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INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN,
UNLESS OTHERWISE STATED.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/21NCH OF
THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., WITHOUT
CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. INSTALLATION CLIP: FOR INSTALLATION THROUGH 2X WOOD FRAME USE TWO (2) PS
WOOD SCREW OR ONE (1) #10 WOOD SCREW PER INSTALLATION CLIP OF SUFFICIENT
LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
INSTALLATION CLIP MAY BE USED FLAT AGAINST 2X WOOD BUCK OR BENT AROUND 2X
WOOD BUCK.
S. INSTALLATION CUP: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY,
OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCH ITW TAPCON PER
INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 1 114 INCH MINIMUM
EMBEDMENT.
6. INSTALLATION CLIP: FOR INSTALLATION THROUGH METALSTUD USE TWO (2) #8
SELF-DRI LAG SCREWS PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 3
THREADS MINIMUM PENETRATION THROUGH METAL FRAME SUBSTRATE.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING
BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF
BLOCK OR EDGE OF MORTAR101NT INTO FACE SHELL OF BLOCK.
10. 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 BY THE ANCHOR MANUFACTURER.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR
GREATER).
D.STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF
33 MILS (20 GAUGE).
E. ALUMINUM -1/8" MINIMUM THICKNESS (6063-TS).
ANDERSEN CORPORATION, INC
VINYL CLAD SPECIALTY DIRECT GLAZED
WINDOW (IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND at/
MANUFACTURED TO COMPLY WITH THE STH EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING: C 1
• TAS 201-94
• TAS 202-94
• TAS 203-94
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: PONDEROSA PINEOR EQUAL.
MINIMUM SPECIFIC GRAVITY OF 0.40.
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS. SEE SHEET 6 FOR GLAZING DETAILS.
8. DESIGNATIONS X'AND "O"STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
0: FIXED PANEL
9. IN ACCORDANCE WITH THE FBC, WOOD COMPONENTS SHALL
HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A
DURABLE SPECIES
10.LVL FRAME MATERIAL COMPLIES WITH APPLICABLE FBC
STANDARDS FOR STRUCTURAL COMPOSITE LUMBER.
11.CUSTOM SIZES AVAILABLE UPON REQUEST.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
I
A
GENERAL & INSTALLATION NOTES
2
-
ELEVATIONS
3
-
ANCHOR LAYOUTS
4
-
VERTICAL & HORIZONTAL SECTIONS
5
-
VERTICAL SECTIONS
6
-
GLAZING DETAILS
7
-
COMPONENTS & BILL OF MATERIALS
UNIT
DESIGN PRESSURE
IMPACT RATING
P5060
+ 70.0 /- 80.0 PSF
LARGE & SMALL
MISSILE
IMPACT RATED
ETB
CTC3
CTR6010
NOTE: SEE SHEET 6 FOR APPLICABLE
GLAZING OPTIONS
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2015.04.21 14:07:36-04'00'
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21.000" 16.500"
MAX. MAX.
UNIT D.L.O.
HEIGHT HEIGHT
71.875
MAX.
UNIT
HEIGH
95.250" MAX.
UNIT WIDTH
90.750" MAX.
D.L.O. WIDTH
ELEVATION
ET8
(� 59.875" MAX.
UNIT WIDTH
ac I—n unv
ELEVATION
P5060
38.250" 33.750'
MAX. MAX.
UNIT D.L.O.
HEIGHT HEIGHT
I I
12.00"
MAX.
UNIT
HEIGHT
71.875" MAX..
UNIT WIDTH
67.375" MAX.
D.L.O. WIDTH
r1 r1/ATI/1A1
71.875" MAX.
UNIT WIDTH
r1 r%lATIAIU
NOTE:
WINDOW WIDTH(W)AND HEIGHT
(H) ARE INTERCHANGEABLE FOR ALL
SIZES SHOWN HEREIN NOT TO w1N0ows•000es
(W) EXCEED MAXIMUM TESTED SQUARE
I I FOOT AREA. ANCHOR SPACING SHALL 100 FOURTH AVE N NORTH
T , 3-1096
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20" MAX. O.C.
