760 REDFIN DR ACC22-0022 FL18644_R6_II_08-02818_1NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNIED 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. 1 X 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 THICKINESS 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 IS NOT USED DISSIMILAR MATERIALS MUST BE S EPARATED 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 E 1300-04.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINID BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SHEET NO.
3-7
2
NOTES
ELEVATIONS
TABLE OF CONTENTS
INSTALLATION DETAILS
DESCRIPTION
REV DESCRIPTION
REVISIONS
DATE
15. FOR ANCHORING THROUGH FRAME 11\ITO 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.
16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LEINGTH TO ACHIEVE A 1 1/4" MINIMUMI EMBEDMEKIT 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 #8 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL. LOCATE AINCHORS AS SHOWN IN ELEVATIONS AND 11\ISTALLATION 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 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOM ETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN.
.
DRAWN:
N.G.
SCALE NTS
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 3500 & 3540 FIXED WINDOW
81" X 63" NON-IMPACT
NOTES
DWG NO.
DATE 9/13/12
08-02818
SHEET 1 OF 7
REV
APPROVED
SIGNED: 09/14/2015
=\\412/82/«<62.,SOE/;<ls)%.=*. /5'10'/6251' :*2E-0 Z+UeO<**,ZB,-EsM * STATE OF '2:..<Gyr.5'&. S OR\01...+42
40/1111\\\\\\
By Toni Gindlesperger at 9:33 am, Apr 27, 2022
By Mike Jones at 3:53 pm, May 04, 2022
63"
MAX.
FRAME
HEIGHT
11
81 " MAX. FRAME WIDTH
1
SERIES 3500 & 3540 FIXED WINDOW
EXTERIOR VIEW
FINLESS & FLANGE INSTALLATION
DESIGN PRESSURE RATING
+35.OPSF
IMPACT RATING
NONE
NOTES:
1. MAXIMUM D.L.0.: 77 1/8" X 59 1/8"
2. (2) 1" X 1/8" WEEPSLOT AT 2" FROM EDGE OF SILL FACE
6" MAX.
18"
MAX
O.C.
-1
6" MAX.
II,
2" MAX.
63"
MAX.
FRAME
HEIGHT
.
.
.
.
.
.
.
1
81" MAX.
10" MAX.
O.C.
REV
FRAME WIDTH
1
EXTERIOR VIEW
FIN INSTALLATION
DESIGN PRESSURE RATING
+50.OPSF
DRAWN:
N.G.
.
SERIES 3500 & 3540 FIXED WINDOW
SCALE NTS
IMPACT RATING
NONE
DESCRIPTION
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
.
DATE 9/13/12
.
.
.
.
SERIES 3500 & 3540 FIXED WINDOW
81" X 63" NON-IMPACT
ELEVATIONS
DWG NO.
08-02818
SHEET 2 OF 7
REVISIONS
10" MAX
O.C.
F
2" MAX.
2" MAX.
2" MAX.
REV
DATE APPROVED
SIGNED: 09/14/2015
=\\412/82/«<62.,SOE/;<ls)%.=*./5'10'/6251' :*2E-0 Z+U04<**,ZB,-EsM * STATE OF '2:..<Gyr.5'&. S OR\01...+42
40/1111\\\\\\
..
WOOD FRAMING
OR 2X BUCK --X
BY OTHERS
1-- 1
BACKER ROD
& APPROVED La , ,V,U 1/4" MAX.
SEALANT \SHIM SPACE-- HEAD TO BE SET
IN A BED OF
,, APPROVED SEALANT
EXTERIOR
-0-
BACKER ROD --
& APPROVED i=»1-4SEALANT
/ o 11 1 '-8»InNEL------- I
WOOD FRAMING
OR 2X BUCK li
BY OTHERS
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX. SHIM SPACE
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
M ETAL -'
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXTERIOR
\N\X\h\N\\X\X\\\X\X\\.\X\X»
4 11 --Fli=n
-1
--==1 .J
BACKER ROD
& APPROVED -E=»1-4SEALANT
\ 11 1 -80/Fj
M ETAL-
STRUCTURE -7<1=..........J.
BY OTHERS #
1/4" MAX.
