HomeMy WebLinkAboutPRODUCT APPROVAL WINDOWS SINGLE HUNG4/1812017 F
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https:/Avww.floridabuilding.org/pr/pr_appjtl.aspx?para
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FL17499-R1 ado wD � O Lo
Revision �j ) -
2014 0� 1 �i��l'u%OCj
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miw.d.com
Brent Sitlinger
bsitlinger@miwd:cdm
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M, Urich, PE
Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
07/19/2016
08/05/2016
08/05/2016 # `
'At/lf
Year
2008
2008
®py
1/3
Y ,
4/18/2017
Building Code Online
Summary of Products
FL # Model, Number or No me Description
17499 1� 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung
�L'imits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 RI C CAC MI Windows - 185 SH (Fln) Impact
Approved for use outside HVHZ: Yes (2).pdf
Impact Resistant: Yes FL17499 Ri C CAC MI Windows - 185 SH (Fln) Impact
Design Pressure: +55/-55 (3).pdf
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 Rl C CAC MI Windows - 185 SH (Flange) Impact
bedded in Pecora 896 sealant. (2).ndf
FL17499 R1 C CAC MI Windows - 185 SH (Flanoe) Impact
(5).Ddf
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17499 R1 II 08-02544A.pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513320A.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 R1 C CAC APC(13362)E1725.01-109-47-RO 185
SH(FLG waiver)5-BIG 1-8A 52 1-8X84 R60(100918).pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 RI C CAC MI Windows - 185 SH (Fln) (10).pdf
FL17499 R1 C CAC MI Windows - 185 SH (Fln) (9).odf
Design Pressure: +60/-60
FL17499 R1 C CAC MI Windows - 185 SH (Flanae) (9).Ddf
Other: R-PG55
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499 RI II 08-02546A.pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 111 AE 513322A.Ddf
Created by Independent Third Party: Yes
17499.3
185 SH I
36x84 Fln/Flange Frame IG/SG Impact Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17499 RS C CAC MI Windows - 185 SH (Fln) Impact
(4).pdf
Impact Resistant: Yes
Design Pressure: +55/-55
FL17499 Rl C CAC MI Windows - 185 SH (Fln) Impact (55)
Do e
Other: R-PGSS*, Missile Level D, Wind Zo a 3. Glass to be
bedded in Pecora 896 sealant.
FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact
3 . df
FL17499 R1 C CAC MI Windows - 185 SH (Flange) Imoact
(4).odf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R1 II 08-02545A,p_df
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513321A.Ddf
Created by Independent Third Party: Yes
17499.4 1185 SH I 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R1 C CAC APC(13361)E1726.01-109-47-RO 185
Approved for use outside HVHZ: Yes SH(FLG walver).Ddf
Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fln) (11),ndf
Design Pressure: +60/-60 FL17499 RI C CAC MI Windows - 185 SH (Fin) (12) odf
Other: R-PG60 FL17499 R1 C CAC MI Windows - 185 SH (Flanae) (10).odf
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 RI II 08-02549A.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513327A.g_df
Created by Independent Third Party: Yes
UGgvjQiz6BPhSOG%2f386zIGHmSYpg0u%2fXMg15alXtAg%3d%3d 2J3
4/18/2017
Flo ida Building Code Online
17499.5 185 SH
I
36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 113 C CAC APC(13363)E1729.01-109-47-RO 185 SH
(FLG walver).odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 R1 C CAC MI Windows - 185 SH (Fin) (13).odf
FL17499 R1 C CAC MI Windows - 185 SH (Fin) (14).odf
Design Pressure: +60/-60
FL17499 R1 C CAC MI Windows - 185 SH (Flange) (11).Ddf
Other: R-PG60*
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R1 II 08-02550A.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 513328A.pdf
Created by Independent Third Party: Yes
17499.6
185 Triple SH
11102 Fin Frame IG/SG Single Hung 11002 Flange Frame
IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R1 C CAC MI Windows - 185 SH Triple (Fin)
(3).odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 RI C CAC MI Windows - 185 SH Triple (Fin)
(4).Ddf
Design Pressure: +50/-50
Other: R-PG50*
FL17499 R1 C CAC MI Windows - 185 SH TriDle (Flange)
(3).odf
FL17499 R1 C CAC MI Windows - 185 SH TriDle (Flange)
(4).odf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R1 II 08-02548A.odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513324A.Ddf
Created by Independent Third Party: Yes
17499.7
185 Twin SH
106x72 Fin Frame IG/SG Single Hung 10502 Flange Frame
IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RI C CAC MI Windows - 185 SH Twin (Fin) (3).Ddf
FL17499 R1 C CAC MI Windows - 185 SH Twin (Fin) (4).Ddf
Approved for use outside HVHZ: Yes
FL17499 RI C CAC MI Windows - 185 SH Twin (Flange)
Impact Resistant: No
(3).Ddf
Design Pressure: +45/-45
Other: R-PG45
FL17499 R1 C CAC MI Windows - 185 SH Twin (Flange)
(4).odf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R1 II 08-02547A.Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R1 AE 513323A.odf
Created by Independent Third Party: Yes
Contact Us :: 3
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Under Florida law, email addresses are public records. If I
mall to this entity, Instead, contact the office by pho
455.275(1), Florida Statutes, effective October 1, 201Z
one, The emalls provided may be used for official con
personal address, please provide the Department with an
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Phone: 850-487-1824
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do not want your e-mail address released In response to a public -records request, do not send electronic
or by traditional mail. Ir you have any questions, please contact 850.487.1395, -Pursuant to Section
nsees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
inlcation with the licensee. However email addresses are public record. If you do not wish to supply a
tail address which can be made available to the public. To determine Ir you are a licensee under Chapter
455, F S., please click here .