.0. 6" FROM CORNER
6" FROM CORNER — t 20" MAX. O.C.
ANCHOR LAYOUT
ET - UNITS
6" FROM CORNER TYP.
r
15" MAX. O.C.
AT JAMBS
INSTALLATION
CLIP
0„
6" FROM CORNER TYP.
12" MAX. O.C.
�AT HEAD &SILL
ANCHOR LAYOUT
P - UNITS
-
20" MAX. O.C.
WINDOWD..DOODB
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ANCHOR LAYOUT
CTR - UNITS
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CAULK BETWEEN 1 1/2" MIN.
CONCRETE/MASONRY & 2X EMBEDMENT 2X WOOD FRAMINGr-
BY3/4" MIN. EDGE
WOOD BUCK BY OTHERS () #B WOOD SCREWS OR BY OTHERS DISTANCE
CAULK BETWEEN
2X WOOD BUCK (1) #10 WOOD SCREW
OTHERS INSTALLATION ANCHOR FIN & 2X (2) #8 WOOD SCREWS OR W'„o o w s • D o o R a
CAULK BETWEEN PER CLIP WOOD BUCK (1)#1OW00DSCREW 100FOURTH AVE 14NORTH
3/4" MIN. EXTERIOR FINISH INSTALLATION ANCHOR B)264.5,MN 55003-1096
NAILING FLANGE & 2X vN (a51)z6a5150 FX:L65])264-54R5
WOOD BUCK EDGE DISTANCE BY OTHERS PER CLIP
EXTERIOR FINISH 1/4" MAX. PERIMETER SEALANT 1 1/2" MIN. 1/4" MAX. �y z m
BY OTHERS SHIM SPACE BY OTHERS EMBEDMENT SHIM SPACE ¢ o
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1 / 2 1 B �� N �W�
O.A. WINDOW 5 3 O.A. WINDOW it 9 G i m N
HEIGHT SEE GLAZING HEIGHT SEE GLAZING 5 a � Z
DETAILS SHEET 6 4 DETAILS SHEET 6 10 Lii u S
EXTERIOR EXTERIOR w ,pm�-� a
INTERIOR INTERIOR �� �„ a !�R Y
1j VERTICAL SECTION VERTICAL SECTION
(4 HEAD-2XWOODBUCK /� HEAD -2%WOOD FRAME
INSTALLATION CUP NOTE: NAILING FIN USE Is INSTALLATION CLIP m
REQUIRED WHEN INSTALLATION 1/4" MAX. SHIM SPACE
CLIP IS WRAPPED AROUND BUCK AS'
SHOWN IN DETAIL 8/4. 3 THREADS MIN. 7—
PENETRATION BEYOND 0
METAL STRUCTURE Z
METAL STUD FRAMING
V
BY OTHERS
SEE GLAZING INTERIOR �' '' #B SELF -DRILLING SCREW w
DETAILS SHEET 6 p
10 INSTALLATION ANCHOR
EXTERIOR INTERIOR 28 TWO (2) PER CLIP
4A 3 //
O.A. g 3 4A
WINDOW p
HEIGHT 1 / 2 ♦ Z
1/4"MAX. �� `���C) iIL 2ls!�, !lj
SHIM SPACE `` ��� !G • ••
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PERIMETER SEALANTBY OTHERS 8e ,
BY OTHERS 11/4" MIN. \ �` Li CAULK BETWEEN yfil
EMBEDMENT ~
CONCRETE/MASONRY BY F
OTHERS FIN & SHEATHING
SEE GLAZING A 1 ��i�d •'
I 1/B" MIN. EDGE �{ • �+ DETAILS SHEET 6 EXTERIOR FINISH ��i �y p
DISTANCE 3/16" ITW TAPCON EXTERIOR BY OTHERS iL FR
j J �11L Lii
INSTALLATION ANCHOR O.A. WINDOW PERIMETER SEALANT m m L7 Dp Z
ONE (1) PER CLIP WIDTH BY OTHERS � z F >< U- Q
VERTICAL SECTION o u _ Z
4 SILL-CONCRETE/MASONRY NOTE: OPTIONAL IX WOOD p HORIZONTAL SECTION DWG#:
INSTALLATION CUP BUCK MAY BE EMPLOYED.
