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Product Annroval Menu>Pioduct or Application Search>Application List>Application Detail
FL# FL15332-113 .
Application Type Revision
Code Version 2014 y,�3 f,j
Application Status !� Y
Approved
Comments
Archived
Product Manufacturer MI Windows_and Doors
Address/Phone/Email 650 West Market Street
Gratz,-PA 17030
(717)365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Ili
Quality-Assurance Representative .
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door.Assem flies
Compliance Method Evaluation Report'from a Florida Registered Architect or a Licensed
Florida Professional Engineer
`1 Evaluation-Report-Hardcopy Received
Florida Engineer or Architect Name who developed--Luis Roberto.Lomas
the Evaluation Report
Florida License PE-62514
Quality Assurance:Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By Steven.M.Urich,PE
i Validation.Checklist-Hardcopy Received
Certificate of Independence FLI5332 R3 COI FLCOLodf
Referenced Standard-and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440. 2008
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D .
http://floridabuilding:org/pr/pr_app_od-aspx?param=WGEVXQWtD4tH8572gydWldku3B... 8/24/2016
Florida Building Code Online Page 2 of 3
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,(lumber or Flame Description
., 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80"NON-
REINFOR.GED
Limits of Use Installation Instructions
Approved for use in.HVHZ:No FL15332 R3 II 08-00500D.ndf
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 510807C.odf
PRESSURE RATINGS Created by Independent Third Party:Yes
15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX,XO,XX 96"x80"NON-
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL 15332 R3 t1 08-00498D.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 FL15332 R3 AE 510805C.odf
PRESSURE RATINGS Created by Independent Third Party:Yes
15332.3 AREINFORNCED�����
�1T-3/�4"x%�"
UMINUM SGD REINFORCED OXO
Limits of Use Installation Instructions
;Approved for,use in HVHZ:No FL15332' R3 II 08=022488: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 FL15332 R3 AE 5129688.1)df
PRESSURE RATINGS Created by Independent Third Party:Yes
15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX,-XO,XX
REINFORCED 96"x96" -
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15332 R3 11 08-02249B.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 FLI5332 R3 AE 517.969B.odf
PRESSURE RATINGS Created by Independent Third Party:Yes
15332.5 SERIES 420 ALUMINUM SGD SERIES.420 ALUMINUM SGD REINFORCED XXX 143"x96"
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ:No, FL15332 R3 II 08-02250B.piJ
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 FL15337_ R3 AE 512970B.odf
PRESSURE RATINGS Created by Independent Third Party:Yes
15132.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX,XO,XX
ALUMINUM SGD 96"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ:No. FC15332 R3 II 08-00499D.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 FI 32 R3 AE 510806C-op f
PRESSURE.RATINGS Created by Independent Third Party:Yes-
[
15332:7 ERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96"
LUMINUM SGD
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15332. R3 TI 08-CIO ak df
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
http://floridabuilding.org/pr/pi app dtl.aspx?param=wGEVXQwtDgtH8572gvdwldku3B... 8/24/2016
Florida Building Code Online Page 3 of 3
Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510808C.pdF
PRESSURE RATINGS Created by Independent.Third Party:Yes
15332.8 SERIES 430/440 ALUMINUM SGD. SERIES 430/440 ALUMINUM SGD XXX.143"x8O"NOW
REINFORCED.
Limits of Use Installation Instructions
Approved for use in HVHZS No FL15332 R3 II 08-00502D.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. FL15332-R3 AE 510809C.odf
PRESSURE RATINGS' Created"by Independent Third Party:Yes
15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX
ALUMINUM SGD 143"x96"
Limits of Use . Installation Instructions
' Approved for use in HVHZ No ', FL15332'R3.11 08-00503D.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 FL15332 R3 AE 510810C.ndf
PRESSURE RATINGS Created-by Independent Third Party:Yes
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http://flori.dabtiilding.org/pr/pr�_app. 7 -or r/ r a p dtl. x. aram-wGEVX wtD tH8572 vd g �P. _ WIdku3B... 8/24/P PP_ 20 6
asP P Q q q. 1
II�
REVISIONS
REV DESCRIPTION PATE A-PROVED
A ADDED CHARTS 03/05/12 R.L.
B REVISED PER NEW TESTING - 10/29/13 R.L.
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L.
REQUIREMENTS OF THE FLORIDA BUILDING CODE. D REVISED INSTALLATION DETAILS 08/03/15 R.L.
2. WOOD FRAMING AIJD 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 DUCK 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,.,Ca,=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 IFAPACT'PROTECTIVE SYST[M 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 T_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: Ox. XO, XX, 'XP, PX, XIP, PIX
SIGNED: 1012612015
MI WI OOO1 . LAKES D D PDOOR Y LLC
````k"R ll�o lel,
FLOWER MOUND, TX 75028 `�vJ.��pENS�'96,�.�I
TABLE OF CONTENTS SERIES 420 REINFORCED SGD 61 rt_
96" .x 96 _
SHEET NO. DESCRIPTION
1 NOTES �� TAT OF ;w�
NOTES .tv�
2 - 3 ELEVATIONS LI.A..
RAVN: Dwc NO. REV �i'PF•'°C0R1OP•
- 4.— 10 INSTALLATION DETAILS
S E NTS OnTe"02/23/09 08—SOOT499OF 10 D '���ss��NA t'��6���
REVISIONS
REV DESCRIPTION DATE APPROVED
A ADDED CHARTS 03/05/12 R.L.
B REVISED PER NE59 TESTING 10/29/13 R.L.
96" MAX FRAME WIDTH C ADDED FLANGE AND FIN.INSTALIATION 12/06/13 R,L.
(2) ANCHORS PER LOCATION - - D I REVISED INSTALLATION DETAILS 08/03/15 R.L.
SEE CHART #3' CH4RT#1
FOR NUMBER OF.LOCATIONS WHERE WA TERINFILTRA TICK RES1STANCEISREQUIRED.