Product Approval Accepts:
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https://www.floridabuilding.org(pr/pr_app dtl.aspx?param=wGEVXQwtDgECUGgvjQiz6BPhSOG%2f386zlGHmSYpgOu%2fXMg15alXtAg%3d%3d 3/3
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
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
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1 X BUCK 15 NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO TTFUCL-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.
REVISONS
I RV I DESCRIPTION I DATE I APPRWIM
A I REVISED ANCHOR SPACING & CHARTS 107/11/16 I 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 If 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.
I TABLE OF CONTENTS
SHEET NO.
DESCRIPTION
1
NOTES
2 - 3
ELEVATIONS
5 - 8
INSTALLATION DETAILS
9
COMPONENTS & GLASS DETAILS
ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM
SIGNED: 0711212016
M650 IWDOWESTMARKETS D DOORS
TREET
````t`S�R. 1.0o 1//"
GRATZ, PA 17030-0370
`��GEIV'p
Tt=
_*• 0„6V0F
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"X72"- LMI
NOTES
,�rL�
;g1 • TAT
'Z�'cF•'c[ORIOQ;-
DRAWN:
DWG N0.
REV
08
A
,,'7ss�OMAiLEaG`��
SCREE NTS °ATE 12/09/14 50"�T140F 9
52" MAX FRAME WIDTH
2" MAX 16' MAX O.C. —{ 2" MAX 2" MAX
Z MAX
52" MAX FRAME WIDTH
-- I 16" MAX O.C. I
2" MAX
16"
O
16"
MAX
MAX
O.C.
O.C.
72" +
72"
MAX
MAX
FRAME
FRAME
HEIGHT
HEIGHT
I Q
x
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FLANGE&FINLESS INSTALLATION
SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS
t
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FLANGE&FINLESS INSTALLATION
SEE CHART #1 FOR SMALLER UNITS RE0IRRED ANCHORS
DESIGN PRESSURERATING
IMPACTRATING
±55.0PSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 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.LO.: 49 3/8" X 32 1/2".
HARDWARESCHEDULE
-P LOCK AT B" FROM EACH END
TACKLE BALANCE ATJAMBS
REV61ONS
DESCRIPTION I OATS I APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 1 R.L
CHART #1
Number of anchor loca6onsrequlred
Frame
Frame Width (In)
Height
18.W
24.00
30.00
36.W
4200
48.00
5ZOG
(in)
Head
Jamb
Head
Jamb
Head
Jamb
Head
Jamb
Head
Jamb
Head
Jamb
Head
Jamb
24.00
2
3
3
3
3
3
3
3
4
3
4
3
4
1 3
30.00
2
3
3
3
3
3
3
3
4
3
4
3
4
3
3&00
2
3
3
3
3
3
3
3
4
3
4
3
4
3
4Z00
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
60:00
2
5
3
5
3
5
3
5
4
5
4
5
4
5
7200
1 2
6
3
6
3
6
3
6
4
6
4
6
4
6
SIGNED. 0711212016
AND DOORS
M6soWINDOWSEST
STREET\\\J`Sti1R11L1o9�%
GRATZ, PA 17030-0370
\ET
` �••'\GEN,9*..y
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
>fr• 0
52FINLES LL
VO
&FINLESS ELEVATIONS
ifFLANGE
0 TATtv�
DWG NO.
DRAWN:
D6
I REV
A
��'�F•'�ZORIOP• \ \\
,
sSION1A111�?G\\\
SCALE NTS oATE 12/09/14 SNEEr24OF 9
52" MAX FRAME WIDTH
52" MAX FRAME WIDTH
2" MAX
MAXOO.C.
2' MAX
2' MAX
MAXOD.C.
2" MAX
rrr//
O
O
10" MAX
10" MAX
r�
O.C.
d
O.C.