4 JAMB - METAL STUD AW0070
INSTALLATION CUP
SHEET: 4
OF 7
CAULK BETWEEN
CONCRETE/MASONRY & 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK
BY OTHERS
CAULK BETWEEN
NAILING FLANGE & 2X
WOOD BUCK
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
3/4" MIN. EDGE
DISTANCE
(2) #8 WOOD SCREWS
2X WOOD FRAMING
OR (1) #10 WOOD
BY OTHERS
SCREW INSTALLATION
CAULK BETWEEN
ANCHOR PER CLIP
FIN & 2X
• : • Aa
'�
11/2" MIN.
WOOD BUCK
A.
EMBEDMENT
EXTERIOR FINISH
1/4" MAX.
BY OTHERS
SHIM SPACE PERIMETER SEALANT -
BY OTHERS
O.A.
WINDOW 6
HEIGHT qg
EXTERIOR 5B INTERIOR
SEE GLAZING
DETAILS SHEET 6
VERTICAL SECTION
5 HEAD -2XWOOD BUCK,
INSTALLATION CLIP
3/4" MIN. EDGE
DISTANCE
(2) #8 WOOD SCREWS OR
(1) #30 WOOD SCREW
INSTALLATION ANCHOR
PER CLIP
1112" MIN.
•:•i:•:.: ......
EMBEDMENT
1/4" MAX.
SHIM SPACE
O.A.
WINDOW 6
HEIGHT 58 4B
INTERIOR
EXTERIOR
SEE GLAZING
DETAILS SHEET 6
G VERTICAL SECTION
S HEAD -2XWOOD FRAME
INSTALLATION CLIP
SEE GLAZING
DETAILS SHEET 6
EXTERIOR INTERIOR _ }
58
O.A. 48 O.A.
WINDOW 6 WINDOW
HEIGHT HEIGHT
T MAX.
SHIM
PERIMETER SEALANT SHIM SPACE
BY OTHERS —_, w 1 1/4" MIN
SEE GLAZING
DETAILS SHEET 6
EXTERIOR
EXTERIOR FINISH EMBEDMENT PERIMETER SEALANT.
BY OTHERS BY OTHERS
CAULK BETWEEN .•'• EXTERIORFINISH
NAILING FLANGE & 1X WOODBY
FRAME • °a:• v CAULK BETWEEN
IX WOOD BUCK a • FIN & SHEATHING
11/8" MIN. 3/16° ITW TAPCON
BY OTHERS EDGE DISTANCE INSTALLATION ANCHOR SHEATHING
CAULK BETWEEN ONE (1) PER CLIP BY OTHERS
CONCRETE/MASONRY & IX
WOOD FRAME BY OTHERS VERTICAL SECTION NOTE: NAILING FIN AND 1X
CONCRETE/MASONRY BY 5 SILL -1X WOOD/CONCRETE/MASONRY WOOD BUCK OPTIONAL.
OTHERS INSTALLATION CLIP
INTERIOR
1/4" MAX.
SHIM SPACE
3 THREAD MIN. PENETRATION
..... BEYOND METAL STRUCTURE
1111I #8 SELF -DRILLING SCREW
INSTALLATION ANCHOR
TWO (2) PER CLIP
METAL STUD FRAMING
BY OTHERS
VERTICAL SECTION
5 SILL - METAL STUD
INSTALLATION CLIP
W INDOW6•DOORS
100 FOURTH AVE N NORTH
6AYPORT.MN 5WW-1096
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LARGE & SMALL MISSILE IMPACT RATED
GLAZING TABLE FOR P-UNITS
P30
P35
P4D
P45
P50
P55
I P60
P30
Gl/G3
Gl/G3
Gl/G3
Gl/G3
Gl/G3
Gl/G3
Gl/G3
P35
Gl/G3
Gl/G3
Gl/G3
Gl/G3
Gl/G3
GI/G2
GVG2
P40
Gl/G3
Gl/G3
Gl/G3
Gl/G3
G1/G2
G1/G2
G1/G2
P45
Gl/G3
Gl/G3
Gl/G3
Gl/G2-
Gl/G2
Gl/G2
GI/G2
PSO
SI/G3
Gl/G3
GI/G2
GI/G2
Gl/GZ
Gl/G2
Gl/GZ
P55
Gl/G3
Gl/G2
GS/G2
GS/G2
GI/G2
N/A
N/A
P60
GI/G3
G1/G2
G1/G2
GI/G2.
