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FL # FL17499-R3
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
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717)365-3300 Ext2560
bsitlinger@miwd.com
Brent Sitiinger
bsittinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
�F' Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Product Approval Method Method 1 Option A
File COPY
Date Submitted 01/15/2018
Date Validated 01/15/2018
Date Pending FBC Approval
httpsJ/floridabuilding.org[pr/pr app df.aspx?parem-irGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386zHJ4yNCXvbNDp/*2bogfcVXszYw`/*3d%3d
Year
2011
2008
2011
1/4
'Plorida Building Code Online
rage /- of s
EN
PA
FL* Model, Number or Name
17499.1 185 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +551-55
Other: R-PG55, Missile, Level D, Wind Zone 3. Glass to be
bedded in Pecora 896 sealant.
Description
52x72 Fin/Flange Frame IG/SG Impact Single Hung
Certification Agency Certificate
FL17499 R1 C CAC MI Windows - 185 SH (Fln) Imoact
(2).odf
FL17499 RI C CAC 'MI Windows - 185 SH (Fln) Impact
(3).pdf
FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact
2.d
FL17499 R1 C CAC MI Windows - 185 SH (Flan ec el Impact
(5).pdf
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17499 RI II 08-02544A.i)df
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513320A pdf
Created by Independent. Third Party: Yes
17499.2
185 SH
52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +601-60
Other: R-PG55
Certification Agency Certificate
FL17499 R1 C -CAC APC(13362)E1725.01-1091185
8).pd
SH(FLG waiver)5-SIG 1-8A 52 1-SX84 R60(10098).odf
FL17499 R1 C CAC MI Windows - 185 SH {Fin) (10) odf
FL17499 R1 C CAC MI Windows.- 185 SH (Fin (9) odf
FL17499 R1 C CAC MI Windows - 185 SH (Flange) (9).odf
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499 R1 II 08-02546A.pdF
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 Ri AE 513322A.pdf
Created by Independent Third Party: Yes
17499.3
185 SH
36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be
Certification Agency Certificate
FL17499 Rl C CAC MI Windows - 185 SH (Fin) Impact
(4).odf
FL17499 R1 C CAC MI Windows - 185 SH (Fin) Imoact (5)
Done.odf
FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact
(3).pdf
FL17499 R1 C CAC Mi Windows - 185 SH (Flange) Impact
bedded in Pecora 896 sealant.
(4).ndf
Quality Assurance Contract Expiration Date
10/17/2018
Installation instructions
F117499 R1 II 08-05545A.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513321A.pdf
Created by Independent Third Party: Yes
17499.4
185 SH
52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: R-PG60
Certification Agency Certificate
FL17499 R1 C CAC APC(13361)E1726 01-109-47-RO 185
SH(FLG waiver),Pdf
FL17499 RI C CAC MI Windows - 185 SH (Fin) (11).pdf
FL17499 RI C CAC MI Windows..- 185 SH (Fin) (12).pdf
FL17499 RI C CAC MI Windows.- 185 SH (Flange)
1( 0).pdf
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 R1 II 08-02549A.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RI AE 513327A.acif
Created by Independent Third Party: Yes
17499.5 185 SH 736.84 Fin/Flange Frame IG/SG Single Hung Laminated Glass f
http://floridabuildiniz.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BPhSOG... 9/7/2016
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 1S 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
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS,
6. WHERE IX 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.
B. 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=1.5 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 1S 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,
REVSYJNS
DESCRtPDON DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 1 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" 7APCONS 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 114TO 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
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 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=30KSI .048" THICK MINIMUM
I TABLE OF CONTENTS I
SHEET NO.1 DESCRIPTION
1 I NOTES
2 - 3 ELEVATIONS
5 - 8 INSTALLATION DETAILS
9 COMPONENTS & GLASS DETAILS
SIGNED: 0711212016
WINDOWS
MoIDOWEST aREDDbORS
tIL0ss
STREET
GRATZ, PA 17030-0370
=0s�
`\
\r,Epi61.
= *' 0y6a61 *�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"X7 LMI
NOTES
'BOO • ty`
F'A[ORIO�: •G\���
DRAYlN;
omD no,
08
Rti
A///sA
502E544
l'fpaNN\\
scaLE DATE
NTS 12/09/14 1 OF 9li
h
FF
HE
52" MAX FRAME WIDTH
2" MAX � 16" MAX O.C. 2" MAX 2" MAX
I
�
L
16"
MAX
O.C.
2"
/
AX
4ME
GHT
/
52" MAX FRAME WIDTH
16" MAX O.C. --{ 2" MAX
I
2" 13AX/
MAX
O.C.
72" �—
MAX
FRAME /
HEIGHT
186 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 ZONES
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".
