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> Aoollation tJst > Application Detail
FL17499-R2
Revision
2017
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
D
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext2560
bsitlinger@miwd.com
Brent Sltlinger
bsitlinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
66 Validation Checklist - Hardcopy Received
Standard Year
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Method 1 Option A
12/13/2017
12/29/2017
01/08/2018 /
1vjQlz6BPhSOG%2P386zHTJXJ5gKe1Ed2PIBGx '/.3d ` d 1/3
1/18/2018
Florida Building Code Online
Date Revised
Summary of Products
01/15/2018
I
L #
Model, Number
or Name
Description
17499.1
185 SH
52x72 Fin/Flange Frame IG/SG Impact Single Hung
ttinfltg�o-f Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R2 C CAC MI Windows - 185 SH (Fin) Impact
Approved for use outside HVHZ: YE
s
(2).pdf
Impact Resistant: Yes
FL17499 R2 C CAC MI Windows - 185 SH (Fin) Impact
(3).Ddf
Design Pressure: +55/-55
Other: R-PG55, Missile Level D, Wind
Zone 3. Glass to be
FL17499 R2 C CAC MI Windows - 185 SH fFlanae) Impact
(2).0f
bedded in Pecora 896 sealant.
FL17499 R2 C CAC MI Windows - 185 SH (Flanae) Impact
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17499 R2 II 08-025448-1,ndf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R2 AE 513320B-1.Ddf
Created by Independent Third Party: Yes
17499.2
185 SH
52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R2 C CAC APC(13362)EI725.01-109-47-RO 185
SH(FLG waiver)5-BIG 1-BA 52 1-BX84 R60(100918).odf
Approved for use outside HVHZ: Y
s
Impact Resistant: No
FL17499 R2 C CAC MI Windows - 185 SH (Fin) (10).Ddf
FL17499 R2 C CAC MI Windows - 185 SH (Fin) (9).Ddf
Design Pressure: +60/-60
FL17499 R2 C CAC MI Windows - 185 SH (Flange) (9).Ddf
Other: R-PG60
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499 R2 II 08-025468-2.0
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R2 AE 513322E-2.Ddf
Created by Independent Third Party: Yes
17499.3
185 SH
36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R2 C CAC MI Windows - 185 SH (Fin) Impact
Approved for use outside HVHZ: Nes
(4).Ddf
Impact Resistant: Yes
FL17499 R2 C CAC MI Windows - 185 SH (Fin) Impact (5)
Done.Ddf
Design Pressure: +55/-55
Other: R-PG55*, Missile Level D, Wind
Zone 3. Glass to be
FL17499 R2 C CAC MI Windows - 185 SH (Flange) Impact
(3).DdP
bedded In Pecora 896 sealant.
FL17499 R2 C CAC MI Windows - 185 SH (Flange) Impact
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R2 II 08-025458.0 '
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R2 AE 513321B-3.pdf
Created by Independent Third Party: Yes
17499.4
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 R2 C CAC APC(133611E1726,01-109-47-RO 185
SH(FLG waiver).pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FI-17499 R2 C CAC MI Windows - 185 SH (Fin) (11).odf
FL17499 R2 C CAC MI Windows - 185 SH (Fin) (121.odf
Design Pressure: +60/-60
FL17499 R2 C CAC MI Windows - 185 SH (Flange) (10).Pdf
Other: R-PG60
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 R2 II 08-025498.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R2 AE 5133278-4.pdf
Created by Independent Third Party: Yes
hfpslAvww.floddabuilding.org/pr/pr app dU.aspx7param=wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386zHTJXJSgKel Edr2PiBGxepg%3d%3d 2/3
1/18/2018
Florida Building Code Online
17499.5 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R2 C CAC APC(13363)E1729 01-109-47-RO 185
Approved for use outside HVHZ: Jes SH (FLG waiver).Ddf
Impact Resistant: No FL17499 R2 C CAC MI Windows - 185 SH (Fin) (13).Ddf
Design Pressure: +60/-60 FL17499 R2 C CAC MI Windows-- 185 SH (Fin) (14) Ddf