REQUIRED SEENOTE9 SHEET 1
6° MAX �--�I 1 7" MAX
I I O.C, 6" 16AX Deslgn'pressure chart(Ps0.
I I Frame Singla Panel and Total Rene Width(in)
Hal hl 30.0' 36.0. 42.0 48:0.
6° MAX n). ;60,00 72.00.. .84.00: 96.00
(l ,
�- Poe Nog Pas .Nog Poe Nap Poe .Nip
84.0 40,0" 60.0 40.0 58.2 .40.0 52.2 40.0 48.0
88.0 40:0 40,0 :54.9 .40:0 49.1 40.0 45.0
92,0 46.6. 59.8 _40:0 51.9' 40,D 46.4 40,0. .42,4
96.0 .40.0" .56.9. '40.0 49.2 40.0 43.9 40.0 :40.0
17" .MAX'
O.C.
CHART#2
T- O WHERE WATERIN_FILTRATIONAESISTANCE7S,NOTREQUIRED.
9
VAX
6, I x SEE NOTE 9 SHEET I
FRAME
HEIGHT <= Design.pressure chaff(pA
Frame Single.Panel and Total Fran Width In)
Height: . 30.0 38.0 42.0. 48.0
(�). 60:00 72 00 84.00 96.00.
Pas I Nag Pas I Neg I Pas Nee` Pos, Nag
84.0 80:0. 600 68.2 58.2. 52.2 52.2 48.0. 46.0'
88.0 60.0 60,0 54.9 54.9 49.1 49.1 45.0 45.0
L / 92.0 59,8 M. 61.9 51.9 46A 46.4 42.4 .42 4
96.0 56,9- 56.8 49.2. .48:2 43.9 43:9 40,0 40.0 .
6" MAX .
CHARTN3
Number ofanchor locations required
SERIES 420 REINFORCED SGD : Frame single Panel and Total Frame Width,(In) . .
EXTERIOR VIEW Height 30.0 36.0 1 420 "49.0
(In) 60.0 72.0' 04.0 96.0
DESIGN PRESSURE RATING IMPACTRATING. HdS Jamb H&S "Jamb H6S jJamb H&S Jamb
84.0 4 6 5. 6 6 6. 6 6
.t4d.OPSF:: NONE 88,0 4 6 6 .g: .,..6. r:..6. 6 6
.92.6 4 6 5 6 6 6 6 6
SEE CHARTS.#1 AND#2 FOR OTHER UNITS RATINGS 96,0. 4. 6. 5 6; 6'" .6 6 8
SIGNED, 1012612015
MI WINDOWS
LAKESIDE D PARKWAY
LLC `\\��\S��a I tL o
FLOWER MOUND, TX 75028 �v.4�GENS�.'9(p,�"
SERIES 426 REINFORCED. SGD *• 0, PO4F'M,
96" x 96" -ELEVATIONTAT. ,:
DRAWN: 04YG K0. .REV �'PF•'��OR1� 4,
S 08 5004499 0 ///sS��NAi
CALE DATE
NTS 02/23/09 2 OF 10
REMSIONS .
REV DESCRIPTION DATE APPROVED
q ADDED CHARTS 03/05/12 R.L.
96" MAX- FRAME WIDTH 8 REVISED-PER,NEW TESTING 10/29/13 R.L.
(1) ANCHOR PER LOCATION C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L.
.. AT HEAD & JAMBS D_ REVISED INSTALLATION DETAILS 08 03
SEE CHART J/4' 15 R.L./ /
FOR NUMBER OF LOCATIONS
REQUIRED
a" MAX 17" C MAX
I 6" MAX
CHART#4 '
6" MAX Numboro0anohdr locations required
Frame Single Panel and Total Unit Vddth(In)
/ Helght 30.0 1 36.6 42.0 48.0
(In) 60.0 72.0 84.0 9610
17".'MAX 94.0. H4S Jamb NBS. Jamb H66S Jamb H61 Jamb
" I
O.C. 88.0 6 6 5 6 6. 6 6. 6
92.0 5 6 5 6 6 8" 8 6
96" --� 98.0 5 fi 6 6
MAX' O ,`..
FRAME
HEIGHT
6" MAX
SERIES 420 REINFORCED SGD (z) ANCHORS PER LOCATION
EXTERIOR VIEW AT SILL
SEE CHART #4
DESIGN PRESSURE RATING IMPAGTRATING FOR NUMBER OF LOCATIONS
REQUIRED
t40.OPSF NONE
SEE CHARTS#I AND#2FOR OTHER UNITS RATINGS
SIGNED: 1012612015
MI WlsoLi0lWaKEs D PARKWAY
DOORSLLC: u�ro ���//
FLOWER MOUND, TX 75028 `\\v.*�GEArS-.1
SERIES 426 REINFORCED.SGD. 06' �t
96" x 96 (�Ir€"�
FIN ELEVATION :-A TAT OF• k �
DRAWN: D'NG H0. - REV ���•RCpR104;�\�\\\
sA. DATE OB s00E499 D ��%SS,ONA11;v 6
NITS
02/23/09 ' 3 OF 10
RL\151ONS
i- 1/2" MIN, REV MCRIPTION DATE APPROVED
EDGE DISTANCE - A ADDED CHARTS 03/05/12 R.L.
B REVISED PER NEW TESTING 10%29/13 R.L.
1 3/8" MIN, - C ADDED FLANGE AND-FIN INSTALLATION 12/06/13 R.L.
WOOD FRAMING EMBE MENT
OR 2X BUCK D REVISED INSTALLATION DETAILS 08/03/15 R.L.
BY OTHERS ~
1 I/4„
SHIM
n10 WOOD i SPACE 1 3f8" MIN. r 1 fS" MAX.