[ SHIM SPACE
.V /
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4" MAX.
E SHIM SPACE
REV
1 1/4" MIN.
EMBEDMENT
7/16" MIN.
EDGE DISTANCE
#8 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
5/8" MIN.
EDGE DISTANCE
DRAWN:
N.G.
\1.3
L BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
N 11 11 j j tj-tr-
If
4
11
J1
1/4" MAX.
SHIM SPACE
SCALE NTS
DESCRIPTION
REVISIONS
1/4" MAX.
SHIM SPACE
INTERIOR
-1
[-7#8 SMS OR
SELF DRILLING
SCREWS
METAL - 4
STRUCTURE 177771
BY OTHERS
INTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 3500 & 3540 FIXED WINDOW
81" X 63" NON-IMPACT
FINLESS INSTALLATION DETAILS
DWG NO.
DATE 9/13/12
08-02818
SHEET 3 OF 7
REV
DATE
EXTERIOR
EXTERIOR
APPROVED
SIGNED: 09/14/2015
=\\412/82/«<62.,SOE/;<ls)%.E *: y Ov.5251 ·:E
sM* STATE OF '2:..<Gyr.5'&. S OR\01...+42
40/1111\\\\\\
CONCRETE/MASONRY --
BY OTHERS X
OPTIONAL 1X BUCK --
SEE NOTES 3-7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
14
1 64
41 6 A <4 8 4
«04----
fi---S««-:
/L__aJA\ C=11
EXTERIOR
4 <U
SILL TO BE SETBACKER ROD - - - IN A BED OF
& APPROVED ,=APPROVED SEALANT
1/4" MIAX.
OPTIONAL 1 X BUCK SHIMI SPACESEE NOTE 3 -
SHEET 1
1
CONCRETE/MASONRY --4 4.4BY OTHERS \\<<· ·· 4 6
...
4 1 4 4 4 =4
41 4 4
. 4
&
,-----i-ilil-........---I.
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
A
1/4" MAX.
SHIM SPACE
L- HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
INTERIOR
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1 X BUCK
SEE NOTES 3-7
SHEET 1
3/16" TAPCON
1\
9
99
2 1/2"9
MIN.V
EDGE g
DISTANCE 9
7·
9
Ak'
9
REV
1 1/4" MIN.
EMBEDMENT
-- 1/4" MIAX.
SHIM SPACE
DESCRIPTION
iot=
9 ,»f=«1=1-
9
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
DRAWN:
N.G.
SCALE NTS
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 3500 & 3540 FIXED WINDOW
81" X 63" NON-IMPACT
FINLESS INSTALLATION DETAILS
DWG NO.
DATE 9/13/12
08-02818
SHEET 4 OF 7
REVISIONS
INTERIOR
EXTERIOR
REV
DATE APPROVED
SIGNED: 09/14/2015
=\\412/82/«<62.,SOE/;<ls)%.E *: y Ov.5251 ·:E
sM* STATE OF '2:..<Gyr.5'&. S OR\01...+42
40/1111\\\\\\
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
4 2-»41[1
EXTERIOR
1/4" MAX.
SHIM SPACE
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
INTERIOR
[ SHIM SPACE1/4" MAX.
-2*h\\»»111Ill01*0*\HIN'«HHHIPI-- 1
-7-FS=n f6 I UU
-1
METAL --
STRUCTURE
BY OTHERS
11APPROVED «_SEALANT
EXTERIOR
/-- SILL TO BE SET
APPROVED SEALANT
BACKER ROD - ,1
BACKER ROD& APPROVED » --1/4" MAX. &APPROVED
SEALANT F SHIM SPACE SEALANT\BLED-0013 1
WOOD FRAMING [.-1
OR 2X BUCK
T
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
m]11
EBEZIEL
M ETAL-
STRUCTUREBY OTHERS
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4" MAX.
E SHIM SPACE
DRAWN:
N.G.
REV
1 1/4" MIN.
EMBEDMENT
7/16" MIN.
EDGE DISTANCE
#8 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
-1
BACKER ROD
& APPROVED
SEALANT
SCALE NTS
DESCRIPTION
REVISIONS
1/4" MIAX.
