HomeMy WebLinkAboutProduct Approval-Windows 617/2019 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>Application Detail
A FL# FL17499-RS
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market S reet
Gratz,PA 17030
(717)365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
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 Manufacturers Association
Validated By Steven M. Urich,PE
( ' Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 ;2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
Equivalence of Product Standards !
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/18/2019
Date Validated 03/18/2019
Date Pending FBC Approval
https://floridabuilding.prg/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386zXgygPRVBLovnTSbZoYnLfQ%3d%3d 1/4
r
617/2019 Florida Building Code Online
` 03/27/2019
Date Approved
PP
SuMmary of Products
FL# Model,Number or Name Description
17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R5 C CAC APC(13278)-1.85 SH (101723)_pdf
Approved for use outside HVHZ:Yes FL17499 RS C CAC APC(13279) 185 SH (101723)_pdf
Impact Resistant:Yes 99 -
Design Pressure:+55/-55 FL17499 R5 C CAC APC(13292) 185 SH (101723)_pdf
Other:R-PG55*, Missile Level D,Wind Zone 3.Glass to besurance on ra
bedded in Pecora 896 sealant.
nstallation Instructions
FL17499 R5 II 08-025 d
. uis R Lomas PE-62514
C ted b epS^dP^r Tti rty:Yes
Ev ion Reports
FL17499 R5 AE 5133218-3.pdf
Created by Independent Third Party:Yes
17499.2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R5 C CAC APC(13269) 185 SH (100823)_pdf
Approved for use outside HVHZ:Yes FL17499 R5 C CAC APC(13270)_L85 SH (100823)_pdf
Impact Resistant: No FL17499 R5 C CAC APC(13271)_L85 SH (100823)_pdf
Design Pressure: +60/-60 FL17499 R5 C CAC APC(13361)_L85 SH (100823)_pdf
Other: R-PG60 Quality Assurance Contract Expiration Date
10/08/2023
Installation Instructions
FL17499 R5 II 08-02549B.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R5 AE 5133278-4.pdf
Created by Independent Third Party:Yes
17499.3 185 SH 36x84 Fn/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R5 C CAC APC(13272) 185 SH (101723)_pdf
Approved for use outside HVHZ:Yes FL17499 R5 C CAC APC(13273)_L85 SH (101723)_pdf
Impact Resistant: No FL17499 R5 C CAC APC(13274)_185 SH (101723),pdf
Design Pressure: +60/-60 FL17499 R5 C CAC APC(13363) 185 SH (101723)_pdf
Other: R-PG60* Quality Assurance Contract Expiration Date
10/17/2023
Installation Instructions
FL17499 R5 II 08-02550B.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R5 AE 5133288-S.pdf
Created by Independent Third Party:Yes
17499.4 185 SH 36x71 Fin,Finless,Flange Frame IG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R5 C CAC APC H0462.01-109-47-RO 185 SH
Approved for use outside HVHZ:Yes (042522)_pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +60/-67 04/25/2022
Other: R-PG60* Installation Instructions
FL17499 R5 II 08-03163.pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports j
FL17499 R5 AE 514082.pdf
Created by Independent Third Party:Yes ,I
17499.5 185 SH 3602 Fn,Flange,and Finless Frame Insulated Glassj
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R5 C CAC APC(17811)1583.02-106-11-RO 185
Approved for use outside HVHZ:Yes SH(061423)_pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +60/-70 06/14/2023
Other: R-PG60 Installation Instructions
FL17499 R5 II 08-03383.pdf
Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Parry:Yes
Evaluation Reports
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386zXgygPRVBLovnTSbZoYnLfQ%3d%3d 2/4
Ar
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 R.L.
NOTES: 15, FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATIONDETAILS,
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16, FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16I' DETAILS,
WITH
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL, 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2- WINDOW UNITS MUST BE INSTALLATION DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL, STRUCTURE INTERIOR WALL, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS,
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 78, ALL FASTENERS TO BE CORROSION RESISTANT,
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A WOOD: MINIMUM SPECIFIC GRAVITY OF 0=0.42
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B! CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSL
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,OOOPSI MINIMUM,
7.
BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
PROVIDED, ALU
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT ALUMINUM 8063-T5 FU=30KSl .048" THICK MINIMUM
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: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED: 1211412017
MI650 WINDOWS NDRKET DOORS,T LLC
..'t 0 6/*
WEST MAASTREE
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW51,*
36" X 84"- I-Ml acz
TABLE OF CONTENTS NOTES Z:.%l TM10 F
.4-
SHEET NO. DESCRIPTION DRAWN: LIVID NO. R fORID
1 NOTES N.G. 08-02545 9
H d *,/�%NAL
2 - 3 ELEVATIONS SCALE NTS I DATE 11 SHEET 1 OF 11 "fill lilMO
4 - 10 INSTALLATION DETAILS L.ROBERTO LOPMS P.E. Luis R. Lomos'P.E.
11 COMPONENTS 1432 WOODFORD RD LEWISVILLE,NC27023 FIL No.: 62514
.........
REVISIONS
36" MAX 36" MAX
REV DESCRIPTION DATE APPROVED
FRAME WIDTH FRAME WIDTH
16 11 16" A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
2" MAX I-- M C �I 2" MAX 2" MAX-- MAX, 2" MAX B REVISED GLASS 10/02/17 R.I.,
f
.—._� O.C.
1 s" 16" CHART O FLANGE&FINLESS INSTALLATION
MAX MAX
D.C. Number of anchor locations required
L.1
L--- // Oj_ 1/ Frame Frame Width In
84" / 84" / Height f&00 24.00 30.00 38.00
MAX MAX (in) Road Jamb Hoed Jamb Head Jamb Head Jamb
24.00 2 3 3 3 3 3 3 1 3
FRAME / FRAME –
HEIGHT HEIGHT / 30,00 2 3 3 3 3 3 3 3
42.00 2 4 3 4 3 4 3 4
48,00 2 4 3 4 3 4 3 4
54,00 2 5 3 5 3 6 3 5
60.00 1 2 1 5 3 5 3 5 3 5
68,00 2 6 3 5 3 5 3 5
J� 72,00 2 6 3 6 3 6 3 6
78.00 2 6 3 6 3 6 3 6
84.OD 2 6 1 3 6 3 6 3 6
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FLANGE&FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION
SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
t55.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3
SIGNED: 12/14/2017
MI WINDOWS AND DOORS, LLC \t1ti11141l.1((IJJV
650 WEST MARKET STREET �����\5 0.4i
NOTES: GRATZ, PA 17030-0370 `v••*�G6NSF,d'f�
1. MAXIMUM SASH SIZE: 34 1/2" X 36". SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• o 95l12. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2" 36" X 84"– LMI (y'� •��
3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45" FLANGE AND FINLESS ELEVATIONS TATE OtyC
DRAWN:
DWO NO, 08-02545 RB '/�O�sS 1081
SCALE DATE SHEET �`!%jjA j1 X111
HARDWARE SCHEDULE
NTS 12/09/2014 2 OF 11
(2)METAL SWEEP LOCK,RTB"FROM EACH END INTERIOR MEETING RAIL L.ROBERTOLOMAS RE. Luis R. Lomas P.E.
__ 1432WOODFORDRDLEWISVILLE,NO27023 FL No.: 62514
(2 BLOCK AND TACKLE BALANCE AT JAMBS 434.686-0608 rltomasQtdomaspe.com
Ar
REVISIONS
36" MAX 36" MAX REV DESCRIPTION PATE APPROVEp
FRAME WIDTH FRAME WIDTH
A REVISED ANCHOR SPACING & CHARTS 07/11/16R.L.