SCREW EMBEDMENT. SHIM SPACE
-r INTERIOR
1/2" MIN.
EDG
E DISTANCE
EXTERIOR Ij INTERIOR .. I III 11II
SILL TO BE SET IN I�I
A BED OF APPROVED I Li
;#10 1400D .
SEALANT
SCREW
WOOD FRAMING �10 WOOD
SCREW EXTERIOR
OR 2X BUCK JJ
BY OTHERS WOOD FRAMING' JAMB INSTALLATION DETAIL
p I OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION
BY OTHERS
1..3/8 MIN.
EMBEDMENT
MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED:.1012612015
MI WI OOOLAKESIDES D PD0�R4Y LLC �LLIO ��i/'
FLOWER MOUND, TX 75028 v•v�CENS+y.9J+�i�
SERIES 420 REINFORCED SGD i* 0, 51t_
NOTES:. 96° x 96 ��(��r
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS. FRAME INSTALLATION DETAILS
NOT SHOWN FOR CLARITY ��0. TAT OF•�W`
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTME2112, oRawN: o'+c No. RN �i'';pl-COR�O?
CALE NTS DALE 02/23/09. OB SOOc4490F 10 D ���iS�ONAt` ����� .
REVISIONS
3/4 MIN REV DESCRIPTION CAT APPROVED
. A ADDED CHARTS 03 0 EDGE DISTANCE � . / 5/12 R.L.
M SHIM SPAC
METAL 1/4 MAX. B REVISED PER NEW TESTING, 10/29/13 R.L.
E
STRUCTURE _ � � � � C ADDED FLANGE AND FIN INSTALLATION- 12/06/13 R.L.
BY OTHERS D REVISED INSTALLATION DETAILS 08/03/15 R.L.
I(� 8
jZn�ti 1/4" MAX.
- SHtbt SPACE'.
{: #10 SMS OR
f SELF DRILLING �--- INTERIOR
SCREW .
3/4 MIN.
EDGE DISTANCE
EXTERIOR INTERIOR
SILL TO BE SET IN El�^ —
A-BED OF APPROVED #.10.SMS-OR yi
SEALANT SELF'DRILLING
SCREWS
#10 SMS OR
SELF DRILLING DTI METAL
SCREW. STRUCTURE EXTERIOR
BY OTHERS
METAL
STRUCTURE
BY OTHERS JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
5/4: ,MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SIGNEDt 1012612015
MI WI OOOLAKES DD PDOORA LLC: \\\\ s it l�Lo
FLOWER MOUND" TX 75028
NOTES! SERIES 420 REINFORCED SGD � 0. 6E #
L INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 96"" x 96'" _
NOT SHOWN FOR CLARITY FRAME INSTALLATION DETAILS ��o TAT OF ��
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE �Oa`•.A. ,lti\
DESIGNED IN ACCORDANCE WITH ASTM E2112 DRav,N: D1Y0 No. RF. Ev R1DP
CAL DATENTS DATE':02/23/09 OB 500E4590F 10. D �lY/SjoNA11EN\\��
REVISONS
2 1/2" MIN. `__ REV DESCRIPTION DATE APPROVED
EDGE DISTANCE I! A ADDED CHARTS. 03/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R.L.
C - ADDED FLANGE AND FIN 1NSTAL1AT10N - 12/06/13 R.L.
` T 1/4" MIN,
D REVISED INSTALLATIDN DETAILS. 08/03/15 R.L.
°d° a EMBFDIdENT 1 1 4" MIN. _
CONCRETE/ EMBEDMENT
MASONRY
BY OTHERS 1/4" MAX. '
SHIM SPACE
OXTIONAL
BUCK 1/4" MAX.
TO BE I . l 2 1/2 ,a,, i .SHIM SPACE
PROPERLY 1, Jj ,, 1,11tJ. 9"
INTERIOR
SECURED ( 51 EDGE o
SEE NOTE 3 - �^— DISTANCE 2J R
SHEET 1
II
3%16" 7APCON
3/16i° TAPCON
CONCRETE/MASONRY o"
BY OTHERS
EXTERIOR ' INTERIOR LL��11 ���uuu III
SILL TO BE SET IN
A BED OF APPROVED.
SEALANT v'
EXTERIOR
3/16" TAPCON
OPTIONAL 1 X SUCK
JAMB INSTALLATION DETAIL
MASONRY/ " TO BE PROPERLY CONCRETEIMASONRY INSTALLATION
CONCRETE i SECURED
BY OTHERS I 4 SEE NOTE 3 SHEET 1
°. NOTES:'
1 1/4" MIW,
T.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
EMBEDMENT
NOT SHOWN FOR CLARITY.
° °. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITH ASTM E2112
z 1/2" MIN.
EDGE DISTANCE SIGNED: 1012612015
VERTICAL CROSS SECTION
CONCRETE/MASONRYINSTALLATION MI WINDOWS AND DOORS .LLC \\\1111111////7j
1900 LAKESIDE PARKWAY \���\SIR ZO�ij��
FLOWER MOUND, TX 75026 v \C+ENS••gi1°��i
SERIES 420 REINFORCED SGD *• 0, 61
96" x 96" �•9 _
FRAME INSTALLATION DETAILS ��D.77777,�STATE OFRA"
[F.A.: Dwc No. OB-00499 RE � F..OR .CALE NTS DATE 02/23/09 S"'T 6 OF 10 �ii�/O;AL
1 2" MIN.
EDGE DISTANCE aEmsioNs
.REV - DESCRPTION DATE APPROVED
WOOD FRAMING A ADDED CHARTS 03/05/12 R.L.
OR 2X,BUCK - - 8 REVISED PER NEW TESTING 10/29/13 R.L.
- BY OTHERS 1 3/8" MIN, CADDED FLANGE AND FIN INSTAL L1TIOIJ- 12/05/13 R.L.