72"
/
72"
}
/d
MAX
MAX
FRAME
FRAME
HEIGHT
HEIGHT
Q
l...l
X i
,
X
i
185 ALUMINUM SINGLE HUNG WINDOW
} 185ALUMfNUM SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGNER EXTERIOR VIEW
FIN INSTALLATION
FIN INSTALLATION
SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS
SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE
RATING
IMPACT RATING
t55.0PSF
LARGE
MISSILE IMPACT
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".
AT 8" FROM EACH END INTERIOR MEETING RAIL
BALANCE AT JAMBS
REVIS(ONS
DESCRIPTION OAE APPROVED
REVISED ANCHOR SPACING &CHARTS 07/11/I6 R.L
CHART #2
Number
of anchor locations required
Frame
Frame Width On)
Height
On)
ifl00
H6S
Jamb
74.00
H65
Jamb
30.00
N6S
Jamb
36.00
H6S
Jamb
4200
H6S
Jamb
48.00
H6S
Jamb
5200
HdS
Jamb
24.00
3
3
3
3
..4
3
5
3
5
3
6
3
fi
3
30.00
3
4
3
4
4
4
5
4
5
4
6
4
6
4
3ti00
3
5
3
5
4
5
5
5
5
5
6
5
6
5
4200
3
5
3
5
4
5
5
5
5
5
6
5
fi
5
4800
3
6
3
-6
4
6
5
6
5
6
6
6
fi
6
—54:00—
—3
—6—
—3—
--6—
--4—
_6_
--5—
6
6
6
6
6
60.00
L.
3
7
3
7
4
7
5
7
5
7
6
7
6
7
3
8
3
8
4
8
5
8
5
8
6
8
6
8
7200
3
8
3
8
4
8
5
8
5
8
6
8
6
8
SIGNED: 07/12/2016
M6soIWDOW a KED DOORS
R�ILOyl9�%
GRATZ, PA 17030-0370
` r• ��CENs�•-� 1+
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
�*• 0 1 #=
52'�X72"— LMI
FIN ELEVATIONS
�f,�`
�q1 TAT OF
,
0'OF•'cCOR1DP'
oaAwN:
owc No.
08
REv
A
1
'/�7///�j�NA10?C��\`
scaLE NITSDATE 12/09/14 SO"�'340F 9
1/2" MW
EDGE DISTANCE
YIOOD FRAMING
OR 2X BUCK
^\
1
3/4" MIN
EDGE DISTANCE
BY OTHERS
I
1 1/4 MIN.
METAL
METAL
EMBEDMENT
BY OTHERS
I 1/4" MAX.
SHIM SPACE
BACKER ROD
& APPROVED
//!
J 1'
I
1/4" MAX.
—
SEALANT
\\SH!M SPACE
APPROVED
i
�
SEALANT
'
i �
if #i0 WOOD SCRIDN
E
I
R10 SnaS OR
I
SELF DRILLING
SCREW
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX. BACKER ROD
SHIM SPACE & APPROVED
SEALANT
META
STRUCTUR
BY OTHER
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 A COORDANCE WITH A STM E2112
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SILL TO BE SET
A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
REVISIONS
REV
OMRIPTION I DATE I A -PROVED
A
REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L.
1 1/4" MIN.
1/4" MAX.
EMBEDMENT
SHIM SPACE
1 /2 —
INTERIOR
MiN
EDGE
DISTANCE
#10 WOOD
/ \
SCREW /
---
WOOD FRAMING J/
OR 2X BUCK
EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4- MAX.
#10 SMS OR
INTERIOR
SELF DRILLING
SCREWS
i
3
MIN.
EDGE
DISTANCE
1
EXTERIOR
METAL
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0711212016
DOORSTREET
M650IWEST
REI�0
AR ET
GRATZ, PA 17030-0370
\`J\S 9�'''
NSF
` �r••��C "S
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
= *• p51
52" X7LMI
FLANGE INSTALLATLAT ION DETAILS
++ gg
�o • TAT OF
l tv
Dln-:
Or%O NO.
REV
%'cFS : �(0ROP
N.G
08 50 E544
A
w,c
NTS 12/09/14 4 OF 9
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY .
BY OTHERS °
g . a
OPTIONAL 1X BUCK • Q ° ° 1 1/4" MIN.
SEE NOTES 3 - 7 EMBEDMENT
SHEET 1 — T
I
r
1 /4" MAX.
BACKER ROD SHIM SPACE
APPROVED,x
SEALANT
41
3/ 16" TAPCON
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L.
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY 1/4" MAX.