10` 10"
2" MAX MAX —{ 2" MAX 2" MAX MAX 2" MAX B REVISED GLASS 10/02/17 R.L.
I '
0.C. 1 O.C.
/ 2"�
10" MAX 10" MAX CHART#2 FIN INSTALLATION
O.C. Q O,C. Q
Number of anchor locations required
84" 84"
MAX ` �f MAX / Frame Framowidth In
FRAME FRAME Height 18.00 1 24.00 30.00 36.00
HEIGHT HEIGHT On H&S Jamb H&S Jamb H&S Jamb H&S Jamb
24.00 3 3 1 3 3 4 3 5 3
30.00 3 4 1 3 4 4 4 5 4
36,00 3 5 3 5 4 5 5 5
/\ 42.00 3 5 3 5 4 5 5 5
`til—!II` 48.00 3 6 3 6 4 6 5 6
54.00 3 8 3 6 4 6 5 6
6.00 3 7 3 7 4 7 5 7
x 666.00 1 3 8 3 g 48 5 8
J / 72.00 1 38 3 B 4 8 5 8
78.00 3 9 3 9 4 9 5 1 9
6-4.00-1-3 1 9 3 9 4 9 5 9
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FIN INSTALLATION FIN INSTALLATION
SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 112 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
t55.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3
SIGNED: 12/14/2017
Ml WINDOWS AND DOORS, LLC \\\\S>>�!�i oi,,/�.
650 WEST MARKET STREET N\\\x .•••.;�1,r i��
GRATZ, PA 17030-0370
NOTES; v.•v\GEMSF,d'
1. MAXIMUM SASH SIZE: 34 1/2" X 36". SERIES 185 ALUMINUM SINGLE HUNG WINDOW '*• O-w61 *�
2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2" 36" X 84"— LMI //k�(•(�c
3. MAXIMUM FIXED D,L.O.: 33 1/8" X 45'" FIN ELEVATIONS �pO'. TAT OF
DRAWN: pwc No. REV 'r��S;�GORtC1P Gsi\�
N.C. DATE SCA08-02545 B ////S%NA y`� \\�
NTS 12/09/2014 3 OF 11
HARDWARE SCHEDULE
{2}METAL MEJE: NG RAIL t.RCOERSRE. Luis R. Lomas P.E.
SWEEP LOCK ATB"FROM_EACH END INTERIOR
1432 WDODFDRD RDD LEWEWISISVILLE,N027023 FL No.: 62514
13. (2)BLOCK AND TACKLE BALANCE AT JAMBS - 434-686-0608 I tamasOklomuspe.com
REVISIONS
1/2" MIN REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
A REVISED ANCHOR SPACING & CHARTS 07j11J16 R.L.
WOOD FRAMING
OR 2X BUCK e REVISED GLASS 10J02j17 R.L.
BY OTHERS
1 1/4" MIN.
j EMBEDMENT
BACKER RODfSHIM
MAX.
& APPROVED
SEALANTPACE
11/4" MIN. 1/4" MAX,
X10 WOOD SCREW EMBEDMENT SHIM SPACE
1/2" INTERIOR
MIN
INTERIOR EDGE
DISTANCE
#10 WOOD
SCREW
EXTERIOR WOOD FRAMING
OR 2X BUCK BACKER ROD
BY OTHERS EXTERIOR
& APPROVED
SEALANT
I
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X SUCK INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
& APPROVED
SEALANT 1/4" MAX.