EMBEDMENT D REVISED INSTALLATION DETAILS 08/63/i5 R.L.
--v — 1/4' MAX.
SHIM SPACE
t �
1 3/B" MIN. 1/4" MAX..
"cMEBEDMENT SHIM SPACE
#10 WOOD
SCREWS
�— INTERIOR
1/2", MIN,
EDGE DISTANCE DISTANCE
EXTERIOR I INTERIOR [Ell
SILL BE SET IN a
A BED-OF APPROVED
SEALANT jJ10 WOOD
SCREWS,
10'WOOD I L
SCREW
WOOD FRAMING EXTERIOR
OR 2X BUCK BY OTHERS K I JAMB INSTALLATION DETAIL
—1 WOOD FRAMING WOOD FRAMING OR 2X BUCK INS TALLA TION
OR 2X BUCK
1 3/8„ MIN. BY OTHERS
EMBEDMENT
J .
I
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED:1012612015
MI WINDOWS 00 LAKESIDE PARKWAY.E LLC. `\`\J\
FLOWER MOUND, TX 75028 v \� kS .%p
NOTES:. SERIES 420.REINFORCED SOD. o,8�.6�1 - Ydr
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 96" x 96: .� `
NOT SHOWN FOR CLARITY FLANGE INSTALLATION.DETAILS ��D;. TAT OF
2.PERIMETER AND JOINT SEALANT BY.OTHERS TO BE �0�••A. w
DESIGNED IN ACCORDANCE WITH ASTM E2112 oRA;N: DVIG NO. REV ��F C 0 R1pP• ��
scaAe NTS oa1E 02/23/09 08 SHEET
k79'OF 10
REV DESCRIP71011 DATE APPROVED
3MIN.- A ADDED,CHARTS 03 OS/12 R.L.
I EDGEE D DISTT ANCE /
METAL 1/4 MAX: 8 REVISED PER NEW TESTING' 10/29/.73 R.L.
STRUCTURE - SHIM SPACE C ADDED FLANGE AND FIN INSTALLATION 12/O6/13 R.L.
BY OTHERS D REVISED INSTALLATION DETAILS O6/OJ/15 R:L.
7� 1/4" MAX..
!'. SHIM SPACE
#10 SMS-OR
SELF,DRILLING
SCREW
3/4" MIN. INTERIOR
EDGE DISTANCE
EXTERIOR INTERIOR Fil
l,
SILL TO BE SET IN —_
A BED OF APPROVED
-SEALANT, #10' SMS OR
SELF DRILLING
#10 SMS OR S
SCREW
SELF DRILLING — `— METAL.
SCREW STRUCTURE
- BY OTHERS
METAL
STRUCTURE EXTERIOR
BY OTHERS
JAMB INSTALLATION DETAIL
METALSTRUCTURE INSTALLATIO14
3/4" MIN.. .�
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SIGNED:1012612015.
MI WINDOWS ooLAKEs LAKESIDE
DOORS'LLC ARKWAY \`\ R il�o
FLOWER MOUND" TX 75028 �\v'fir\CAERSE`9�/i .
NOTES:. SERIES 426 REINFORCED. SGD `*• o 51
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 96"" x 96"" — ( r _
NOTSHOwN FOR CLARITY.
FLANGE INSTALLATION DETAILS ; STATE OF t�\
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE i O.
DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: DNG 110. REy
F.A. 08-00499 0 S
SCALE NTS 1DATE 02/23 09. sxEEr8'OF .10 ///77/'it IIIIIII �\\\\
. REVISIONS
2 1/2" MIN. REV OESCRP14011 DATE APPROVED
EDGE DISTANCE - A ADDED CHARTS 03/05/12 R.L.
_ B - REVISED PERNEW TESTING 10/29/13. R.L..
C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L.
1 1/4" MIN. D REVISED INSTALLATION DETAILS 08/03/15 R,L.
EMBEDMENT 1 1/4" MIN.
CONCRETE] — ° ' ° A .° a ° � EMBEDMENT
MASONRY 1/4" MAX.
BY.OTHERS _�SHIM SPACE
OPTIONAL 1X BUCK °> SHIM SPACE
TO BE 2 1/2" ° r INTERIOR
PROPE,RLY MIN.
SECURED EDGE
SEE NOTE 3.. DISTANCE
SHEET 1 I °
- iM
3/16" TAPCON
A
1
3/16° T PEON .
CONCRETE/MASONRY
BY OTHERS ❑�� ,!� I EXTERIOR INTERIOR
SILL TO BE SET.IN
A BED OF APPROVED a EXTERIOR 47
SEALANT °'
3/1S" TAPCON
JAMB INSTALLATION DETAIL
MASONRY/ { OPTIONAL 1X BUCK
CONCRETEIMASONRY INSTALLATION
CONCRETE TO BE PROPERLY:
BY OTHERS SECURED_
( SEE NOTE 3, SHEET '1 .
° 1 1/4" MIN. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
EMBEDMENT NOT SHOWN FOR CLARITY.
2,PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
2 1/2" MIN.
EDGE DISTANCE SIGNED: 1012612015
VERTICAL CROSS SECTION ,11111II/I!
CONCRETE/MASONRYINSTALLATION MI 'WINDOWS AND DOORS LLC \\\\S R LD //
1900:LAKESIDE FLOWER MOUND, TX
96" KWAY w`���ENS+Fgdi���
SERIES 420.REINFORCED SGD. ;*' 0�251 *l
96" x 96" =.a .STATE OF a:
FLANGE INSTALLATION DETAILS' �� E OF t��
. - DRAYIN; MG No. ��...
OR�OQ%
F.A. 08-00499 O !///j'�ONA 11��\\�,.
SCALE NTS .. DATE 02/23/09 SHEET 9 01 10
REVISIONS
WOOD FRAMING 1/4" MAX REV DESCR PT OII °ATE N'PROVED
�I ILA SHIM SPACE
BY OTHERS. ` A ADDED CHARTS 03/05/12 R.L.