Other: R-PG60* FL17499 R2 C CAC MI Windows - 185 SH (Flange) (11).Ddf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R2 II 08-02550B.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R2 AE 513328E-5.Ddf
Created by Independent Third Party: Yes
17499.6
185 Triple
SH
111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame
IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 R2 C CAC MI Windows - 185 SH Triple (Fin) (3).Ddf
FL17499 R2 C CAC MI Windows - 185 SH Triple (Fin) (4).Ddf
Approved for use outside HVHZ:
Yes
FL17499 R2 C CAC MI Windows - 185 SH Triple (Flange)
Impact Resistant: No
(3).Ddf
Design Pressure: +50/-50
Other: R PG50*
FL17499 R2 C CAC MI Windows - 185 SH Triole (Flange)
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R2 II 08-02548B.Ddf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R2 AE 5133248-6.Ddf
Created by Independent Third Party: Yes
17499.7 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame
IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R2 C CAC MI Windows - 185 SH Twin (Fin) (3).Ddf
Approved for use outside HVHZ Yes FL17499 R2 C CAC MI Windows - 185 SH TNin (Fin) (4).odf
Impact Resistant: No FL17499 R2 C GAG MI Windows - 185 SH Twin (Flange)
Design Pressure: +45/-45 (3).Ddf
Other: R-PG45 FL17499 R2 C CAC MI Windows - 185 SH Twin (Flange)
(4).Ddf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R2 II 08-02547E-7.Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R2 AE 513323B-7.odf
Created by Independent Third Party: Yes
Back Y i_-
Contact Us :: 26DI Blair Stone Road, 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 e-mail address released In response to a public -records request, do not send electronic
mail 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 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 click b-qm_,..
Product Approval Accepts:
�` Q fChxl:
Credit Card
Safe
httpsJ/www.loddabuilding.org/pr/pr app dti.aspx7param=wGEVXQwtDgtCUGgvjQiz6BPhSOG*/*2i386zHTJXJSgKelEdr2PIBGxepg%3d%3d 3/3
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURERS PUBLISHED -INSTALLATION -INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 9 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED
A I REVISED ANCHOR SPACING & CHARTS 107/11/16 I R.L. '
B REVISED GLAZING 09/29/17 R.L.
15. FOR ANCHORING THROUGH FRAME 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.
16.FOR ANCHORING THROUGH FRAME 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.
17.FOR ANCHORING THROUGH FRAME 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.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063-T5 FU=3OKSI .048" THICK MINIMUM
I TABLE OF CONTENTS 1
SHEET NO.I DESCRIPTION
1 1 NOTES
2 - 3 I ELEVATIONS
5 - 8 INSTALLATION DETAILS
SIGNED. 1010212017
MI WINDOWS ANDDOORS, LLC
650ETSTT
\`\1RIiL/o
v\5�
9s���
GRATZ, PA 17030-0370
•��GENSF
=*• 0yg 51/X
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"x72" IMPACT
,*=
NOTES
^�o`• 3TATEE OF
.5"
i�'�FS'�[pR10Q:
DRAWN:
DWG NO,
REv
N.G.
08-022544
B
i/4MONAj1E�\\`�
Luis R. Lomas P.E.
FL No.: 62514
DATE
NTS 12/09/14 1 sHEEI 1 OF 9
L ROBERTO LOMAS P.E
1492 WOODFORD RD LEWISVILLE, AFG27023
434669-0609 Nomas@MomaW.com
52" MAX FRAME WIDTH
2" MAX 16" MAX O.C. —{ 2" MAX 2" MAX
/ 2"
16"
MAX / MAX
O.C. / O.C.
72" T— / 72" T
MAX MAX
FRAME FRAME
52" MAX FRAME WIDTH
16" MAX O.C. 2" MAX
HEIGHT / HEIGHT /
X
/
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FLANGE & FINLESS INSTALLATION
SEE CHART #1 FOR SMALLER UNITS REQUIREDANCHORS
/
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FLANGE& FINLESS INSTALLATION
SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING
IMPACT RATING
f55.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WINU ZUNE 3
NOTES:
1. MAXIMUM SASH SIZE: 51" X 36".
2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2".
3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2".