SHIM SPACE
1
INTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
71772=>
It5/8" MIN.
EDGE DISTANCE 8--IC»[
#8 SMS OR 115/1-
SELF DRILLING
SCREWS
METAL J
STRUCTURE
BY OTHERS -
1/4"
SHIM
MAX.
SPACE
INTERIOR
r=31Ll=
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 3500 & 3540 FIXED WINDOW
81" X 63" NON-IMPACT
FLANGE INSTALLATION DETAILS
DWG NO.
DATE 9/13/12
08-02818
SHEET 5 OF 7
REV
DATE
EXTERIOR
EXTERIOR
APPROVED
SIGNED: 09/14/2015
=\\412/82/«<62.,SOE/;<ls)%.E *: y Ov.5251 ·:E
sM* STATE OF '2:..<Gyr.5'&. S OR\01...+42
40/1111\\\\\\
CONCRETE/MASONRYBY OTHERS -«\
OPTIONAL 1 X BUCK
SEE NOTES 3-7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
<4
4 4
<G
A
4
BACKER ROD --& APPROVED \ %
SEALANT
OPTIONAL 1 X BUCKSEE NOTE 3-7 SHEET 1
CONCRETE/MASONRY
BY OTHERS 7
180;
. b
4 <4 14 44 <.
44 4 .
8
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
4 1&4
A
44 4 64
4.p -I .-3r .:.4
1 ' -\SHIM SPACE
L- HEAD TO BE SET
IN A BED OF' APPROVED SEALANT
EXTERIOR
d .4
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MIAX.
SHIM SPACE
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1 X BUCK
SEE NOTES 3-7
SHEET 1
3/16" TAPCON
V
9
/1 4
«*i##M<p\,0,0,0,\\
MIN.
EDGE
DISTANCE
111 -5 .
9
REV
1 1/4" MIN.
EMBEDMENT
-- 1/4" MAX.
SHIM SPACE
DESCRIPTION
INTERIOR
=1 -4
3 1 *i==31 1
BACKER ROD
& APPROVED
SEALANT
REVISIONS
EXTERIOR
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
DRAWN:
N.G.
SCALE NTS
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 3500 & 3540 FIXED WINDOW
81" X 63" NON-IMPACT
FLANGE INSTALLATION DETAILS
DWG NO.
DATE 9/13/12
08-02818
SHEET 6 OF 7
REV
DATE APPROVED
SIGNED: 09/14/2015
=\\412/82/«<62.,SOE/;<ls)%.E *: y Ov.5251 ·:E
sM* STATE OF '2:..<Gyr.5'&. S OR\01...+42
40/1111\\\\\\
APPROVED
SEALANT
BEHIND FIN
#6 WOOD
SCREW
3/8 "MIN
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
11 1= 1-gr--lin
EXTERIOR
3/8" MIN __
EDGE DISTANCE
#6 WOOD
SCREW
APPROVED
SEALANT
BEHIND FIN
1 =
i
11 11 11 IM' 11 :
INTERIOR
1 1/4" MIN.
EMBEDMENT
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD
FRAMING
BY OTHERS
1/4" MAX.1- SHIM SPACE
1/4" MAX1- SHIM SPACE
WOOD
FRAMING
BY OTHERS
WOOD FRAMING
BY OTHERS
#6 WOOD -SCREW
1 1/4"
MIN.
EMBEDMENT
APPROVED
SEALANT
BEHIND FIN
3/8" MIN
EDGE DISTANCE
. C
3E
1/4" MAX
SHIM SPACE
INTERIOR
.
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
REV
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
DRAWN:
N.G.
SCALE NTS
DESCRIPTION
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 3500 & 3540 FIXED WINDOW
81" X 63" NON-IMPACT
FIN INSTALLATION DETAILS
DWG NO.
DATE 9/13/12
08-02818
SHEET 7 OF 7
REVISIONS
REV
DATE APPROVED
SIGNED: 09/14/2015
=\\412/82/«<62.,SOE/;<ls)%.E *: y Ov.5251 ·:E
sM* STATE OF '2:..<Gyr.5'&. S OR\01...+42
40/1111\\\\\\