HomeMy WebLinkAboutProduct Reviews; Series 185 Aluminium Single Hung Window (Impact)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
MANUFACTURER'S 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 ALUMINUM 6063—T5.
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
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLAZING 09/29/17 1R.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.
1 S. 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=33KS1/FU=52KS1 OR
ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
5 — 8 INSTALLATION DETAILS
9 COMPONENTS & GLASS DETAILS
JUL 0 12021
SL Lucie County
Permitting
SIGNED: 0212712020
MI WIN6soDOWS D DOORS, LLC
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SCALE DATE
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L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
434.688.0609 TBomes@ld0maspe.eom
11
N
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52" MAX FRAME WIDTH 52" MAX FRAME WIDTH
2" MAX 16" MAX O.C. 2" MAX 2" MAX 16" MAX O.C. 2" MAX
L
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16"
O.C.
2" T-
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16" OMAX
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72" T—
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FRAME
HEIGHT /
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FLANGE & FINLESS INSTALLATION FLANGE & FINLESS INSTALLATION
SEE CHART #f FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING
IMPACT RATING
±55.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 3
r
REVISIONS
DESCRIPDON DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLAZING 09/29/17 R.L.
CHART #1
Number of anchor locations required
Frame
Frame Width In
Height
1900
24.00
30.00
36.00
42.00
48.00
52.00
(In)
Head
Jamb
Head
Jamb
Head
I Jamb
Head
Jamb
Head
Jamb
Head
I 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
66.00
2
5
3
5
3
5
3
5
4
5
4
5
4
5
72.00
2
6
3
8
3
6
3
6
1 4 1
6
1 4 1
6 1
4 1
6
SIGNED: 0212712020
MI WINDOWS AND DOORS, LLC
R I ).L
NOTES:
1. MAXIMUM SASH SIZE: 51" X 36".
650 WEST MARKET STREET
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2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2".
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SERIES 185 ALUMINUM SINGLE HUNG WINDOW
3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2".
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2) METAL SWEEP LOCK AT 6" FROM EACH END INTERIOR MEETING RAIL
Luis R. Lomas P.E.
FL NO.: 62514
2) BLOCK AND TACKLE BALANCE AT JAMBS
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434.68E-0609 rllamas@ldomas
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52" MAX FRAME WIDTH
2" MAX
" 10
MAX O.C.
10" MAX
O.C.
O /
AX T-
IAX
/
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IGHT
52" MAX FRAME WIDTH
— 2 MAX 2" MAX
10
MAX O.C.
2" MAX
O
10" MAX
O.C.
T-
MAX
MAX
FRAME
HEIGHTS
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FIN INSTALLATION
SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS
X
185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FIN INSTALLATION
SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING
IMPACT RATING
f55.0PSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 3
INOTES:
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".
HARDWARE SCHEDULE
METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL
BLOCK AND TACKLE BALANCE AT JAMBS
9
REVISIONS
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS, 07/14/16 R.L.
REVISED GLAZING 09/29/17 R.L.
CHART #2
Number of anchorlocations required _
Frame
Frame Width In
Height
(In)
1&00
H & S
Jamb
24.00
HBS
Jamb
30.00
H & S
Jamb
30.00
H & S
Jamb
_42.00
HBS
Jamb
48:00
H & S
Jamb
52.00
HBS
Jamb
24.00
$
3
3
3
4
3
5
3
5
3
6
1 3
6
3
30.00
3
4
3
4
4
4
5
4
5
4
6
1 4
6
4
36.00
3
5
3
5
4
5
5
5
5
5
8
5
6
5
42.00
$
5
3
5
4
5
5
5
5
5
6
5
6
5
48.00
3
6
3
6
4
6
5
6
5
6
6
6
6
6
54.00
3
6
3
6
4
6
5
6
5
6
fi
6
6
6
60.00
3
7
3
7
4
7
6
7
5
7
6
7
6
7
86.00
3
8
3
8
4
8
5
8
5
8
6
8
6
8
T2.00
3
1 8
1 3
8
4
8
1 5
1 8
5
1 8
1 6
8
1 6
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SIGNED: 0212712020
MI WINDOWS
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L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434-666.0609 rilomas@irlomaspe.mm
1/2" MIN
EDGE DISTANCE
1/2" MIN
METAL
EDGE DISTANCE
WOOD FRAMING
STRUCTURE
OR 2X BUCK
BY OTHERS
1/4" MAX.