14.1(2) METAL SWEEP LOCK AT Ir FROM EACH END INTERIOR MEEIIry
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
8 REVISED GLAZING 09/29/17 R.L.
!rIl/►:ill
Number of anchor locations required
Frame
Frame
Width n
Height
18.00
24.00
30.00
36.00
42.00
48.00
5ZOO
on)
Head
Jamb
Head
Jamb
Head
Jamb
Hand
Jamb
Head
Jamb
Hoad
Jamb
Head
Jamb
24.00
2
3
3
3
3
3
3
3
4
3
4
3
4
3
30.00
2
3
3
3
3
3
3
3
4
3
4
3
4
3
36.00
2
3
3
3
3
3
3
3
4
3
4
3
4
3
42.00
2
4
3
4
3
4
3
4
4
4
4
4
4
4
48.00
2
4
3
4
3
4
3
4
4
4
4
4
4
4
54.00
2
5
3
5
3
5
3
5
4
5
4
5
4
5
60.00
2
5
3
5
3
5
3
5
4
5
4
5
4
5
6&00
2
1 5
1 3
5
3
5
3
5
4
5
4
54
5
72,00
2
6
3
8
3
6
3
6
4
6
1 4
1 6
4
6
SIGNED: 1010212017
MI AND DOOREET LLC11R111L10
650DOWESS MARKET
x
GRATZ, PA 17030-0370
`�v,•��GENSF,s��
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
_ *• 0 5 k
52"x72" IMPACT
FLANGE &FINLESS ELEVATIONS
-�D • TAT OF tV
I�O'C�s �C 0Rl0Q.
DRAWN:
DWG N0,
REV
OS-02924
e
��S'ONAL1EN
SCALE NITS DATE12/09/14 1 SHEET OF 9
L ROBERTO LOMAS P.E.
Luis R. Lomas P.E.
I,M MODFORD RD LEWISVILLE, NO27023
FL No.: 62514
4V-M"609 Nomas@hbmaspe.com
I
FI
HI
52" MAX FRAME WIDTH
2" MAX
MAX O.C.
� � 10
10" MAX
O
/�
O.C.
IAX T
IAX
AME
IGHT
A
/
— 2" MA)
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FlN INSTALLATION
SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS
I
Fi
Hi
52" MAX FRAME WIDTH
2" MAX
1.
10
MAX O.C.
10" MAX
O
/
O.C.
IAX
AME
III GHT
/
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
— 2" MAX B REVISED GLAZING 09/29/17 1 R.L.
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FIN INSTALLATION
SEE CHART#2 FOR SMALLER UNITS REQUIREDANCHORS
DESIGN PRESSURER477NG
IMPACT RATING
155.017SF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, W/NDZONE 3
NOTES:
1. MAXIMUM SASH SIZE: 51" X 36".
2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2".
3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2".
AND
CHART #2
Number of anchor locations required
Frame
Frame Width an
Haight
on)
18.00
H d S
Jamb
TA00
H d S
Jamb
1 30.00
H d S
Jamb
3&Do
H d S
Jamb
4200
H 6 S
Jamb
48.00
H 6 S
Jamb
52.00
H 6 S
Jamb
24.00
3
3
3
3
4
3
5
3
5
3
8
1 3
6
3
20.00
3
4
3
4
4
4
5
4
5
4
6
1 4
6
4
3&00
3
5
3
5
4
5
5
5
5
5
6
S
6
5
420D
3
5
3
5
4
5
5
5
5
5
81
5
8
5
48.00
3
6
3
6
4
6
5
6
5
6
8
8
6
8
00
3
B
3
8
4
6
5
6
5
6
8
8
8
8
ME
3
7
3
7
7—
—5—
8&00
3
6
1 3
8
4
8
5
6
5
6
8
8
8
8
7200
3
6
3
e
4
8
5
6
1 5
6
8
8
8
8
SIGNED: 1010212017
MI D
LLC►REIL/oWEST
ssoWINDOWS MN EDOOR E,T
NS�•.sf+
GRATZ, PA 17030-0370
` �,••�VC
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
_>fr• 51 �=
IMPACT
FIN ELEVATIONS
FIN52"EL"
��o , OF
TAT E
DRAWN:
Owc No.
�OR10P -RF'N.G
08s022544
DATE
NTS 12/09/14 3 OF 9
I
L ROBERTO LOMAS P.E.