BY OTHERS SHIM SPACE
a
i
I
3/i6° TAPCON
a INTERIOR
`—I L -
EXTERIOR LA� J INTERIOR 2 112-
MIN. � 1
I EDGE I .v • 1
l DISTANCE
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BACKER ROD
& APPROVED
OPTIONAL 1X BUCK SEALANT
SEE NOTES 3 - 7
SILL TO BE SET SHEET 1 JAMB INSTALLATION DETAIL
BACKER R00 IN A BED OF CONCRETFJMASONRYINSTAC.LATION
& APPROVED APPROVED
SEALANT STRUCTURAL
SEALANT
OPTIONAL 1X BUCK i /4" MAX NOTES:
SEE NOTE 3 - 7 r LIN7ERIORAND EXTERIOR FINISHES, BYOTHERS,
SHEET 1 1 SEAM SPACE NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY
BY OTHERS . ° n SIGNED: 07/12/2016
MI WINDOWS AND DOORS III////v
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NTS 12/09/14 5 OF 9
1 /2" MIN
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i
BY OTHERS
METAL
STRUCTURE
BY OTHERS
i
BACKER ROD
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EXTERIOR
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& APPROVED
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WOOD FRAMING
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BY OTHERS
EXTERIOR
INTERIOR
REVISIONS
REV DESCRIPIION DATC APPROVED
3/4" MIN l A I REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L.
EDGE DISTANCE
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
1/4" MAX.
SHIM SPACE
I
INTERIOR
1 N
I MIN
EDGE
DISTANCE
I
10 WOOD
7
\
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111
SCREW
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EXTERIOR
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BY OTHERS
BACKER ROD
SILL TO BE SET
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APPROVED
STRUCTURALSEALANTBACKER
ROD
1MAX.
&APPROVEDSHIMIM
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SEALANT
A
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTAU ATTON
VERTICAL CROSS SECTION
METAL STRUCTURE 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
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
fOR i SHIM SPACE
10 SMS OR 17--lINTERIOR
SELF DRILLING
SCREWS
SILL TO BE SET 3/4" 1
MIN'
IN A BED OF
EDGE
APPROVED DISTANCE
STRUCTURAL 1 EXTERIOR
SEALANT
1/4" MAX. META BACKER ROD
SHIM SPACE SIRUCTURE & APPROVED
BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED. 0711212016
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DESCRIPTION DATE I APPRO EO
REVISED ANCHOR SPACING & CHARTS 1 07/11/2016R.L.
1 1/4" MIN.
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CONCRETS MASONRY INSTALLATION
NOTES,
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHO WN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED INACCORDANCE WITHASTM E2112
SIGNED: 0711212016
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REVISIONS
DESCRIPTION LATE I A PROVED
REVISED ANCHOR SPACING & CHARTS 07/11/20161 R.L.
#8 WOOD
SCRELV
7/16" MIN
EDGE DISTANCE
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX NOTES:
SHIM SPACE1. 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
WOOD
FRAMING
SIGNED. 07/12/2016
BY OTHERS
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13/16" 2 3/16 � I 2 3/16"
1 � 1 5/16" �
` FLANGE FRAME HEAD 1 FINLESS FRAME HEAD s/a"
FLANGE FRAME JAMB FINLESS FRAME JAMB
CM-18501 CM-18503 CM-18553 CM-18513 1/8" ANN. 1/8" ANN.
ALUMINUM6063-T5.050'THICK ALUMINUM6063-T5.050'THICK ALUMINUM 6063-T5.050' THICK ALUMINUM6063-T5.050'THICK
2 5/16" —1 2 5/16" —I 2 5/16" 1/8" ANN.
090 PVB BY KURARAY
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BUTYL SPACER
2 3/16" EXTERIOR
3 3/8" 2 13/1 3 3/4" �TE
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SETTING BLOCK
FLANGE FRAME SILL FINLESS FRAME SILL LF GLAZING DETAIL A
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ALUMINUM6063-T5.055'THICK ALUMINUM6063-T5.055"THICK CM-18508
CM-18509
ALUMINUM 6063-TS.055' THICK ALUMINUM6063-TS.050'THICK 3/8"
1 7/16- —�{{
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LOCKRAIL/STlLE 1/2" BITE SILICONE
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CM-18505 CM-/8555 CM-18504 CM-18510 T—
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GLAZING DETAIL B
7/16"
1"
15/16"
GLAZING BEAD
G NLAZ! G BEAD
CM-18535
CM48521
RIGID PVC.050' THICK
RIGID PVC.050' THICK
113'a• r
15/16"
SASH STILE
CM-18507
ALUMINUM 6063-T5.050' THICK
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"X72"— LMI
COMPONENTS
IN: OwG NO.
N.G.108-02544-02544
SSE NTS PATE 12/09/14 1 SHEET OF 9
SIGNED: 071122016
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30 TAtCTff�FE OF
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