u� SHIM SPACE
SIGNED: I211412017
WOOD FRAMING
OR 2X BUCK MI WINDOWS AND DOORS LLC ��»111IIrrrrr
BY OTHERSN o
550 WEST MARKET STREET ti��J�°;•G �1r�r/%
GRATZ, PA 17030-0370 `v, ti\ 5�.•9c31%
SERIES 185 ALUMINUM SINGLE HUNG WINDOW :*' 0,�g�61
VERTICAL CROSS SECTION 36" X 84"— LMI _.°;�� C �l»zorj:
WOOD FRAMING OR2XBUCK INSTALLATION FLANGE INSTALLATION DETAILS -A , TAT 0F. w
NOTES:. N GNI DwD NO. 08-02545 R6 p�/fisS'/l� t� �G\"��
1,INTERIOR AND EXTERIOR FINISHES,BY OTHERS scAu DATE SHEET rrrr/�j jA 1�titi`
NOT SHOWN FOR CLARITY NTS 12/09/2014 4 OF 11
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
L.ROBERD LEWdAB P.E. LUIS R. Lomas P.E.
DESIGNED IN ACCORDANCE WITH ASTM E2112
1432WOODFOROROLEWISVILLB,NC27023 FL No.: 62514
'-- -- - - - - - - - _ 434.888.0809 dtomasOftmaapa.eom
REVISIONS
REV DESCRIPTION DATE APPROVED
1/2" MIN A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
EDGE DISTANCE
B REVISED GLASS 10/02/17 R.L.
METAL
STRUCTURE
BY OTHERS 1/4" MAX. 9
SHIM SPACE
yy a••
APPROVED " y�
SEALANT
rj1/4"~yp
�rr�r r SHI SPACE
X10 SMS ORSMS OR
SELF DRILLING �y SELF DRILLING y� INTERIOR
SCREW a�' SCREWS /
INTERIOR
1/2
? MIN`
fx. EDGE a° c
4
,DISTANCE
EXTERIORMETAL
,>°
EXTERIOR >'r STRUCTURE
' BACKER ROD
BY OTHERS & APPROVED
SEALANT
-`�
' JAMB INSTALLATIOWLIETAIL
f� METAL STRUCTURE-INSTALLATION
.1at;`5
,
SILL TO BE SET PS`'`
IN A BED OF ?'
APPROVED
STRUCTURAL 'y F
BACKER ROD SEALANT -
& APPROVED
SEALANT r 1/4" MAX.
L SHIM SPACESIGNED: 12/14/2017
METAL ,;M +' INDOWS AND DOORS, LLC \\��t►1IIIIliii
BYROTNERS� i' ^r "fs 6GR WEST
MRKET17030 503707 �`vJ\S\CENS*49cf'�/�
'v R
VERTICAL CROSS SECTION f r
SERIES 185 ALU UM SINGLE HUNG WINDOW *41,0j' p61 ••*�
METAL STRUCTURE INSTALLATION 36" 84"— LMI
r'
FLANGE INST LATION DETAILS '�IATEE OF. ,2`
NOTES: ��� DRAWN: DWG NO. REV �iFS;�GORIDF;
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, SCALE DATE s02 45 B
NOT SHOWN FOR CLARITY.
2,PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 12/09/2014 5 OF 11
DESIGNED IN ACCORDANCE WITH ASTM E2112L.ROBERTOLOMASP.E. LUIS R. Lomas P.E.
�s-• 1432 WOODFORD RD LEWISVILLE,,NO 27023 FL No.: 62514
- - - -_ 434.666.0609 rIl0ma6@lA0masp0.00m
J;
41
2 1/2" MIN. REVISIONS
CONCRETE/MASONRY EDGE DISTANCE REV DESCRIPTION DATE APPROVED
BY OTHERS A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED.GLASS 10/02/17 R.L.
OPTIONAL 1X BUCK 1 .1/4" MIN.
SEE NOTES 3 — 7 d. EMBEDMENT
SHEET 1 1 1/4" MIN 1/4" MAX.
E SHIM SPACE
EM
1/4" MAX. CONCRETE/MASONRY
BY OTHERS
BACKER ROD SHIM SPACE
& APPROVED
SEALANT
o
3/16" TAPCON 3/16" TAPCON
INTERIOR
•
INTERIOR
�-"L-'
T-
2 1/2"
MIN.