In_ 1121 METALSWEEP LOCK AT8" FROM EACH END INTERIOR MEETING RAIL I
BALANCE AT JAMBS
REVISIONS
DESCRF17OH I DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 1 07/11/16 I R.L.
r14APT.41
Number of anchor locations required
Frame
Frame Width In
Height
1&00 1
24.00
30.00 1
36.00
4200 1
46.00
62.00
(in)
2400
Hood I
2 1
Jamb I
3
Head I
3 1
Jamb
3
Head
3
Jamb I
3
Head
1 3
Jamb
3
Head I
4
Jamb I
3
Hand
4
Jamb
3
Head I
4 1
Jamb
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
4200
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
6A00
2
5
3
5
3
5
3
5
4
5
4
5
4
5
60.00
2
6
3
5
3
5
3
5
4
5
4
5
4
5
6&00
2
5
3
5
3
5
3
5
4
5
4
5
4
5
72.00
1 2
5
3
6
3
6
3
6
4
8
4
6
4
6
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"X72"— LMI
FLANGE & FINLESS ELEVATIONS
DRAWN: DWG NO.
N.G. 1 08-02544
S—E NTS DATE 12/09/14 ISHEET2 OF 9
SIGNED: 0711212016 1
\IC)0
Z7�i//
p; STATE OF -MA
52" MAX FRAME WIDTH
2' MAX MAXOO.C. 2" MAX
10^MAX
O /
O.C.
72
MAX M
AX
FRAME FIR
HEIGHT / HE
52" MAX FRAME WlUTH
10"
2" MAX
MAX O.C.
2"�
O
/
10" MAX /
O.C. -r/
" -
II
AME /
IGHT
/
2" MAX
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 U2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING I IMPACT RATING
f55.OPSF LARGE
MlSSILElMPACT
MISSILELEVELD, WINDZONE3
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".
LOCK AT 8" FROM
CKLE BALANCE AT
NG
REVISIONS
DaMPTION I DATE APPROVEO
REVISED ANCHOR SPACING & CHARTS 1 07/11/16 IR.L.
CHART #2
Number of anchor locations required
h
Frame Width In)
18.00 2400 30.00 36.00 42.DO 48.00 62.00
H& S Jamb H& S Jamb H& S Jamb H& S Jamb H& S Jamb H& S Jamb H& S Jamb
3 3 3 3 4 3 5 3 5 3 6 3 8 3
3 4 3 4 4 4 54 5 4 8 4 6 4
6 3 5 4 5 65 6 5 6 5 3 5 3 5 4 5 6 5 55656 3 8 3 6 4 6 5 6 5 6 6 8 6 8
5LDO 3 6 3 6 4 6 5 e 5 6 8 8 8 6
80.00 3 7 3 7 4 7 5 7 5 7 8 7 8 7
88.00 3 8 3 8 4 8 6 8 5 6 8 8 8 8
7200 3 8 13 8 4 8 1 5 8 6 6 1 8 I8 8 8
SIGNED: 0711212016
MI WINDOWS AND DOORS ����s �R �I'CIp
650 GRATZ,S PA MARKET17030 50370T v \ •�O+E NS MgiP��
v F•
SERIES 185 ALUMINUM SINGLE HUNG WINDOW k•/� 0
52"X72"—LMI
FIN ELEVATIONS ��.p0•T(�TF,OF• DRAwN: srrG NO. REv j�Fs ��OR10P G��`�
N.G. 08O
scALE EE544
NTS DATE 12/09/14 3 OF 9
2" MAX
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 U2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING I IMPACT RATING
f55.OPSF LARGE
MlSSILElMPACT
MISSILELEVELD, WINDZONE3
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".
LOCK AT 8" FROM
CKLE BALANCE AT
NG
REVISIONS
DaMPTION I DATE APPROVEO
REVISED ANCHOR SPACING & CHARTS 1 07/11/16 IR.L.