BY OTHERS
1 1/4" MIN.
HI
� SM SPACE
EMBEDMENT
APPROVED
BACKER ROD
1/4" MAX. SEALANT
& APPROVED
SEALANT
SHIM SPACE
#10 WOOD SCREW
INTERIOR
MR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
II I'I #10 SMS OR
SELF DRILLING
SCREW
INTERIOR
IVEXTERIOR
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL BACKER ROD -
SEALANT & APPROVED
SEALANT
1/4" MAX.
SHIM SPACE 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
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
REVISIONS
REV DESCRIPTION
A REVISED ANCHOR SPACING & CHARTS
B REVISED GLAZING
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
11
MIN
EDGE
DISTANCE
DATE APPROVED
07/11/16 R.L.
09/29/17 R.L.
INTERIOR
#10 WOOD J
SCREW
�LCJ
WOOD FRAMING
EXTERIOR
OR 2X BUCK
BACKER ROD
BY OTHERS
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX.
SHIM SPACE
#to srns OR
SELF DRILLING
INTERIOR
SCREWS
1/2
MIN.
EDGE
DISTANCE
EXTERIOR
METAL
STRUCTURE
BACKER ROD
BY OTHERS
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
m
METAL STRUCTURE INSTALLATION
SIGNED: 0212712020
VERTICAL CROSSSECTION
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STRUCTURE
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SCALE NTS DATE 12/09/14 OF 9
LU15 R. Lomas P.E.
FL No.: 62514
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
434-666-0609 rllomas@Irfomaspe.com
2 1/2" MIN.
REVISIONS
EDGE DISTANCE
REV DESCRIPTION
DATE APPROVED
CONCRETE/MASONRY
°
A REVISED ANCHOR SPACING & CHARTS
07/11/16 R.L.
BY OTHERS
.° G
° °
n
B REVISED GLAZING
09/29/17 R.L.
OPTIONAL 1X BUCK '
a °
° n. 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
BACKER ROD
SHIM SPACE
& APPROVED
v
SEALANT
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_
3/16" TAPCON
3/16" TAPCON va
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2 1/2" ° a
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EDGE v
DISTANCE °
EXTERIOR
EXTERIOR
BACKER ROD
& APPROVED
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SEALANT
SEE NOTES 3 — 7
SHEET 1
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
SILL TO BE SET
B
BACKER ROD
IN A BED OF
APPROVED
NOTES.
APPROVED
STRUCTURAL
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
SEALANT
SEALANT
NOT SHOWN FOR CLARITY.
OPTIONAL 1X BUCK
1/4" MAX.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 02/27/2020
SEE NOTE 3 — 7
SHIM SPACE
SHEET 1
—�
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12/09/14 5 OF 9
CONCRETE/MASONRYINSTALLATION
L. ROBERTO LOMAS P.E.
Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434-666-0609 rllomas@ldomaspe.aom
FL ND.: 62514
1/2" MIN
EDGE DISTANCE METAL
WOOD FRAMING STRUCTURE
OR 2X BUCK BY OTHERS
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
1/4" MAX.
;HIM SPACE
'-- #10 WOOD SCREW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4 .1 MAX.
SHIM SPACE
r
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
APPROVED
SEALANT
BACKER
& APPR(
SEAT
M
STRUCI
BY OTh
1/2" MIN
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
INTERIOR #10 SMS OR
SELF DRILLING
SCREW
EXTERIOR
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 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
1
1/2"
MIN
EDGE INTERIOR
DISTANCE � � /
#10 WOOD —�
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METAL STRUCTURE INSTALLATION
SIGNED: 0212712020
MI WINDOWS D LLC
650ET STREET
MARKET
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GRATZ, PA 17030-0370
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SERIES 185 ALUMINUM SINGLE HUNG WINDOW
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L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE. NO 27023
L01S R. Lomas P.E.
FL No.: 62514
434-688-0609 womasorlomaspe.com
4
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
2 1/2" MIN.
EDGE DISTANCE
4 1 1/4" MIN.
° EMBEDMENT
{
1/4" MAX.
SHIM SPACE
Is 3/16" TAPCON
INTERIOR
EXTERIOR
1 1/4" MIN,
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
3/16" TAPCON
2 1/2"
MIN.
