE
D.L.O. WIDTH PANEL WIDTH ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SERIES 620/630/640 ALUMINUM SLIDING GLASS DOOR 9) FOR ANCHORING HOOK STRIP INSTALL (1) ANCHOR AT EACH ANCHOR LOCATION. HOOK
EXTERIOR VIEW STRIP ANCHOR LOCATIONS ARE SAME AS JAMB ANCHOR LOCTIONS SHOWN ON ELEVATION.
10)FOR ANCHORING 2, 3 AND 4 TRACK FRAMES INSTALL (2) ANCHOR AT EACH ANCHOR
DESIGN PRESSURERATING IMPACTRATING LOCATION IN HEAD, SILL AND JAMBS.
LARGEANDSMALL 11)ALL FASTENERS TO BE CORROSION RESISTANT.
t50PSF MISSILEIMPACT 12)INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
MISSILELEVEL D,WIND ZONE3 SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
Number ofanchorlocations required for 2Track units rlanchors par locaLf B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
Frame single Panel and 2Panel Unit Wldth(In) C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
Haight 24.0 30.0 36.0 42.0 1 40.0 a4.o1 60.0 13)FRAME MATERIAL: EXTRUDED ALUMINUM 6005-T5 .078" THICK.
(in) 48.0 60.0 720 84.0 96.0 108.0 120.0 14)PANEL MATERIAL: EXTRUDED ALUMINUM 6005-T5 .090" THICK.
Has Jamb Has Jamb Has Jamb 84.0 4 5 4 5 5 5 8 5 7 5 Has Jamb Has Jamb HSS Jamb Has Jamb 15)APPROVED CONFIGURATIONS SERIES 620, 2-TRACK UNITS: OX, X0, XX, 0X0, XP, PX, XIP,
a0.o 4 a 4 a s a 0 4 7 a 7 a 8 a PIX AND PXXP.
7 5 8 5
s0.o 4 s 4 5 5 s 6 5 7 s 7 s e 5 16)APPROVED CONFIGURATIONS SERIES 630/640, 3-TRACK UNITS: XIX, XIIP AND PIIX.
96.0 4 5 4 5 5 5 0 5 7 5 7 5 8 5
Number ofanchor locations ro ulrodfor3and4trackunits 9 anchors jw1ocadon
Frame Single Panel and 3 Panel Unit Width(ln)
Height24.0 30.0 36.0 42.0 48.0 84.0 60.0
(in) 72.0 $9.0 100.0 126.0 144.0 1620 180.0 - SIGNED:12/20/2012
as am as am as am as am as ama as ama as am
80.0 5 4 6 4 7 4 0 4 10 4 11 4 12 4
84.0 5 5 6 5 7 s e 5 10 s 11 s 12 s MI WINDOWS AND DOORSoW
\ 1II111//
90.0 5 5 6 5 7 5 9 5 10 5 11 5 12 5 650 WEST MARKET STREET !
\\ R• 'L 4 1/
\ \ /
96.0 s s 6 s 7 s 0 s 1D 5 11 s 12 5 GRATZ, PA 17030-0370 •�\CENs�.'9�i/ii
TABLE OF CONTENTS SERIES 620/630/640 ALUMINUM SGD >ir% 0„6961 1t
SHEET N0. DESCRIPTION IMPACT �,�` S
ELEVATION, DESIGN PRESSURE CHART AND NOTES ��p TAT OF
1 ELEVATION, ANCHORING AND NOTESDflAwN: Dwc No. flEv j�'PF•:,CORI�P•�•Z'�
JH
2 6 5 INSTALLATION DETAILS AND GLAZING DETAILS SCALE NTS DALE 10/12/09 08-0087SMELT 100F 6 8 /,,'�SIOI IIAI II��G``\
1.90" MIN. REVISIONS
SEPARATION
J 2 1/2" MIN. 2 1/2" MIN. REV DESDRiPDDN DATE_ APPROVED
EDGE DIST. EDGE DIST. A REVISED ANCHOR LOCATIONS 06/28/12 R.L.
MASONRY/CONCRETE I B REVISED PER NEW TESTING 12/20/12 R.L.
BY OTHERS d d
� 1 1/4" MIN.
d e EMBEDMENT
1/4"
TAPCON r 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"
E I 1X BUCK TO BE TAPCON
PROPERLY SECURED
1/4" 2 1/2" MIN. INTERIOR
TAPCON EDGE DIST.
1.90" MIN.
SEPARATION V
EXTERIOR INTERIOR 2 1/2" MIN.
EDGE DIST.