CHART #2
Number of anchor locations required
h
Frame Width In)
18.00 2400 30.00 36.00 42.DO 48.00 62.00
H& S Jamb H& S Jamb H& S Jamb H& S Jamb H& S Jamb H& S Jamb H& S Jamb
3 3 3 3 4 3 5 3 5 3 6 3 8 3
3 4 3 4 4 4 54 5 4 8 4 6 4
6 3 5 4 5 65 6 5 6 5 3 5 3 5 4 5 6 5 55656 3 8 3 6 4 6 5 6 5 6 6 8 6 8
5LDO 3 6 3 6 4 6 5 e 5 6 8 8 8 6
80.00 3 7 3 7 4 7 5 7 5 7 8 7 8 7
88.00 3 8 3 8 4 8 6 8 5 6 8 8 8 8
7200 3 8 13 8 4 8 1 5 8 6 6 1 8 I8 8 8
SIGNED: 0711212016
MI WINDOWS AND DOORS ����s �R �I'CIp
650 GRATZ,S PA MARKET17030 50370T v \ •�O+E NS MgiP��
v F•
SERIES 185 ALUMINUM SINGLE HUNG WINDOW k•/� 0
52"X72"—LMI
FIN ELEVATIONS ��.p0•T(�TF,OF• DRAwN: srrG NO. REv j�Fs ��OR10P G��`�
N.G. 08O
scALE EE544
NTS DATE 12/09/14 3 OF 9
SIGNED: 0711212016
MI WINDOWS AND DOORS ����s �R �I'CIp
650 GRATZ,S PA MARKET17030 50370T v \ •�O+E NS MgiP��
v F•
SERIES 185 ALUMINUM SINGLE HUNG WINDOW k•/� 0
52"X72"—LMI
FIN ELEVATIONS ��.p0•T(�TF,OF• DRAwN: srrG NO. REv j�Fs ��OR10P G��`�
N.G. 08O
scALE EE544
NTS DATE 12/09/14 3 OF 9
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.
EMBEDMENT
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
SEALANT
1/4" MAY.. BACKER ROD
SHIM SPACE & APPROVED
SEALANT
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER'AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITHASTM E2112
M ETA
STRUCTUF
BY OTHER
3/4" MIN
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
REVISIONS
REV DESCRIPTION DATE APPROVED
A I REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
J 1 /22" INTERIOR
MIN
EDGE
DISTANCE
OR
# 10 WOOD � I
SCREW
#10 SMS
SELF DRILLING
WOOD FRAMING
SCREW
OR 2X BUCK
EXTERIOR
BACKER ROD
BY OTHERS
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
INTERIOR
1/4" MAX.
SHIM SPACE
#10 SMS OR
INTERIOR
SELF DRILLING
SCREWS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
MIN. -
SILL TO BE SET EDGE
IN A BED OF DISTANCE
APPROVED
STRUCTURAL �- EXTERIOR
SEALANT METAL
STRUCTURE BACKER ROD
1/4" MAX. BY OTHERS & APPROVED
SHIM SPACE SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED, 0711212016
M650IWEST MARKET D DOORS ````\J\5���;EIL/0 9�Z-
i
GRATZ, PA 17030-0370 = v,•\\� NSF•,cP ,S-
SERIES 185 ALUMINUM SINGLE HUNG WINDOW=*4"TaAl
0611/�' *=
52" X72AT LMI /�W,FLANGEINSTALLATION DETAILS �g1OF�.•�tt�`
DRAWN. DWG NO. REv
DATE DBS02E544 A /�iS/ONALISCALE
NTS 12/09/14 4 OF 9
2 1/ MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS ° "d d
d' °, •° °
d
OPTIONAL 1 X BUCK ° " e • e ° . ad' 1 1 /4" MIN.
SEE NOTES 3 — 7 d EMBEDMENT
SHEET 1
1 /4" MAX.
BACKER ROD SHIM SPACE
& APPROVED
SEALANT
3/16" TAPCON
EXTERIOR INTERIOR
r
SILL TO BE SET
IN A BED OF
BACKER ROD
APPROVED
& APPROVED
STRUCTURAL
SEALANT
SEALANT
OPTIONAL IX BUCK
1/4" MAX.
SEE NOTE 3 — 7
SHIM SPACE
SHEET I
CONCRETE/MASONRY
BY OTHERS
° • 4
e a
VERTICAL CROSS SECTION
CONCRETEIMASONRY INSTALLATION
1 1 /4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS ,
.o
0
e
0 oq,
3/16" TAPCON
a �
2 1/2" "
MIN.
EDGE a
DISTANCE
REVISIONS
DESCMPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L.
1 /4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
OPTIONAL IX BUCK J SEALANT
SEE NOTES 3 — 7
SHEET 1 JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"X72"— LMI
FLANGE INSTALLATION DETAILS
ORMVIN: DW'G NO.
N.G. 08-02544
SCALE NTS DAB 12/09/14 S""5 OF 9
SIGNED: 0711212016
vJ•�\GEM.p�,gip���G
? *• o,.fi1261 •,t
i .o•. �(0R10P. ���
0..
1/2" MIN
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
METAL
STRUCTURE
BY OTHERS
3/4" MIN
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
BACKER ROD -�
1/4.. MAX
--r
& APPROVED
SHIM SPACE
APPROVED
SEALANT
SEALANT
#10 WOOD SCREW
EXTERIOR
#10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR
LII
INTERIOR
BACKER ROD.
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
BACKER ROE
1/4" MAX. & APPROVEE
SHIM SPACE SEALANT
r
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
REVISIONS.