14V WOODFORD RD LEMSVILL& NO270M
Luis R. Lomas P.E.
FL No.: 62514
494-689-0609 dbmw@Irkamwe.com
'
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN
EDGE DISTANCE
1 1/4" MIN.
�MENT
1/4" MAX.
SHIM SPACE
#10 WOOD SCREW
INTERIOR
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXTERIOR
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD
SEALANT
& APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
META
STRUCTUR
BY OTHER
VERTICAL CROSS SECTION
WOOD FRAMING OR 2KBUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJO/NTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WLTHASTM E2112
1/2" MIN
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
INTERIOR
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
REVISIONS
REV
DESCRP'nON
DATE
APPROVED
A
REVISED ANCHOR SPACING & CHARTS
07/11/16
R.L.
B
REVISED GLAZING
09/29/17
R.L.
1 1/4" MIN.
1/4" MAX.
EMBEDMENT
SHIM SPACE
11
MIN
EDGE
INTERIOR
DISTANCE
#10 WOOD
SCREW
WOOD FRAMING
EXTERIOR
OR 2X BUCK
BACKER ROD
BY OTHERS
& APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
#10 SMS OR INTERIOR
SELF DRILUNG
SCREWS
SILL TO BE SET
172"
f C�
IN A BED OF
MIN.
APPROVED
EDGE
STRUCTURAL
DISTANCE
SEALANT
1/4" MAX.
EXTERIOR
METAL
SHIM SPACE
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED. 1010212017
MI WINDOWS AND DOORS, LLC
��111111►//A�,/
650 WEST MARKET STREET
R L p�
GRATZ, PA 17030-0370
�`\y •��GENB�'9s�i�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
=*•
52"x72" IMPACT'
rO'F
INSTALLATION DETAILS
SiFLANGE
�� TAT tv
��'cF•'cC0R10Q'
DRAWN:
DWG No.
08
ssjONA`10aG`X�
S"EEr44 OF 9
SCALE NTS DATE 12/09/14
I
L ROBERTO LOMAS RE
Luis R. Lomas P.E.
1432 KWDFORD RD LEMSVILLF, NC27023
FL No.62514
'
494-6m.0809 n7onw@ftmwpam
'
2 1/2" MIN.
REVISIONS
EDGE DISTANCE
REV
DESCRIPnoN
DATE
APPROVED
CONCRETE/MASONRY
o
A
REVISED ANCHOR SPACING & CHARTS
07/11/16
R.L.
BY OTHERS
• a <
4.
B
REVISED GLAZING
09/29/17
R.L.
OPTIONAL 1X BUCK
• `•
a
° •°' a:
1 1/4" MIN.
SEE NOTES 3 — 7
EMBEDMENT
1 1/4" MIN. 1/4" MAX.
SHEET 1
EMBEDMENT
SHIM SPACE
`
CONCRETE/MASONRY
1/4" MAX. j
BY OTHERS
s
BACKER ROD
SHIM SPACE
o
& APPROVED
v
SEALANT
0
3/16" TAPCON
3/16" TAPCON
oa "
INTERIOR
e ' ' `;
INTERIOR
2N.
a
MIN.
o o
EDGE
a
DISTANCE
°
EXTERIOR
EXTERIOR
BACKER ROD
& APPROVED
OPTIONAL 1X BUCK SEALANT
SEE NOTES 3 — 7
SHEET 1 JAMB INSTALLATION DETAIL
CONCRET FIMASONRY INSTALLAT ION
SILL TO BE SET
IN A BED OF
BACKER ROD
B
APPROVED
NOTES:
& APPROVED
STRUCTURAL
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
SEALANT
SEALANT
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OPTIONAL 1X BUCK
1/4" MAX.
DESIGNED INACCORDANCEW/IHASTME2112
SIGNED: 1010212017
SEE NOTE 3 — 7
SHIM SPACE
SHEET 1
MI WINDOWS AND DOORS, LLC
r
MARKET170
`��II►►1111I/I
CONCRETE/MASONRY
50
6GRATZ,S PA 0 0370T
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BY OTHERS
° ° •° 4
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—*• 0 5 *�
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52"x72" IMPACT
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08
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VERTICAL CROSS SECTION
sM NTS DATE 12/09/14 SHEE754 OF 9
CONCRET FJMASONRY INSTALLATION
L ROBERio LOMAB P.E
Luis R. Lomas P.E.