G1/G2
N/A
N/A
DOW CORNING 9-1350
SILICONE BEDDING
EXTERIOR
LARGE & SMALL MISSILE IMPACT RATED
GLAZING TABLE FOR P-UNITS
P30
P35
P40
P45
PSO
PSS I P60
P30
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T I Gl/G3T
P35
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T I Gl/G3T
P40
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T I Gl/G2T
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G2T I Gl/G2T
I/G3TGl/G3T
GI/G3T
Gl/G3T
Gl/G2T
Gl/G2T I Gl/G2T
IP45
G1/G3T
G1/G3T
GI/G3T
G/G2T
G1/G2TN/A
I N/A
Gl/G3T
Gl/G3T
G1/G2T
G1/G2T
G1/G2T
N/A I N/A
"3.9-M" 27.1 MM O.A. I.G. CONSISTING OF:
3.9 MM ANNEALED GLASS
AIR SPACE
4.7 MM ANNEALED
0.095" SENTRYGLAS INTERLAYER BY DUPONT
4.7 MM ANNEALED
DOW CORNING 9-1350
0.500" GLASS SILICONE BEDDING
BITE
INTERIOR
GLAZING DETAIL 2
NOTE: GLAZING DETAIL 2 FOR USE WITH
P-UNITS. SEE L.M.I. GLAZING TABLE FOR
APPLICABLE SIZES.
DOW CORNING 9-1350 J
SILICONE BEDDING
EXTERIOR
"3.9T-M" 27.1 MM O.A. I.G. CONSISTING OF:
3.9 MM TEMPERED GLASS
AIR SPACE
4.7 MM ANNEALED
0.095" 5ENTRYGLAS INTERLAYER BY DUPONT
4.7 MM ANNEALED
0.500" GLASS
BITE
EXTERIOR INTERIOR
GLAZING DETAIL 2T
NOTE: GLAZING DETAIL 2T FOR USE WITH
P-UNITS. SEE L.M.I. & S.M.I. GLAZING
TABLE FOR APPLICABLE SIZES.
"3.1-M" 26.3 MM O.A. I.G. CONSISTING OF:
"3.1T-M" 26.3 MM O.A. I.G. CONSISTING OF:
3.1 MM ANNEALED GLA55
3.1 MM TEMPERED GLASS
AIR SPACE
AIR SPACE
4.ANNEALED
4.ANNEALED
0.00 955"" 5ENTRYGLAS INTERLAYER BY DUPONT
0.00 955"" 5ENTRYGLAS INTERLAYER BY DUPONT
4.7 MM ANNEALED
4.7 MM ANNEALED
DOW CORNING9-1350
DDING
0.500" GLASS SILICONE BEDDING
�
0.500" GLASS
�GL
BITE
n
f
INTERIOR
GLAZING DETAIL 3
NOTE: GLAZING DETAIL 3 FOR USE WITH
P-UNITS AND CTR-UNITS. SEE L.M.I.
GLAZING TABLE FOR APPLICABLE SIZES.
EXTERIOR INTERIOR
GLAZING DETAIL 3T
NOTE: GLAZING DETAIL 3T FOR USE WITH
P-UNITS AND CTR-UNITS. SEE L.M.I. & S.M.I.
GLAZING TABLE FOR APPLICABLE SIZES.
9/16" O.A. MONOLITHIC LAM.