EXTERIOR EDGE
DISTANCE
EXTERIOR
BACKER ROD
& APPROVED
OPTIONAL 1X BUCK SEALANT
SEE NOTES 3 — 7
SHEET 1 JAMB INSTALLATION DETAIL
BACKER ROD CONCRETEIMASONRY INSTALLATION
& APPROVED SILL TO BE SET
SEALANT IN A BED OF
APPROVED NOTES.,
OPTIONAL 1X BUCK STRUCTURAL I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEE NOTE 3 — 7 SEALANT NOTSHOWN FOR CLARITY,
SHEET 1 2.PERIMETER AND JOINT SEALANT BY OTHERS To BE
1/4" MAX. DESIGNED INACCORDANCEINITHASTME2112 SIGNED: 1211412017
SHIM SPACE
CONCRETE/MASONRY MI WINDOWS AND DOORS, LLC
BY OTHERS 650 WEST MARKET STREET
GRATZ, PA 17030370
4 0�- E Ny'9cp
-4
SERIES 185 ALUMINUM SINGLE HUNG WINDOW f it 0,,6M1
36" LMI
FLANGE INSTALLATION DETAILS
::'vo. TAY
-4
DRAWN; DWG NO. REV
0I
VE
N.G. 08-02545 RTICAL CROSS SECTION �91•0 4WA
CONCRETEIMAISONRY INSTALLATIONSDALE DATE12/09/2014 ISH'ET6 OF 11
1432 LROBERTOLO&IASPE. Luis R. Lomas P.E.
WOODFORD RD LEMSWUE,NO 27023
434-688-0609 -dicatasoldomaspe.com FL Na.: 62514
At-
REVISIONS
REV DESCRIPTION DATE APPROVED
1/2" MIN
EDGE DISTANCE A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
WOOD FRAMING B REVISED GLASS 10/02/17 R.L.
OR 2X BUCK
BY OTHERS
BACKER ROD 1/4" MAX.
& APPROVED SHIM SPACE 1 1/4" MIN. 1/4" MAX.
SEALANT EMBEDMENT SHIM SPACE
#10 WOOD SCREW J�
1/2"
MIN INTERIOR
EDGE
INTERIOR DISTANCE
#10 WOOD
SCREW
11 WOOD FRAMING EXTERIOR
OR 2X BUCK BACKER ROD
BY OTHERS & APPROVED
SEALANT
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
& APPROVED
SEALANT 1/4" MAX.
SHIM SPACE SIGNED: 12/14/2017
WOOD FRAMING
OR 2X
BY OTHERS MI WIN650DOW SS MA D EDOOR E1T LLC `\\\ lR I IL!D/
GRATZ, PA 17030-0370 \v••��GENS�•cP/�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*�•//�0 951 *_
VERTICAL CROSS SECTION 36" x 84 LMI -,p tiyi 1
WOOD FRAMING OR 2X BUCK INSTALLATION FINLESS INSTALLATION DETAILSO�''••SSTATE OF•�`
NOTES: DRAWN: DWC N0. REV
NOT SHOWN ORC1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SCALE DATE 08 s0E�45 s 10NAI.`E�����
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 12/09/2014 7 OF 11
DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-698-0609 rllamas@lrlomaspe.c0m
REVISIONS
1/2" MIN
EDGE DISTANCEEV DESCRIPTION DATE APPROVED
METAL A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
STRUCTURE 8 REVISED GLASS 10/02/17 R.L.
BY OTHERS 4" MAX.
SHI SPACE ��
r
APPROVED
SEALANT
1/4" MAX.
