HomeMy WebLinkAboutWindow Impact SpecsINSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR 15 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 t1/2 INCH 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) HB
WOOD SCREW OR ONE (1) H10 WOOD SCREW PER INSTALLATION CLIP OF SUFFICIENT
LENGTH TO ACHIEVE 11121NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
INSTALLATION CLIP MAY BE USED FLATAGAINST 2X WOOD BUCK OR BENTAROUND 2X
WOOD BUCK.
5. INSTALLATION CUP: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY,
OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116INCH ITW TAPCON PER
INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 1 214 INCH MINIMUM
EMBEDMENT.
6. INSTALLATION CUP: FOR INSTALLATION THROUGH METALSTUD USE TWO (2) k8
SELF -DRILLING 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.
B. 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 MORTAR JOINT 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. W OOD - 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
MANUFACTURED TO COMPLY WITH THE STH EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• 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.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: PONDEROSA PINE OR EQUAL.
MINIMUM SPECIFIC GRAVITY OF 0.40.
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300GLASS
CHARTS. SEE SHEET 6 FOR GLAZING DETAILS.
S. 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
1D.LVL FRAME MATERIAL COMPLIES WITH APPUCABLE FBC
STANDARDS FOR STRUCTURAL COMPOSITE LUMBER.
11.CUSTOM SIZES AVAILABLE UPON REQUEST.
TABLE OF CONTENTS
EET
REVISION
SHEET DESCRIPTION
1
A
GENERAL d INSTALLATION NOTES
2
I
-
ELEVATIONS
3
-
ANCHOR LAYOUTS
4
-
VERTICAL 8 HORIZONTAL SECTIONS
5
-
VERTICAL SECTIONS
6
-
GLAZING DETAILS
7
-
COMPONENTS h BILL OF MATERIALS
UNIT
DESIGN PRESSURE
IMPACT RATING
P5060
• 70.0 /- 80.0 PSF
LARGE 6 SMALL
MISSILE
IMPACTRATED
ETS
CTC3
CTR6010
NOTE: SEE SHEET 6 FOR APPLICABLE
GLAZING OPTIONS
w 1(100w5 -too NB
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BAY -T,MN 9500 -I096
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Reason: I am approving this document A W 007(
Date: 2015.04.21 14:07:36-04'00' SHEET: 1 OF 7
95.250" MAX.
UNIT WIDTH Andersen.
90.MAX. NOTE:
D.L.O.. WIDTH WINDOW WIDTH (W) AND HEIGHT
F G (H) ARE INTERCHANGEABLE FOR ALL
5 5 SIZES SHOWN HEREIN NOT TO
WINDOWS - Docks
T- 16. if (W) I��I EXCEED MAXIMUM TESTED SQUARE
21
FOOT AREA. ANCHOR SPACING SHALL 100 FOURTH AVE N NORTH
NOT EXCEED H05E SHOWN FOR LONG RAYPORT,MN55003-1096
MAX. MAX. PH:(651)264-5150 ft(651)264-5485
UNIT D.L.O. O OR SHORT LES OF UNIT.
HEIGHT HEIGHT 71.875" MAX.
UNIT WIDTH (H) r — (W) ¢ o v
Z zwo
E H 67.375" MAX. w 5 P a m m
5 5 ELEVATION D.L.O. WIDTH d (H) No N a m �; m Z
ET8 Gja
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5H w aaZ"
38:250" 33.750' tii ¢ > < o
MAX. MAX. /� „p„ w pm�-� w
UNIT D.L.O.�4 a m
HEIGHT HEI+ HT
11
A a
59.875" MAX.
UNIT WIDTH 4 m
55,115" MAX. ELEVATION
D.L.O. WIDTH CTC3 QUARTER ROUND OVAL
CTQ
4 O H z
1 HALF CIRCLE CIRCLE
67.250" CTC aR >
MAX. QUALIFIED SHAPES W
D.L.O.
HEIGHT
71.875" 4 4
71.875" MAX. O
UNIT UNIT WIDTH z
67.375" MAX.
HEIGHT D.L.O. WIDTH
4 MAX. = O . •.....'E
D.L.O.
HEIGHT F
A 12.00" 4 „p4
4 MAX. A
ELEVATION UNIT 4
HEIGHT m m �111 tii
P5060 ELEVATION z Y � Q
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DWG #:
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SHEET: 2 OF 7
20" MAX. O.C.
6" FROM CORNER
6" FROM CORNER--� �-- t'
20" MAX. O.C.
6" FROM CORNER TYP. --I F
15" W
AT J
INSTALLATION
CLIP
6" FROM CORNER TYP.