- 8- REVt5E0 PER NEY' TESTING - 10/29/f3 R.L.
( ID
C ADDED LANGE AND FIN INSTALLATIOV 12/05/13 Rl.
INTERIOR ( -� D REVISED INSTALLATION DETAILS 013/03/15 R.L.�_ 1 5/8" IS
1 '1/4" r "' EDGE DIST,T. 1
MIN. _
EMBEDMENT f TRIM F
P4
1/4" MIN.
INTERIOR EMBEDMENT
'I
APPROVED'' MASONRY/CONCRETE I
SEALANT EXTERIOR BY OTHERS
BEHIND FIN
#8 WOOD 1X BUCK BY OTHERS,
SCREW HOOK STRIP..... 1X.BUCK TO BE
7/16° MIN �_ PROPERLY SECURED
EDGE DISTANCE
JAMB tNSTALLAT/ON DETAIL . I❑ 3/16"
WOOD FRAMING OR 2X BUCK INSTALLATION TAPCON
EXTERIOR PANEL INTERLOCK
HOOKSTRIP INSTALLATION
APPROVED 1/2" MIN. MASONRY/CONCRETE
SEALANT *DI
BEHIND FIN 1 1/4" ;411N. 3/4" MIN.
EMBEDMENT METAL STRUCTURE EDGE
(18 WOOD WOOD BY OTHERS DISTANCE '
SCREW FRAMING
BY OTHERS INTERIOR TRIM. TRIM
1 0 titl �\ 1/4" MAX, MIN.
7/16" MIN. � � SHIM SPACE ENTINTERIOR
EDGE DISTANCEJHOOK STRIPHOOK STRIP
< #10 WOOD _ #,1Q SELF DRILLING
Y SCREW SCREW
r
PANEL
EXTERIOR PANEL INTERLOCK EXTERIOR _a�) INTERLOCK
INTERIOR EXTERIOR j, HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION
2X BUCK/WOOD FRAMING METAL STRUCTURE
SIGNED: 1012612015
VERTICAL CROSS SECTION MI -WINDOWSAND. BOORS LLC \\�� R.�LIO%i/i
WOOD FRAMING OR2XBUCKINSTALLATION . 1900 LAKESIDE PARKWAY ���JtS;.•.,4i
FLOWER MOUND, TX 75026 `� \'NGEN,S�•`�,�'
FOR SILL INSTALLATION SEE SHEETS 4.9.
NOTES: SERIES 470 REINFORCED SGD *• p,�?61 k '
96" x 96" ( F
I.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, �•p
NAILFIN & HOOK INSTALLATION DETAILS
NOT SHOWN FOR CLARITY, �yDO; STAT OF••�`
DESIGNED�NACCORDANCEWI7HASTM,E2E2STO8E BRAwN: DwG NO. REV ii��fisAZORM,
SCAL NTS °"T� 02/23/09 Q8 s00E490 OF 10 D /i�SjONALk%\\ �.
. RENTON$
REV OESCRIPTIOtl DATE APPROVED
A ADDED CHARTS 03/06/12 R.L.
B REVISED PER NEW TESTING 10/1S/1J R.L.
NOTES:'
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH .. C 'ADDED FLANGE INSTALLATIONS 12/06/13 R.L.
REQUIREMENTS OF THE FLORIDA BUILDING CODE. D REVISED INSTALLATION DETAILS OB/05/15 R.L.
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. IX BUCK'OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X SUCK IS NOT USED "
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED.,COATING OR MEMBRANE.
SELECTION OF COATING OR ;MEMBRANE IS THE RESPONSIBILI1Y OF THE ARCHITECT OR,
ENGINEER OF,RECORD.
4, ALLOWABLE STRESS INCREASE OF 1/3 WAS NUT 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 E13DO-04 WITH SAFETY GLASS,
7. APPROVED IMPACT 'PROTECTNE.SYSTEM I5 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 RATED IS EQUAL OR_GREATER .THAN M) DO
NOT REQUIRE WATER'1NFILTRAT{ON RESISTANCE.
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT,.
10. FOR ANCHORING INTO .WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH,T0 ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOVlN.IN. ELEVATIONS.AND' INSTALLATION DETAILS.
11. FOR ANCHDRING,INTO MASONRY/CONCRETE USE 3/15" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4".MINIIAUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGEDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLA71ON DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE .#10 SMS OR SELF .DRILLING;SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3"THREA0S MINIMUM BEYOND STRUCTURE:INTERIOR.WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13: ALL FASTENERS TO BE'CORROSION RESISTANT.
IA. 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-T5 1/8" THICK MINIMUM
SIGNED: 1012712015
MI WIsoQO LAKESIDE D AWS D PDOO�R r LLC `s g I ILro
FLOWER MOUND, TX. 75028 v•N1,E No,,.9s%,,
TABLE OF'CONTENTS SERIES 430/446 XIX SGD` dir• p six
SHEET NO. DESCRIPTION 143° x 96' REINFORCED S TM
TO�qs• TAT OF
1 NOTES
DRA11N: D1vG N0. REV �4��•'c[pRIOPr
2 ELEVATION F.A. 08-00503 p. ///SN"L f�t1����
3 - 9 INSTALLATIO14 DETAILS scA�E NTS. DATE 02/23/09 $REET1 OF 9 /,AIIII III I11`\`
REVISIONS
REV DMRIPTON DATE APPROVED
143" MAX FRAME WIDTH A ADDED CHARTS 03/06/12 R.L.
SEE CHART.(!3 FOR B REVISED PER NEW TESTING 10/15/13 R.L.
NUMBER OF LOCATIONS REQUIRED 17" C• ADDED FLANGE'INSTALLA71ONS 12/06/13 R.L.