} SHIM SPACE
SELOF MSDRIOR r" #10'1SMS OR ��.r <
SCREW s SELF DRILLING IN-J1017
SCREWS
INTERIOR
le EDGE ell
6, DISTANCE'' q '~
EXTERIOR
X " METAL "BACKER ROD
STRUCTURE d' APPROVED
gid. , BY OTHERS SEALANT
EXTERIOR 4
IAMB INSTALLATION DETAIL
p,
a7 F�r�' �•- �,r'' METAL STRUCTURE INSTALLATION
OF
r SILL TO BF>'SET ! - 'V
IN A BED*`OF a , �
APPROyED �' M
�a STRUCTURAL
CKER RIGD r SEALrANT
APP OVEDr. ~
SEALANT r'
1/4" MAX.
SHIM SPACE ,::-a�— �r I SIGNED: 12/14/2017
METAL
STRUCTURE J' s4L� MI WINDOWS AND DOORS,f LLC >>11.1a.I•+flrii�
BY OTHERS 5T
f / 650 WEST MARKET ?TRE ���J\5L 0't1/���i�
GRATZ, PA 17030037,0
VERTICAL CRO SS SECTION u SERIES 185 ALUMINUM SI;4bLE HUNG WIND6W� 0,§1251 •• =
META'C4TRiFCTURE INSTALLATION 36° X 84.- LM
FINLESS INSTAL;ATION�A L1 SO,• TATE OF ;o4`
1.INTERIORANDEXTERIORFINISHES,BYOTHERS, N.G. Dwc NO. OB e0255° RB '� S�O R1���'��\�\
NOT SHOWN FOR CLARITY. SCALE DATE SHEET //SII f NALI1`�\\
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS 12/09/2014 8 OF 11
DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 rllomas@Idomaspe.com
REVISIONS
2 1/2" MIN.
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY < A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
BY OTHERS a ? B REVISED GLASS 10/02/17 R.L.
a 1 1/4" MIN.
OPTIONAL 1X BUCK ° ' ° °' EMBEDMENT
SEE NOTES 3 — 7 1 1/4" MIN.
SHEET 1 ` EMBEDMENT
CONCRETE/MASONRY OPTIONAL 1X BUCK
1/4" MAX. BY OTHERS SEE NOTES 3 — 7
BACKER ROD SHIM SPACE SHEET 1
& APPROVED °
SEALANT
3/16" TAPCON 3/16" TAPCON 0a
1/4" MAX.
SHIM SPACE
INTERIOR
° • INTERIOR
° •
2 1/2" • °
MIN. °
EDGE '
EXTERIOR DISTANCE °
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
SILL TO BE SET CONCRETE/MASONRYINSTALLATION
IN A BED OF
BACKER ROD APPROVED
& APPROVED STRUCTURAL NOTES:
SEALANT SEALANT
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL 1X BUCK 1/4" MAX. NOT SHOWN FOR CLARITY.
SEE NOTE 3 — 7 SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 12/14/2017
CONCRETE/MASONRY MI WINDOWS AND DOORS, LLC \\��511. toi,�i/�
BY OTHERS ° ° a ° 650 WEST MARKET STREET ���\J\ •EIV '�9
GRATZ, PA 17030-0370 V,•���+ SF.,p
c• ° SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*• D 51 *=
a — —
° FINLESS INSTALLATION DETAILS -0. TAT OFA.
VERTICAL CROSS SECTION
DRAWN:
G. DwD No• OB-02545 RB �i/i�FSSi�.NR10.NAL
G\�'��
CONCRETE/MASONRYINSTALLATION s7 DATE SHEET /1111110
NTS 12/09/2014 9 OF 11
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-666.0609 rllOMaa@ld0Maap0.c0m
REVISIONS
REV DESCRIPTION DATE APPROVED
APPROVED 1 1/4" MIN.
SEALANT EMBEDMENT A REVISED ANCHOR SPACING Sc CHARTS 07/11/16 R.L.
BEHIND FIN WOOD B REVISED GLASS 10/02/17 R.L.
FRAMING
BY OTHERS
r
1/4" MAX.
—1 SHIM SPACE
7/16" MIN �—
EDGE DISTANCE
WOOD FRAMING 1/4" MAX
#8 WOOD SCREW BY OTHERS SHIM SPACE
#8 WOOD
SCREW
1 1/4" INTERIOR
MIN.