1432 WOODFORD RD LEWISWL.LF, NO2=
FL No.: 62514
434-BBB-0609 dbMw@hl0Mwpe•Omo
•
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
1/2" MIN
EDGE DISTANCE
1 /4" MAX.
HIM SPACE
EXTERIOR / I I III
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
#10 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1 /4" MAX.
SHIM SPACE
F
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLATION
NOTES.
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED INACCORDANCE WITHASTM E2112
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
STRUCTURE
BY OTHERS
1/2" MIN
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
INTERIOR #10 SMS OR
SELF DRILLING
SCREW
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1 /4" MAX.
SHIM SPACE
RENSIONS
REV DESCWPDON DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
8 REVISED GLAZING 09/29/17 R.L.
1 1 /4" MIN. 1/4 " MAX.
EMBEDMENT SHIM SPACE
1
1/2"
MIN
EDGE INTERIOR
DISTANCE
#10 WOOD
SCREWLA t
WOOD FRAMING EXTERIOR
OR 2X BUCK
—BY—OTHERS— BACKER ROD
APPROVE
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1 /4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING:*B�Alc��KE��RR�OD
INTERIOR
~
SCREWS
1/2"
MIN.
EDGE
DISTANCE
EXTERIOR
METAL & APOED
STRUCTURE SEALANT
BY OTHERS JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED:1010212017
MI WINDOWS AND DOORS, LLC
II IIRLOF1//
650MARKET STREET
GRATZ, PA 17030-0370
` J,\5�
ENS',/
9,p
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
_*• 0 5 *=
52"STAL IMPACT
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FINLESS INSTALLATION DETAILS
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.:; • TAT OF
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DRAWN:
Dwc no.
REV
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a
///�S�pNA'I�N����
scALE DATE
NTS 12/09/14 6 OF 9
L. ROBERTO LOMAS P.E.
Luis R. Lomas P.E.
1422 WOODFORD RD LEWISVILLE, NC27023
FL No.: 62514
434i86-0609 n7omas@klomwpe.com
'
REVISIONS
2 1/2" MIN.
REV DESCWPOON
DATE APPROVED
EDGE DISTANCE
A REVISED ANCHOR SPACING & CHARTS
07/11/16 R.L.
CONCRETE/MASONRY
..
B REVISED GLAZING
09/29/17 R.L.
BY OTHERS
. G ..°
°
• 'a. 1 1/4" MIN.
•.
1 1 4" MIN.
/
OPTIONAL IX BUCK
° < . 4' EMBEDMENT
EMBEDMENT
SEE NOTES 3 - 7
SHEET 1
CONCRETE/MASONRY
`
BY OTHERS OPTIONAL 1X BUCK
1/4" MAX. j
o SEE NOTES 3 — 7
SHEET 1
BACKER ROD
SHIM SPACE
Sc APPROVED
SEALANT
3/16" TAPCON 1/4" MAX.
3/16" TAPCON
SHIM SPACE
-
INTERIOR
o
a INTERIOR
=• —
2 1/2" �. • ' .
EDGE
DISTANCE
I ° EXTERIOR
J�
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRET FJMASONRY INSTALLATION
SILL TO BE SET
IN A BED OF
BACKER ROD
APPROVED
NOTES:
& APPROVED
STRUCTURAL
1. INTERIOR AND EXTERIOR KNISHES, BY OTHERS,
SEALANT
SEALANT
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OPTIONAL 1X BUCK
1/4" MAX.
DESIGNED INACCORDANCE VMASTME2112
SIGNED: 1010212017
SEE NOTE 3 - 7
SHIM SPACE
SHEET 1
_�
MI WINDOWS AND DOORS, LLC
,,
R• Lp�i��;0
CONCRETE/MASONRY
650 GRATZ,SPA 17030 MRKET50370T
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BY OTHERS
4 ° e 4
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
=*• D51
a` °•• �a
52 IMPACT
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• a 4
•
FINLESS INSTALLATION DETAILS
TA F -&'
4'
DRAWN: DWG No. REV
%O��s ��0R1�Q' G
N.G. B
08 SH�
ii��SioNA 1 `Et``�\-
VERTICAL CROSS SECTION
DATE 7
NTS 1 4 7 OF 9
CONCRETFJMASONRYINSTALLATION
L ROBER
L Ro9ERro toAus P.E.