-
MAX 6" MAX D REVISED INSTALLATION DETAILS 08/05/15 R.L.
6" MAX O C.
CHART#1
WHERE VIA TER INFfLTRATION RESISTANCE 1S REQUIRED
SEE NOTE 9 SHEET If
6" MAX Design pressure char(psfl
Single Panel and
Total Frame INdth(in)
Frame
tl 30.0 36.0 42.0 47.7
(in). 90.00 108.00 126.00 143.00(in). INet as Neg M40O46.1
Pon Meg
84.0 40,0 60,0 40.0 57.9 40.0 48.0
17" MAX 8B.0 40,0 60.0 40.0 64.8 40.0 45.0
O.C. 920 40.0 59.6, 40.0 51.7 40.0 42.3
96". 96.0 40,0 56.6 40.0 .49.0 40A 40.0
MAX CHART#2
FRAME �[ I V WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED
HEIGHT SEE NOTE 9 SHEET I
�✓ Design pressure chart(PSO
Frame Single Panel and_Total Frame Width(In)
Height 30.0 36.0 1 42.0 47.7
(in) 90.00 108.00 126.00 143.00
/ Pas INeg Pas' Neg Pas I Neg Pos: Neg
84.0 60,0 60.0 57.9 57.11 62.0 52.0 48,0 48,0.
60.0 60.0 60.0 .54.6 74.6 48.9 48.9 45.0' 45.0
6' MAX 82.0_ 59,6 69.8 71.7 61.7 48.1 46:1 42,3 42.3
} SERIES 4301440 XIX SGD 96.0 56.6 5s.6 ae.o 49.0 a3.7 43.7 4o.a 40.0
EXTERIOR VIEW CHART#3
Number of anchor locations required -
DEsIGN PRESSURE RATING IMPACT RATING Frame S(ngle Panel and Total Fram Wid e th(h)
Height 30.0 38.0 4&0 47.7
eig
+40.OPSF NONE eig 90,0 1 10&0 1 126.0 143.0
HaS I Jamb I HaS I Jamb HBS Jamb H8S Jamb
SEE CHARTS#1 AND#2 FOR OTHER UNITS RATINGS 84.0 6 8 7 6 8 6 9 6
88.0 6 . 6 7 6 8 6 9 6
92.0 6 6 7 6 8 6 9 6
96.0 6 6- 7 6 6 6 9 6
SIGNED;1012712015
MI WINDOWS OOKES D PARKWAY
$' ��� `\\\\\�1R I IL O /,!/'
FLOWER MOUND, TX 75Ay
028 v�•�\GENs 9�i�i=
SERIES 430/440 XIX SGD ��r• 0,,.B�61 #_
143" x 96" REINFORCED ��
ELEVATIONS sTAT� "�
FR4AIYN: DWG NO. 'D8-DGSD3 RD % CORIOP�G\��\
scAE NTS DATE 02/23/09 sHEET2-OF 9 I 11iEP�\\�
' REV15l0YS -
1/2" MIN. REV DESCRIPT1011 DATE APPROVED
EDGE DISTANCE A. ADDED CHARTS 03/06/12 R.L.
B REVISED PER NEW TESTING 10/,15/13 R,L..-
_ 1 3j8"' WIN,
- G ADDED FLANGE.INSTALLATIONS 12/06 113 R.L.
WOOD FRAMING EMBEQN,ENT D REVISED INSTALLATION DETAILS 08/05/15 R.L.
OR 2X BUCK _
BY OTHERS 1 3/81, MIN. 1/4°'MAX,
--1� 1/4„ EMBEDMENT SHIM SPACE
U
MAX.
H v J INTERIOR
SPACE '
1 C: C 1 'MIN,
SCREW REiN EDGE pISTANCE ,
EXTERIOR INTERIOR
10-wool)
SCREW �� (�•. ��
SILL TO
E SET IN
#10 WOOD ABED OF APPROVED
SCREW 4 :_ SEALANT 111 1
I i
EXTERIOR
WOOD FRAMING
OR 2X BUCK d I WOOD FRAMING JAMB INSTALLATION DETAIL
BY OTHERS OR 2X dURS
BY OTHERS WOOD FRAMING OR2X BUCKINSTALLATION
1"3/8" MIN,
EMBEDMENT
1 j2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED:1012712015
MI WINDOWS AND DOORS LLC \\0111 u1I1/���,
1900 LAKESIDE PARKWAY �\��J\g �'t1y!i��
FLOWER MOUND,.TX 750.28 `V,•�\DENY*.'-•p
SERIES,430/440 XIX SGD -*• 0 61
NOTES: 143 x 96" REINFORCED ( +stOa��
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FRAME INSTALLATION DETAILS �0. STATE OF
NOT SHOWN FOR CLARITY
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE LRA cv c eo. REV 'i�OiS R�D Rl0?
DESIGNED IN ACCORDANCE WITHASTME2112• 08-00503 D
S °M1SE 02 .23 j09 SHEET OF 9 ���11I i II M\�\\
3/4" MIN, REV DESCRIPTION DALE APPROVED
EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L.
METAL 1/4" MAX. - B. REVISED PER NEW TESTING - 10/15/13 R.L. -
STRUCTURE SHIM SPACE BY OTHERS C ADDED FLANGE INSTALLATIONS 12/06/1,3 R.L.
D REVISED 1NSTALLATiON, DETAILS 08/05/15 R.L.
' 1/4" MAX.
f �.SHIIA SPACE
3/4" MIN,
— EDGE DISTANCE
#10 SMS OR - INTERIOR
SELF DRILLING Fol
�SCREW,
EXTERIOR
INTERIOR
#10 SMS DRILLING i SELF. 6G
SCREWS
SILL.TO BE SET IN.
A BED. OF APPROVED
SEALANT
#10 SMS OR METAL l
'SELF DRILLING ��. STRUCTURE.