REV
DESCRIPTION
I DATE
APPROVED
A
REVISED ANCHOR SPACING & CHARTS
1 07/11/2016
R.L.
1 1/4" MIN. 1/4" MAX,
EMBEDMENT SHIM SPACE
I INTERIOR
1/2„
MIN
EDGE
DISTANCE
#10 WOOD
SCREW EXTERIOR
WOOD FRAMING
OR 2X BUCK BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
J 1/4" MAX,
_ll
SHIM SPACE
10 SMS OR INTERIOR
SELF DRILLING
SCREWS
3/4"
MIN.
EDGE
DISTANCE EXTERIOR
1
METAL BACKER ROD
STRUCTURE & APPROVED
BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0711212016
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2 1 /2" MIN.
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OPTIONAL 1X BUCK a °' EMBEDMENT
SEE NOTES 3 — 7 —7 1 1/4" MIN.
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0
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v
& APPROVED
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0
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"
a
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REVISIONS
DESCRIPTION OAiE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/20161 R.L.
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2• PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"X72"— LMI
FINLESS INSTALLATION DETAILS
DRAWN: DWG NO.
N.G. 08-02544
SCALE NTS OAT' 12/09/14 1 SHEET OF 9
SIGNED: 0711212016
e
#8 WOOD
SCREW
7/ 16" Mit
EDGE DISTAL,
WOOD
FRAMING
BY OTHERS
1 /4" MAX.
L SHIM SPACE
f
WOOD FRAMING r 1/4 MAX
BY OTHERS I SHIM SPACE
REVISIONS
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 1 07/11/20161 R.L
INTERIOR
MIN.
EXTERIOR
EMBEDMENT
INTERIOR
�—
#8 WOOD
cc
SCREW
L=
12.
7/16" MIN
EDGE DISTANCE
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1 /4" MAX
NOTES.,
SHIM SPACE
1.INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY,
-�
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
7/16" MIN
DESIGNED DESIGNED IN ACCORDANCE WITH ASTM E2112
EDGE DISTANCE /
#8 WOOD —//
WOOD
SIGNED: 0711212016
SCREW
FRAMING
EMBEDMENT BY OTHERS DMENT
MI WINDOWS AND DOORS
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NTS 12/09/14 8 OF 9
REVISIONS
2 3/16" 1 7/8" 1 318REV OESCRIPTION DATE APPROVED
2 3/16" A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L
�
13/16" 2 3/16" 2 3/16" � 1 5/16"
1 5/B"
FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB
CM-18501 CM•18503 CM-18553 CM-18513 1/B" ANN. 1/8" ANN.
ALUMINUM6063-T5.050"THICK ALUMINUM 6063-T5,050'THICK ALUMINUM 6063-TS .050'THICK ALUMINUM 6063-T5.050'THICK
1/8" ANN.
2 5/16" — I 2 5/16" --+ 2 5/16" —I .090 PVB BY KURARAY
METAL REINFORCED
BUTYL SPACER
2 3/l6" �{ E*BITE
ERIOR
3 3/8" 2 13/1 ' 3 3/4" 1/2SILICONE
SEALANT
t�TR=� L 2 'S/T6"SETTING BLOC
FLANGE FRAME SILL FINLESS FRAME SILL � GLAZING DETAIL A
CM-18502 CM-18554 FIN FRAME SILL FIN FRAME HEAD
ALUMINUM 6063-T5.055'THICK ALUMINUM6063-T5.055"THICK CM-18508
CM48509 ALUMINUM 6063-T5.050"THICK
ALUMINUM 6063-T5.055"THICK 3/8"
1 7/16" 2 3/8" 1/8" ANN
1 5/8" 1 1/8.. 090 PVB BY KURARAY
'7ff
2 5/16" 1/8" ANN.
2 3/16 EXTERIOR
INTERIOR
L 1/2' BITE SILICONE
SEALANT
LOCKRAIL/STILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB T —
CM-18505 CM-18555 CM48504 CM-18510
ALUMINUM 6063-T5.062" THICK ALUMINUM 6063-T5.050' THICK ALUMINUM 6063-75.055' THICK ALUMINUM 6063-T5.050'THICK SETTING BLOCK
GLAZING DETAIL B
7/16" 1 3/8'
1— 1 15/16 SIGNED:07/12/2016
1" 15/16"
MI WINDOWS AND DOORS It.. L'o��,,��
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CM-18535 CM-18521 CM-18507 SERIES 185 ALUMINUM SINGLE HUNG WINDOW ?*• ,��('�o
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COMPONENTS =y�L[W7T,�•4
*o�zRIGID PVC .050'THICK RIGIDPVC.050°THICK 6
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SCALE OATS SHEEP �,/1
NTS 12/09/14 9 OF 9