EMBEDMENT
T-
EXTERIOR
INTERIOR APPROVED
SEALANT
BEHIND FIN
7/16" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1/4" MAX 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SHIM SPACE NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
I DESIGNED IN ACCORDANCE WITH ASTM E2112
7/16" MIN SIGNED: 12/14/2017
EDGE DISTANCE _ MI WINDOWS AND DOORS LLC w1111Li11/
650 WEST MARKET STREET ����J\�? R Lo9�i�
#8 WOOD WOOD GRATZ, PA 17030-0370 .,p
SCREW
SCREW FRAMING
1 1/4" MIN. BY OTHERS SERIES 185. ALUMINUM SINGLE HUNG WINDOW ;1h•////��0y�5�1 v•*=
APPROVED EMBEDMENT 36" X 84"- LMI =p�yUti/(> ++w(�`
SEALANT FIN INSTALLATION DETAILS ��0• STATE OF
BEHIND FIN WOODERTICAL FRAMINGOR�OBUCKINSTASS I SECTION
DRAWN: DWG NO, REV �iFs:�CORIDP CSN'
SCALG,E DATE 08-02545 B
NTS 12/09/2014 10 OF 11
L.ROBERTO LOMAS P.E. LOIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
_ _ 434-666-0609_ rllamas@Irlomaspe.com ._
r�
REVISIONS
2 3/16" 1 7/8" 1 3/8'f--- REV DESCRIPTION DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
2 3/16"
B REVISED GLASS 10/02/17 R.L.
13/16" 'T=� 2 3/16" 2 3/16"
J� 1 5/16" � ��
FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB 5/8"
CM-18501 CM-18503 CM-18553 CM-18513 1/8" ANN.
ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050"THICK
3/32 ANN.
2 5/16" --I 2 5/16" --I 2 5/16" --{ .090 PVB BY KURARAY
3/32" ANN.
2 3/16" EXTERIOR METAL REINFORCED
BUTYL SPACER
3 3/8" 2 13/1 3 3/4" J INTERIOR
2 5/16" 1/2" BITE SILICONE
L 12-ri� SEALANT
FLANGE FRAME SILL FINLESS FRAME SILL
SETTING BLOCK
CM-18502 CM-18554 FIN FRAME SILL FIN FRAME HEAD GLAZING DETAIL
ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.055"THICK CM-18509 CM-18508
ALUMINUM 6063-T5.055"THICK ALUMINUM 6063-T5.050"THICK
1 7/16" 2 3/8"
1 5/8" � � 1 1/8"
ffL-=�
2 5/16" 7 2 3/16"
E
7-
1 2„
L L
LOCK RAIDS 'ILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB
CM-18505 CM-18555 CM-18504 CM-18510
ALUMINUM 6063-T5.062"THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-75.055"THICK ALUMINUM 6063-75.050"THICK
SIGNED: 12/14/2017
L�r 1/8 y1 3/6" MI WINDOWS AND DOORS, LLC
I i
650 WEST
17030503707 ��`�\c'\GENS'�9,i�
1" 15/16" _� F
SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 5
ASH STILE 36" X 84"— LMI ;.ti J
GLAZING BEAD CM-18507 COMPONENTS ��, STAT OF
CM-18535 ALUMINUM 6063-T5.050"THICK DRAWN: J DWG NO. REV ��'OF•'°6OR1�Q;•\��
RIGIDPVC.050"THICK SCALE DATE 08 502545 B
NTS 12/09/2014 11 OF 11
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-688-0609_ rllcmasColrlomaspe.com - _
it
AAMA
(Validator/Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
MI Windows&Doors,LLC
P.O.Box 370
Gratz,PA 17030-0370
Attn: Rick Sawdey
This authorization is based on the successful completion of tests,and the reporting to the AAMA Validator of the results of the tests by an AAMA
Accredited Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATIONS
RECORD OF PRODUCT TESTED
AAMAIWDMA/CSA 101/I3.2/A440-08 AAMA 506
R-PG55*-914x2134(36x84)-H
COMPANY AND CODE Missile Level:D CPD SERIES MODEL& MAXIMUM SIZE TESTED
Rating:+55/-55,36x84 NO. PRODUCT DESCRIPTION
Wind Zone:3
Rating above conforms 185 SH(FLANGE) FRAME(mm) SASH(mm)
MI Windows&Doors,LLC to the requirements of: (AL)(O/X)(OG)
13292 '914 x 2134 876 x 914
Code:MTL ASTM E1886 (INS 0.090"PVB LAM GL) (3'0"x 7'0") (2'11"x 3'0")
and E1996 (ASTM)
Thi§Certification will expire October 17,2023(extended from October 17,2018 per AAMA 103-15)and requires validation until;then
by continued listing in the current AAMA Certified Products Directory.