SCREW BY OTHERS
METAL EXTERIOR
STRUCTURE III
BY OTHERS JAMB INSTALLATION DETAIL'
METAL STRUCTURE INSTALLATION
3/4" MIN.
EDGE 'DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SIGNED: 1012712015
MI WINDOWS
LAKESIDE AND PARKWAY*
DOORS LLC P. IL o
FLOWER MOUND, TX 75028
`�\,J,�\GE
T NsF,
NOTES: SERIES 430/440 XIX SGD' g*- ,�1 psi ••#// o
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 143" x 96" REINFORCED — • _
NOT SHOWN FOR CLARITY. FRAME INSTALLATION DETAILS. `D, TAT OF ,Qz
2.PERIMETER AND JOINT SEALANT BY OTHERS?OBE
DESIGNED IN ACCORDANCE WITH ASTME2If2 DRAWN: DwG NO. RLu /�' •�CpRyQP.•$�
cuE DA1E 08 s00E503 D ONAiy��G�\\\
NTS 02/23/09. 4 OF"9
. REVISIONS
REV DESCRppoll DATE APPROVED
2 1/2'" MIN. A ADDED CHARTS 03/06/12 R.L.
EDGE DISTANCE
_ - - B- REVISED PER NEW TESTING :.10/15/1.3 R.L.
1 1/4" MIN. C. ADDED FILAN`GE INSTALLATIONS 12/06/13 R.L.
G d
• - a EMBEDMENT 1 1/4" MIN. 1/4" MAX. D REVISED INSTALLATION DETAILS 08/05/15 R.L.
°- • �' ° EMBEDMENT �~ SHIM SPACE
CONCRETE/ le °
MASONRY
BY OTHERS �— 2 1/2" MIN. �—
OPTIONAL J EDGE DISTANCE a'
1x BUCK INTERIOF? n
70 BE d
PROPERLY e 1/4" MAX.
SECURED. �� SHIM SPACE 3/16" TAPCON �a
SEE NOTE 3
SHEET 1
3/16" TAPCON
CONCRETE/,MASONRY
BY OTHERS 'K
EXTERIOR INTERIOR
ti I
SILL TO BE SET IN o EXTERIOR.' `�s�="
o
A BED OF APPROVED
3/16° TAPCON I.-. SEALANT +
JAMB INSTALLATION DETAIL',
r OPTIONAL 1 X BUCK CONCRETFJMASONRY INSTALLATION
N,ASDNRY j
(d � TO SECUREPROPERLY
CONCRETE SEE NOTE SHEET 1
BY OTHERS , ,
NOTES.
1 1/4" MIN. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
EMBEDMENT NOT SHOWN FOR CLARITY
a c e 2:PERIMETER AND JOINT SEALANT 13Y OTHERS TO BE
+ DESIGNED IN ACCORDANCE WITH ASTM E2112
VERTICAL CROSS SECTION
CONCRET&VA SONR Y INSTALLA TION 2 1/2" MIN.
EDGE DISTANCE SIGNED: 10/27/2015
MI WINDOWS AND DOORS. LLCI�LIo��,;�
1900 LAKESIDE PARKWAY �\�\J\S:• 't1,Q�i�
FLOWER MOUND, TX 75028 ��v,v\�:ENS�•,�3'��
SERIES 430/440 xIX SGD
143" x 96" "REINFORCED
FRAME INSTALLATION DETAILS , T OP trlZ:
DeAwa: Dwc No, Ev %�'PFS;.'��OR10,�:Gti���
DATE OB a
SCALE 500503`
NTS 02/23/09 5 OF 9
'I
j
„
Ar
REVISIONS
1/2" MIN. REV D_SCRiPTAI! DATE APPROVED
EDGE DISTANCE
A ADDED CHARTS 03/O6/12 R.L.
B__REVISED PER NEW TESTING, 10/15/13 R:L.
1 3/8° p1,iN: C ADDED FLANGE INSTALLATIONS 12/06/13 R.L.
OOD FRAMING MBE4VENT
OR 2X BUCK 1 D REVISED INSTALLATION DETALS 08/05/15 R.L.
BY OTHERS
1 3/8" MIN. ---IIIF 1/4" MAX.
1/4•• EMBEDMENT SHIM SPACE.'
I SHIM
SPACE �— INTERIOR O
1/2" MIN.
#10 WOOD ``' I EDGE. DISTANCE
SCREW L
Il I��I II
EXTERIOR INTERIOR no
#10 WOOD
SCREW
#10 WOOD 0 SILL TO BE SET IN I ❑
SCREW .
ABED OF APPROVED
._ SEALANT ,
h
WOOD FRAMING EXTERIOR
OR 2X .BUCK
BY OTHERS. I JAMB INSTALLATION DETAIL
WOOD FRAMING
OR 2X BUCK WOOD FRAMING OR RX BUCK INSTALLATION
BY..OTHERS
1 3/8" MIN.
EMBEDMENT
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED:1012712015
MI WIND1900oWS LAKESID D DOORPARKWAY
LLC `\\ 5�R!IL o'//��
FLOWER MOUND, TX 75028
NOTES: SERIES 430/440 XIX SGD 61 Tt=
T.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 143" x 96" REINFORCED 1�i-
j(�r i,
NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS0 TAT OF2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE ,p•�p �1
DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: ovreao. REV /�F aCDR10P•����
scAAE NTS DATE 02/23/09 OB 5005630E 9 D ����i�sjONAL`%%�G���
REVIStON5
3/4" MIN, REV DESCRIPTION LATE APPROVED
�I EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. .
METAL 9 REVISED PER NEW TESTING 10/15/13 R.L.
STRUCTURE 1/4 MAX.
BY OTHERS C ADDED FLANGE INSTALLATIONS 12/06/13 R.L.