ANCHOR LAYOUT
ET - UNITS
12" MAX. O.C.
�AT HEAD d SILL
ANCHOR LAYOUT'
P - UNITS
20" MAX. O.C.
p" 6" FROM CORNER
6" FROM CORNER
-----�� 20" MAX. O.C.
ANCHOR LAYOUT
CTC,CTQ,CIR,OVL - UNITS
6" FROM CORNER TYP. — fi" MAX. O,C. � � AT HEAD &SILL
ANCHOR AT MIDSPAN
ATJAMBS
ANCHOR LAYOUT
CTR - UNITS
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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
a•.
1 1/2" MIN.
EMBEDMENT
(2) #8 WOOD SCREWS OR
(1) #10 WOOD SCREW
INSTALLATION ANCHOR
PER CLIP
3/4" MIN.
EDGE DISTANCE
1/4' MAX.
SHIM SPACE
2X WOOD FRAMING
BY OTHERS
3/4" MIN. EDGE
DISTANCE
CAULK BETWEEN
FIN & 2X
(2) #8 WOOD SCREWS OR
WOOD BUCK
(1) #10 WOOD SCREW
EXTERIOR FINISH
INSTALLATION ANCHOR
BY OTHERS
+
PER CLIP
PERIMETER SEALANT
11/2" MIN. 1/4" MAX.
BY OTHERS ..........
EMBEDMENT SHIM SPACE
O.A. WINDOW
U
\ Z 3)
O.A. WINDOW LJ
\ �
HEIGHT
SEE GLAZING
\VJ
HEIGHT SEE GLAZING
\VJ'
DETAILS SHEET 6
4A
DETAILS SHEET 6
10
0
EXTERIOR
INTERIOR
I EXTERIOR
INTERIOR
VERTICAL SECTION
tl C VERTICAL SECTION
4 HEAD - 2X WOOD BUCK
4 HEAD - 2X WOOD FRAME
INSTALLATION CUP
NOTE: NAILING FIN USE IS
INSTALLATION CUP
REQUIRED WHEN INSTALLATION
CLIP IS WRAPPED AROUND BUCK AS
1/4" MAX. SHIM SPACE
SHOWN IN DETAIL 9/4.
3 THREADS MIN.
PENETRATION BEYOND
METAL STRUCTURE
METAL STUD FRAMING
BY OTHERS
SEE GLAZING
DETAILS SHEET 6
INTERIOR
#8 SELF -DRILLING SCREW
INSTALLATION ANCHOR
`
1
EXTERIOR
INTERIOR
28
TWO (2) PER CLIP
4A
3
�j//
O.A.
5
3
4A
WINDOW
HEIGHT
1
2
1/4" MAX.
\
\ ,
SHIM SPACE
PERIMETER SEALANT 1 1/4" MIN.
BY OTHERS EMBEDMENT
CONCRETE/MASONRY
OTHERS
1 1/8" MIN. EDGE
DISTANCE
3/16" ITW TAPCON
INSTALLATION ANCHOR
VERTICAL SECTION ONE (1) PER CLIP
4 SILL-CONCRETE/MASONRY NOTE: OPTIONAL 1X WOOD
INSTALLATION CLIP I BUCK MAY BE EMPLOYED.
WINDOWS -DOORS
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CAULK BETWEEN U)� ; Z
FIN & SHEATHING
SEE GLAZING 5A
DETAILS SHEET 6 EXTERIOR FINISH
EXTERIOR BY OTHERS
O.A. WINDOW PERIMETER SEALANT m m tiJ m11 CL
WIDTH BY OTHERS a 3 _ = v Z
1DHORIZONTAL SECTION DWG#: v
4 JAMB - METAL STUD AWD070
INSTALLATION CUP
SHEET: 4
OF
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
•
1 1/2" MIN. W000 BUCK
EMBEDMENT EXTERIOR FINISH
1/4" MAX. BY OTHERS
SHIM SPACE PERIMETER SEALANT
BY OTHERS
O.A. r1/
WINDOW LbJ
HEIGHT 4g
EXTERIOR SB INTERIOR
SEE GLAZING
DETAILS SHEET 6
F VERTICAL SECTION
5 HEAD - 2X WOOD BUCK
INSTALLATION CLIP
SEE GLAZING
DETAILS SHEET
4 EXTERIOR INTERIOR
5B
O.A. 4B
WINDOW 6�
HEIGHT \
3/4" MIN. EDGE
DISTANCE
(2) #8 WOOD SCREWS OR
(1) #10 WOOD SCREW
INSTALLATION ANCHOR
PER CLIP
11/2" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
O.A.