• TAPCON EXTERIOR
1X BUCK BY OTHERS, APPROVED SEALANT
1X BUCK TO BE BY OTHERS
PROPERLY SECURED HORIZONTAL CROSS SECTION
2 TRACK FRAME INSTALLATION
1X BUCK MASONRY/CONCRETE
1/4" 1/4"
TAPCON TAPCON
ui
APPROVED SEALANT MASONRY/CONCRETE
BY OTHERS BY OTHERS
d va d. 1 1/4" MIN.
41 EMBEDMENT MI WINDOWS AND DOORS \\\11IIIIlII//Y
I I 650 WEST MARKET STREET Ns\s��•t o!41 z////
2 1/2" MIN.
'T'� 1.90" MIN. 2 1/2" MIN. GRATZ. PA 17030-0370 !: V%v \CENS+•:��/y
EDGE DIST. SEPARATION EDGE DIST. SERIES 620/630/640 ALUMINUM SGD �Tlt o„6;OF:'
1� �*
VERTICAL CROSS SECTION IMPACT 2TRACKFRAMEINSTALLATION INSTALLATION DETAILS � TAT -44-
0.
1XBUCKMASONRY/CONCREfE
DRAWN: DWG NO. REv %��•:°�ORI'Dt'��`
scAEE NTS DATE 10/12/09 08 S'oET2OOF 6 e ��/4
%0NA11 �G��`
REVISIONS
2X BUCK/WOOD FRAMING REv DEscmPnON DATE APPROVED
BY OTHERS, 2X BUCK TO
A REVISED ANCHOR LOCATIONS 06/28/12 R.L.
BE PROPERLY SECURED
S REVISED PER NEW TESTING 12/20/12 R.L.
#14 WOOD
SCREW
1 5/8" MIN.
APPROVED SEALANT EMBEDMENT
BY OTHERS 1
IL
1/4" MAX.
SHIM 1 5/8" MIN. 1/4" MAX.
EMBEDMENT I SHIM
#14 WOOD
SCREW
INTERIOR
#14 WOOD
SCREW
EXTERIOR INTERIOR EXTERIOR
2X BUCK/WOOD FRAMING APPROVED SEALANTBY OTHERS
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED HORIZONTAL CROSS SECTION
2 TRACK FRAME INSTALLATION
2X BUCKAVOOD FRAMING
#14 WOOD
SCREW
0 0 2X BUCK/WOOD FRAMING
APPROVED SEALANT BY OTHERS, 2X BUCK TO
BY OTHERS BE PROPERLY SECURED
1 5/8" MIN.
EMBEDMENT MI WINDOWS AND DOORS \\`��Ut11�►�������
650 WEST MARKET STREET ���\s R•LQ41�4
1ascREw GRATZ, PA 17030-0370 ��\,J•��CEIVs�'9�/�
SERIES 620/630/640 ALUMINUM-SGD 9t• 061 �k
IMPACT ��(�r �
INSTALLATION DETAILS rho• TAT OF
2 TRACK FRAME INSTALLATION, TJH DRAWN: ow�No. 08-00870 RB EY �VERTICAL CROSS SECTION ::"o�•S NAI.'�\N
2X BUCKhY00D FRAMING s DATE //�s/ 11��G\`
NTS 10/12/09 3 OF 6
REVISIONS
REV DESCRIPRON DATE APPROVED
1.90" MIN 2 1/2" MIN A REVISED ANCHOR LOCATIONS 06 12 R.L.26
SEPARATION �EDGE DISTANCE / /
B REVISED PER NEW TESTING 12/20/12 R.L.
MASONRY/ d
CONCRETE d d v 1 1/4" MIN.
BY OTHERS EMBEDMENT
d v 1-
1/4" MAX' 1 1/4" MIN.
APPROVED
_� SHIM EM EDMENT .J 1/4" MAX. 1X BUCK BY OTHERS,
I SHI 1X BUCK TO BE
SEALANT r PROPERLY SECURED
BY OTHERS
2 1/2" MIN D
EDGE DISTANCE a
E r3
1X BUCK BY OTHERS, INTERIOR
1X BUCK TO BE
PROPERLY SECURED T 1/4" ITW
1/4" 1.90" MIN TAPCON
TAPCON SEPARATION e
D
a
EXTERIOR
EXTERIOR iLA INTERIOR
D
v
APPROVED SEALANT
BY OTHERS HORIZONTAL CROSS SECTION
1/4" 1/4" TAPCON MASONRY/CONCRETE 3 TRACW4 TRACK FRAME INSTALLATION
TAPCON BY OTHERS IXBUCKMASONRY/CONCRETE
II II d 0 1 0 3 TRACK SHOWN,4 TRACK SIMILAR
APPROVED MASONRY/CONCRETE
SEALANT BY OTHERS
BY OTHERS
d _L
v d 1 1/4" MIN.