Structural Test&Report By: Missile Impact Test&Report By:
Architectural Testing,Inc. Architectural Testing,Inc.
Report No: E1729.01-109-47 Report No: E1729.02-109-47
Date of Report: October 31, 2014(Revised January 6, 2015, Date of Report: October 31,2014(Revised January 6,2015,
&June 23,2016) &June 23,2016)
Evaluated for Certification: September 12,2018
A oci ted Laboratories,Inc.
i
Authorized for Certification`. September 12,2018
i
JGSJTS
T
ACP-04 (Rev.6/16)
American Architectural Manufacturers Association
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,NC 27023 Report No.: 513321 S
434-688-0609
rllomas@lrlomaspe.com
Manufacturer: MI Windows &Doors
650 West Market Street
Gratz,PA, 17030
Product Line: Series 185 Aluminum Single Hung Window 36'x 84"—Impact
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02545 revision B,prepared,signed and sealed by Luis Roberto Lomas P.E
2. Test report No.:E1729.01-109-47 signed and sealed by Michel D.Stremmel P.E.
Architectural Testing Inc.,York,PA
AAMANVDMA/CSA 101/1-S.2tA440-08.
Design pressure: ±60.1 5psf
Water penetration resistance 9.19psf
3. Test report No.: E1729.02-109-47 signed and sealed by Michel D.Stremmel P.E.
Architectural Testing Inc.,York,PA
ASTM It!886-05 and ASTM E1996-12
ASTM E1886/E1996 Large Missile Impact,Level D,Wind Zone 3
ASTM E18861 E1996 Cyclic Load Test,±55.Opsf design pressure
4. Anchor calculations,report number 513321-1, prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: ±55.Opsf
• Maximum unit size: 36"X 84"
• Units must be glazed per ASTM El 300-04/09,according with glazing details in approval drawing.
0 This product is not rated to be used in the HVHZ.
0 This product is impact resistant and does not require impact protection in wind bome debris regions.
0 Frame material to be Aluminum 6063-T5.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02545
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 11
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).
E
\01
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TATE OF
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ORID
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,IVAL \X,
I of I
Luis R.Lomas,P.EJ�
FL No.:62514
10/02/2017
k
T 6/13/21619 Florida Building Code Online (
` a y�.�.' ��� � +'�t' *"'. .t g i�r� '�--+� `'"""�*�& 3 :? e•,.�q� y,. s p�`�:ni� tI�l�L'. � r�
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FL14803- Revision, DLP INDUSTRIES,INC. Ryan J. Approved
R4 Ft�$FL148U3. King,P.E.
Histo Model:d.WINDSERT
ry Description:WINDSERT""an operational window insert utilizing a 6'8 Plastrpo 6555 767
"Impact"Outswing Single Door—available configurations(X)
Category:Exterior Doors
Subcategory:Swinging Exterior Door Assemblies
'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the PDC and/or the Commission If necessary.
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
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