SHIM SPACE D REVISED INSTALLATION DETAILS 08/05/15 R.L.
1/4" MAX.
SHIM SPACE '
r
S SINS OR
SELF DRILLING EDGE DISTANCE
SCREW INTERIOR 4
EXTERIOR INTERIOR tlo sMs OR
SELF DRILLING
SCREWS
SILL TO BE SET IN OI II
A BED OF
APPROVED SEALANT
#10 SMS'OR —
SELF DRILLING �L, L� f METAL I
SCREW �i j ( STRUCTURE d � .
METAL BY OTHERS EXTERIOR'
STRUCTURE
BY OTHERS JAMB INSTALLATION DETAIL
METAL'STRUCTURE INSTALLATION
rL
3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SIGNED, i 0/27/2015
MI WI9oo0W KEs D D PARKWAY.AND LLC R I lLro
FLOWER MOUND, TX 75028_ •��C�NS.F9�1�i=
NOTES: SERIES 430/440 XIX SGD' `ir�'� ,�'('�o
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 143 x 96° REINFORCED r �=
NOT SHOWN FOR CLARITY FLANGE INSTALLATION DETAILS -��f TAT OF ty�
2,PERIMETER AND JOINT SEALANT BY OTHERS TO BE i 0
DESIGNED IN ACCORDANCE WITH ASTM E2112 FAN; DWG No. 08-00503 REV
D ;e*�/SiS'(0R10 FAG\\\`
SCALE NTS. DATE 02/23/09 SHEET 7 OF 9 ��NAL1��V��
REVIS'ONS
CONCRETE 2 1/2" MIN. aEv DESCRIPTION DATE APPROVED
MASONRY EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L,
BY OTHERS .
° - B REVISED PER NaV TESTING 10/15/13' R.L.
d'a e ADDED FLANGE INSTALLATIONS 12/05/13 R.L.
a - ' EMBEDMENT D REVISED INSTALLATION DETAILS 08 OS 15 R.L.
1 1/4" MIN. 1/4" MAX. / /
EMBEDMEIT SHIM SPACE
OPTIONAL. - 1--- �
2 1/2" MIN.
1X OUBE EDGE DISTANCE D' '� i 1NTER10R..
PROPERLY
SECURED 1 J4 MAX. Fill I
SEE NOTE 3 SHIM.SPACE D. C�
SHEET 1 �� 3/16" TAPCON a
1 _
3/16";TAPCON D'
Io III
CONCRETE/MASOFIRY 5, ❑
EXTERIOR, INTERIOR BY OTHERS
3/16" TAPCON a D. •
SILL 70 BE SET IN EXTERIOR 3
A BED OF'APPROVED
--. SEALANT
Fit
I
OPTIONAL 1X BUCK I JAMB INSTALLATION DETAIL
I TO BE PROPERLY SECURED CONCRETE/MASONRYINSTALLATION
.MASONRY/ SEE NOTE 3 SHEET 1
CONCRETE
BY OTHERS
1 '1/4" MIN. I.INTERIOR AND EXTERIOR FINISHES,BYOTHERS,
° , EMBEDMENT NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE
a DESIGNED IN ACCORDANCE WITH ASTM E2112
VERTICAL CROSS SECTION 2 1/2" MIN.
CONCRETE/MASONRYINSTALLATION EDGE DISTANCE SIGNED: 70/27/2015
MI WINDOWS AND DOORS LLC
FLOWER MOUND, TXRKWAY 75028. �vS\GENy,':9p
SERIES 430/440 XIX SGD fir• p51
FLANGE
x S96"TA REINFORCED ro
FLANGE INSTALLATION DETAILS V.• TAT OF
DRAWN: D'wc No. REV• i� • <0RMt �
SCALE NTS .. DATE 02/23/09 08 5005830E 9 .D ,,//ssf0NA
. REVISIONS
REV D-SCRIP110N DATE APPROVED
A ADDED CHARTS 03/06/12 R.L.
B -REVISED PER.NEW TESTING -10/15/,13 R.L.,
- C. ADDED FLANGE INSTALLATIONS 12/06/13 R.L.
1 MIN.
EDGE
DIST. D REVISED INSTALLATION DETAILS 08/05/15
°
TRIM .14
i 1/4" MIN.
INTERIOR EMBEDMENT..BEDM ENT
MASONRY/CONCRETE.
BY OTHERS
— 1X BUCK BY OTHERS,
HOOK STRIP— — 1X BUCK TO BE 3/4" MIN.
PROPERLY SECURED METAL STRUCTURE EDGE DISTANCE
1❑ BY OTHERS
1 3/J6„
TAPCON TRIM
EXTERIOR �- PANEL INTERLOCK
HOOKSTRIP INSTALLATION INTERIOR
MASONRY'CONCRETE
HOOK STRIP .
#10:SELF:DRILLING.
SCREW
_1/2„"MIN. PANEL
EDGE DISTANCE EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
METAL STRUCTURE
INTERIOR .TRIM
EMBEDMENT
NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
HOOK STRIP �- --, NOT SHOWN FOR CLARITY.
#40 WOOD 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SCREW. DESIGNED IN ACCORDANCE WITH ASTME2112.
EXTERIOR PANEL INTERLOCK
HOOK STRIP INSTALLATION SIGNED: 1012712015
2X BUCK/WOOD FRAMING LC1900 LAKESIDE 11C/d AAA
MI WINDOWS AND DOORS L
FLOWER MOUND; TXR75028 ``wJ��GEN �ys
SERIES 430/440'XIX'$GD ii�• 0,.8�511»"z'0?A_
143" x 96 REINFORCED E
HOOK INSTALLATION DETAILS �¢f TAT OF
F.A.DRAWN: Dnc NO. 08-00503 RD %O��`S,S/�OR10
.. .. .. .... SCALE•NTS DATE O2/Z3/O9 SHEET9 'DF'9