Q EMBEDMENT (VII WINDOWS AND DOORS ��\\►11111///���
d
650
2 1/2" IN. 2.80" MIN. GRATZ WEST PA 17030-0370T '
`v�S �/ '
�O •�EN• •qi�
EDGE DIST. SEPARATION • �' F
SERIES 620/630/640 ALUMINUM SGD ,�c•
VERTICAL CROSS SECTION IMPACT cam=
3 TRACW4 TRACK FRAME INSTALLATION INSTALLATION DETAILS po TAT OF ;�ti,`
1XBUCKMASONRY/CONCRETE ORAWN: OWC NO. REV �i�'PF�:�lpR10P
3 TRACKSHOWN,4 TRACKSIMILAR TSeAIe w>E 08-5070 B W/
'2//',
NTS 10/12/09 4 OF 6
Ar
2X BUCK/WOOD 2X BUCK/WOOD FRAMING REVISIONS
FRAMING BY BY OTHERS, 2X BUCK TO REV DESCRIPnDN I DATE APPROVED
OTHERS, 2X BE PROPERLY SECURED
BUCK TO BE A REVISED ANCHOR LOCATIONS 06/28/12 R.L.
PROPERLY
SECURED B REVISED PER NEW TESTING 12/20/12 R.L.
APPROVED 1 5/8" MIN.
SEALANT EMBEDMENT
BY OTHERS 1 5/8- MIN. L�1/4" MAX.
EMBEDMENT I SHIM
1/4" MAX.
SHIM
INTERIOR
#14 WOOD #14 WOOD
SCREW SCREW
EXTERIOR
INTERIOR EXTERIOR
2X BUCK/WOOD FRAMING
BY OTHERS, 2X BUCK
TO BE PROPERLY SECURED
APPROVED SEALANT
BY OTHERS HORIZONTAL CROSS SECTION
1 a R #14 WOOD 3 TRA CW4 TRACK FRAME INSTALLATION
SCCREEWW SCREW 2YBUCKANOODFRAMING
I U II a 1 U 3 TRACKSHOWN,4 TRACKSIMILAR
APPROVED 2X BUCK/WOOD FRAMING
SEALANT ( F BY OTHERS, 2X BUCK TO
BY OTHERS BE PROPERLY SECURED
T
1 5/8" MIN.
EMBEDMENT MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370 ��v•��GffNs�•9J1�y
SERIES 620/630/640 ALUMINUM SGD g*:-*: Tk
IMPACT +,o E
VERTICAL CROSS SECTION INSTALLATION DETAILS ��o TAT OF
3TRACW4TRACK FRAME INSTALLATION Tom+: DwcND. 08-00870 RE ��4oj;A �ORIO GN
3TRACKSHOW�TRACKSIMILAR SCALE NTS DATE 10/12/09 --5 OF 6 ��//�j�N 1l Pl\\�
REIRMONS
Rev DEscauqm DAiE APPROVED
A REVISED ANCHOR LOCATIONS 06/28/12 R.L.
B REVISED PER NEW TESTING 12/20/12 R.L.
1 5/3" MIN.
EDGE DIST.
4 4 1 1/4- MIN.
INTERIOR EMBEDMENT 1 1/16" O.A.-
444 --T 3/16" ANN
1 1/'
EMBEDMENT
MASONRY/CONCRETE
BY OTHERS — 15/32" O.A. .100" SAFLEX HP
1X BUCK BY OTHERS, 3/16" ANN— BY SOLUTIA
IX BUCK TO BE
PROPERLY SECURED 3/16" ANN 3/16" TEMP— 3/16" ANN
.100" SAFLEX HP
1/4-C ITW BY SOLUTIA EXTERIOR INTERIOR
TAPCON -rvlr
EXTERIOR EXTERIOR INTERIOR ALUMINUM
HOOK STRIP INSTALLATION SPACER
MASONRY/CONCRETE SYSTEM
DOW 995 DOW 995
s
SILICONE SILICONE
5/8- SITEF 5/8" BITE
T f
GLAZING TYPEA GLAZING TYPE S
INTERIOR 1 1/2" MIN.
EMBEDMENT
14R '/2"�'
EMBEDMENT
WOOD
SCREW
EXTERIOR
HOOK STRIP INSTALLATION
RX BUCKJWOOD FRAMING
MI WINDOWSMARKET ANDSTREET DOORS
N 0
650 WEST
GRATZ, PA 17030-0370
SERIES 620/630/640 ALUMINUM SGD251
IMPACT
INSTALLATION DETAILS AND GLAZING DETAILS F
TJH 08-00870
DRAM REV
SO" SDAZE 6 OF 6