EDGE
DISTANCE
I
REVISIONS
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLAZING 09/29/17 1 R.L.
OPTIONAL 1X BUCK
SEE NOTES 3 - 7
SHEET 1
1 /4" MAX.
SHIM SPACE
INTERIOR
a
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
SILL TO BE SET
BACKER ROD
IN A BED OF
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 IN ACCORDANCE WITH ASTM E2112
SIGNED: 0212712020
SEE NOTE 3 7
SHIM SPACE
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SHEET 1
MI WINDOWS AND DOORS, LLC
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NTS 12�09/14 7 OF 9
CONCRETE/MASONRYINSTALLATION
L. ROBERTO LOMAS P.E.
Luis R.CLomas P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
FL N62514
434-666.0609 A/omas@lrlomaspe.com
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APPROVED
SEALANT
BEHIND FIN
i
7/16" MIN
EDGE DISTANCE
7/16" MIN
EDGE DISTANCE
APPROVED
SEALANT
BEHIND FIN
1 1/4" MIN.
EMBEDMENT
#8 WOOD SCREW
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
REVISIONS
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLAZING 09/29/17 R.L.
WOOD FRAMING 1/4" MAX
BY OTHERS SHIM SPACE
l— #8 WOOD SCREW
1 1/4" 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,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 0212712020
MI WINDOWS AND DOORS, LLC \`\\\5 111�/JR10
650MARKET STREET
GRATZ, PA 17030-0370 ` v,•�\6ENS�•9�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW ; *• o,.B�51 �1
TA TATE IMPACT 4
FIN INSTALLATION DETAILS ��0 , OF
DRAWN: OWC N0. REV ii�O�FiP<ORIOQ; G����
SCALE DATE O8 SOEES44 B 45'/QNAfI
NTS 12/09/14 8 OF 9
LROBERTOLOMASP.E. P.E.
P Lomas 1432 WOODFORD RD LEWISVILLE, NO 27023 Luis R. FL NdLas
434-666-0609 dlomasplAomaspe.CDM
s
2 3/16" 1 7/8"
2 3/16" -{
13/16" 2 3/16"
1 5/16"
FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD
CM-18501 CM-18503 CM-18553
ALUMINUM 6063-T5.050" THICK ALUMINUM 6063-T5.050" THICK ALUMINUM 6063-T5.050" THICK
2 5/16" —•I 2 5/16" --I 2 5/16" �I
/ I I
3 3/8" 2 13/1 E 3 3/4"
FLANGE FRAME SILL FINLESS FRAME SILL
CM-18502 CM-18554 FIN FRAME SILL
ALUMINUM6063-T5.055"THICK ALUMINUM6063-T5.055"THICK CM-18509
ALUMINUM 6063-T5.055" THICK
—{ 1 5/8" , 1/8.,
2 T-ld-
2„
L L
LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAIL
CM-18505 CM-18555 CM-18504
ALUMINUM 6063-T5.062" THICK ALUMINUM 6063-75.050" THICK ALUMINUM 6063-T5.055" THICK
15/16"
GLAZING BEAD SASH STILE _
CM-18535 CM-18507
RIGID PVC .050" THICK ALUMINUM 6063-T5.050" THICK
1 3/8'�---
2 3/16"
I - :71
FINLESS FRAME JAMB
CM-18513
ALUMINUM 6063-T5.050" THICK
2 3/16"
T— — 2 5/16"
-FIN FRAME HEAD
CM-18508
ALUMINUM 6063-T5.050" THICK
2 3/8"
2 3/16"
4�j
FIN FRAME JAMB
CM-18510
ALUMINUM 6063-T5.050" THICK
REVISIONS
DESCRIPTION DATE APPROVED
REVISED ANCHORSPACING& CHARTS 07/11/16 R.L.
REVISED GLAZING 09/29/17 R.L.
5/8"
1/8" ANN. 1/8" ANN.
1/8" ANN.
D90 PVB BY KURARAY
METAL REINFORCED
BUTYL SPACER
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 DATE 12/09/14 _ SHEET OF 9
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688.0609 rlfomas@trlomaspe.com
SIGNED: 0212712020
. v,•�� sFgs ;
*• 0,,612b1 ••
TA OF : -w
itillill ZONA"SN\���
Luis R. Lomas P.E.
FL No.: 62514