GLASS CONSISTING OF:
1/4" ANNEALED GLASS
0.090" PVB SAFLEX BY EASTMAN
OR BUTACITE BY DUPONT INTERLAYER
/ 1/4" ANNEALED
/ DOW CORNING 9-1350
DOW CORNING 9-1350 SILICONE BEDDING
SILICONE BEDDING i 0.500" GLASS
P BITE
i
NOTE: GLAZING SHALL COMPLY WITH FBC / �� i 12
SAFETY GLAZING REQUIREMENTS EXTERIOR INTERIOR
WHERE REQUIRED. GLAZING DETAIL 1
NOTE: GLAZING DETAIL 1 FOR USE WITH ALL
"3.0/13.0/11.7-M" 27.7 MM O.A. I.G. CONSISTING OF:
3.0 MM ANNEALED GLASS
AIR SPACE
4.7 MM ANNEALED
0.095" 5ENTRYGLAS INTERLAYER BY DUPONT
4.7 MM ANNEALED
0.500" GLASS
BITE
EXTERIOR INTERIOR
GLAZING DETAIL 4
NOTE: GLAZING DETAIL 4 FOR ET -UNITS &
CTC-UNITS ONLY. L.M.I. & S.M.I. RATED.
W INDOWB•DOOgB
100 FOURTH AVE N NORTH
BAYPORT. MN 55003-1096
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WD070
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BILL OF MATERIALS
NO.
DESCRIPTION
MATERIAL
MANUFACTURER
1
EXTERIOR FRAME CLADDING
VINYL
ANDERSEN CORPORATION
2
FRAME - HEAD
WOOD
ANDERSEN CORPORATION
2A
FRAME -SILL
WOOD
ANDERSEN CORPORATION
2B
FRAME -JAMB
WOOD
ANDERSEN CORPORATION
3
I.G. TRIMSTOP
WOOD
ANDERSEN CORPORATION
4A
I.G. GLASS STOP -INTERIOR
WOOD
ANDERSEN CORPORATION
4B
I.G. GLASS STOP -INTERIOR
WOOD
ANDERSEN CORPORATION
5
GLASS STOP EXTERIOR
WOOD
ANDERSEN CORPORATION
SA
GLASS STOP EXTERIOR
WOOD
ANDERSEN CORPORATION
5B
GLASS STOP EXTERIOR
WOOD
ANDERSEN CORPORATION
6
EXTERIOR FRAME CLADDING
VINYL
ANDERSEN CORPORATION
7
FRAME- HEAD/JAMB
WOOD
ANDERSEN CORPORATION
7A
FRAME -SILL
WOOD
ANDERSEN CORPORATION
8
LVL FRAME- HEAD
LVL
ANDERSEN CORPORATION
9
LVL FRAME - TRIP STOP
LVL
ANDERSEN CORPORATION
10
INTERIOR LVL GLASS STOP
LVL
ANDERSEN CORPORATION
11
EXTERIOR LVL GLASS STOP
LVL
ANDERSEN CORPORATION
12
MONO. TRIM STOP
LVL
ANDERSEN CORPORATION
INV 1 CJ-
A. ALL WOOD TO BE PONDEROSA PINE OR EQUIVALENT. MINIMUM
SPECIFIC GRAVITY OF 0.40.
B. LVL FRAME MATERIAL COMPLIES WITH APPLICABLE FBC
STANDARDS FOR STRUCTURAL COMPOSITE LUMBER.
OEXTERIOR FRAME CLADDING
VINYL
3.112"
3.642"
0.037"
OFRAME - HEAD/JAMB
WOOD
5.834" --�I
0.994,
4.12V
OINTERIOR LVL GLASS STOP HEAD O EXTERIOR LVL GLASS STOP
10 LVL 11 LVL
0.719"
1.000" M 1.563"
-i.836"
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I 2.942"
4.125" .�
1,389" 1.375"
�I1.27T' 0.035" 1.355" , / j WIRDOWs•DOORS
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2.335" 1.105' ��1.140" Imo-- 4.116" PK(657)264.5150 FX:(651)2645485
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1.360" f /:� / 1.000" S o m w �1 F Z R
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EXTERIOR GLASS STOP -HEAD 6 SILL EXTERIOR GLASS STOP -JAMBS EXTERIOR GLASS STOP
5 WOOD SA WOOD 58 WOOD
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0.656" � m
j i 1.419" 1.419"E (f�
0.832" 4926�- H Z
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--� 2.840' � - 0.688" � 4.125"
93
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1.427" 1.340" 1.140" T--4 1.688" F�
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DWG #:
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SHEET: 7 OF 7