Luis R. Lomas P.E.
1432MVDF0RDRDLEW/SWLMNG27023
FL No.: 62514
434MB-0609 dbmas@hbmaspeaom
APPROVED
SEALANT
BEHIND FIN
I
7/16" MIN
EDGE DISTANCE
EXTERIOR
7/16" MIN
EDGE DISTANCE
APPROVED
SEALANT
BEHIND FIN
1 1/4" MIN.
EMBEDMENT
#8 WOOD SCREW
�mo�umuv �
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLAZING 09/29/17 R.L.
WOOD FRAMING �{ 1/4" MAX
BY OTHERS I r SHIM SPACE
#5 WOOD SCREW
—_1_1-/4_ _ I INTERIOR
MIN.
EMBEDMENT
APPROVED
SEALANT
BEHIND FIN
7/16" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
1/4" MAX
NOT SHOWN FOR CLARITY.
SHIM SPACE
2. PERIMETER ANDJOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
WOOD
FRAMING
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
BY OTHERS
52"x72" IMPACT
FIN INSTALLATION DETAILS
DRAWN: DWG NO.
N.G. 1 08-02544
SCALE NTS JDATE 12/09/14 1 SHEET OF 9
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO27029
434-08-0609 dbmas@hbmaspe wM
SIGNED: 1010212017
iLq��i
r, •*\G E NSF ,cp
*• 0, 6R51 ••��
T((AATllccE OF ;
i0 • -Z
'�'PF•'c�pR10P• ��'��
Luis R. Lomas P.E.
FL No.: 62514
a,
2 3/16" 1 7/8" 1 3/81--
r2 3/16" .{
—][
13/16" 2 3/16" -�j I 2 3/16"
1 SI/16" 1
FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB
CM-18601 CM-18503 CM-1850 CM-18613
ALUMINUM 6063-73.050" THICK ALUMINUM6063-T5.050'THICK ALUMINUM6063-T5.050'THICK ALUMINUM6063-T5.050'THICK
2 5/16" —j 2 5/16" —I 2 5/16" --I
2 3/16"
8" 2 13I/1 E 3 3/4"
L 2 5/16"
FLANGE FRAME SILL FINLESS FRAME SILL
CM-18602 CM-16554 FIN FRAME HEAD
ALUMINUM6063-T5.055'THICK ALUMINUM6063-T5.055'THICK FIN FRAME SILL
CM-18509 CM-18508
ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-T5.050'THICK
1 5/8"
1 7/16" 1 1/8" 2 3/8„
-�{ � �
2 5/16" 2 T---
1 EFF
2"
L
LOCK RAIL/STILE 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-T5.055'THICK ALUMINUM 6063-T3.050'THICK
1,8..
1 1 1 3,8„
GLAZING BEAD
SASH STILE
CM-18535
CM-18507
RIGID PVC .050•THICK
ALUMINUM 6063-75.060' THICK
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLAZING 09/29/17 R.L.
5/8"
1/8" ANN. 1/8" ANN.
1/8" ANN.
.090 PVB BY KURARAY
METAL REINFORCED
BUTYL SPACER
I
EXTERIOR
INTERIOR
1/2" BITE SILICONE
SEALANT
SETTING BLOCK
GLAZING DETAIL
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"x72" IMPACT
COMPONENTS
DRAWN: DWG NO.
N.G. 08-02544
SCALE NTS JDATE 12/09/14 1 SHEEI9 OF 9
L ROBERTO LOMAS F.E.
1432 WOODFORD RD LEWISVILLI~ NC2M29
434-68"609 dbmaS@WmasPB.cnm
SIGNED: 1010212017
``\\``5 R I IL I%���ii
v •��C E Ng
0,51
TAT OF
OF
0RI'D *17, �
Luis R. Lomas P.E.
FL No.: 62514
9
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