WINDOW v
HEIGHT 5B 4B
INTERIOR
EXTERIOR
SEE GLAZING
DETAILS SHEET 6
VERTICAL SECTION
5 HEAD - 2X WOOD FRAME
INSTALLATION CLIP
SEE GLAZING
DETAILS SHEET 6
1 EXTERIOR
5B
O.A.
WINDOW 6
HEIGHT � \
PERIMETER SEALANT
MAX.
SHIM SPACE
SHIM
BY OTHERS
EXTERIOR FINISH
11/4" MIN. PERIMETER
EMBEDMENT
SEALANT
BY OTHERS
e .
BY OTHERS
CAULK BETWEEN
EXTERIOR FINISH
NAILING FLANGE & IX WOOD
"
°' ��
BY OTHERS
FRAME
° •
9
CAULK BETWEEN
1X WOOD BUCK
FIN 6 SHEATHING
BY OTHERS
11/8" MIN.
3/16" ITW TAPCON
SHEATHING
EDGE DISTANCE
INSTALLAT
BY OTHERS
CAULK BETWEEN
ONE PERIONPANCHOR
CONCRETE/MASONRY & 1X
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
#8 SELF -DRILLING SCREW
INSTALLATION ANCHOR
TWO (2) PER CLIP
METAL STUD FRAMING
BY OTHERS
H� VERTICAL SECTION
5 SILL - METAL STUD
INSTALLATION CLIP
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LARGE & SMALL MISSILE IMPACT RATED
GLAZING TABLE FOR P-UNITS
P30
P35
P40
P45
P50
P55
P60
P30
Gl/G3
Gl/G3
Gl/G3
Gl/G3
Gl/G3
Gl/G3
Gl/G3
P3S
Gl/G3
Gl/G3
Gl/G3
Gl/G3
Gl/G3
Gl/G2
Gl/G2
P40
Gl/G3
Gl/G3
Gl/G3
Gl/G3
Gl/G2
Gl/G2
Gl/G2
P45
Gl/G3
Gl/G3
GS/G3
Gl/G2
Gl/G2
Gl/G2
Gl/G2
PSO
Gl/G3
Gl/G3
Gl/G2
Gl/G2
Gl/G2
Gl/G2
GS/GZ
PSS
Gl/G3
Gl/GZ
GV.
Gl/G2
Gl/G2
N/A
N/A
P60
Gl/G3
Gl/G2
G1/G2
G1/G2
G1/G2
N/A
N/A
"3 9-M" 271 MM 0 A I G CONSISTING OF:
3.9 MM ANNEALED GLASS
AIR SPACE
4.ANNEALED
0.00 955"" SENTRYGLAS INTERLAYER BY DUPONT
4.7 MM ANNEALED
\ DOW CORNING 9-1350
i 0.500" GLASS SILICONE BEDDING
BITE
i
DOW CORNING 9-1350
SILICONE BEDDING
LARGE & SMALL MISSILE IMPACT RATED
GLAZING TABLE FOR P-UNITS
P30
P35
P40
P45
PSO
P55
P60
P30
Gl/G3T
Gl/G3T
Gl/G3T
GI/G3T
Gl/G3T
Gl/G3T
Gl/G3T
P35
G2/G3T
Gl/G3T
GVG3T
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T
P40
Gl/G3T
Gl/G3T
Gl/G3T
GI/G3T
Gl/G3T
Gl/G3T
Gl/G2T
P45
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G2T
Gl/G2T
P50
GVG3T
Gl/G3T
Gl/G3T
Gl/G3T
Gl/G2T
Gl/G2T
Gl/G2T
P55
Gl/G3i
Gl/G3T
Gl/G3T
Gl/G2T
Gl/G2T
N/A
N/A
P.
Gl/G3T
Gl/G3T
Gl/G2T
Gl/G2T
Gl/G2T
I N/A
N/A
EXTERIOR INTERIOR
GLAZING DETAIL 2
NOTE: GLAZING DETAIL 2 FOR USE WITH
P-UNITS. SEE L.M.I. GLAZING TABLE FOR
APPLICABLE SIZES.
"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" SENTRYGLA5 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:
3.1 MM ANNEALED GLASS
AIR SPACE
4.ANNEALED
0.00 955"" SENTRYGLAS INTERLAYER BY DUPONT
4XMM ANNEALED
DOW CORNING 9-1350
i 0.500" GLASS SILICONE BEDDING
BITE
DOW CORNING 9-1350
SILICONE BEDDING
EXTERIOR 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.
"3.IT-M" 26.3 MM O.A. I.G. CONSISTING OF:
3.1 MM TEMPERED GLA55
AIR SPACE
4.7 MM ANNEALED
0.095" SENTRYGLAS INTERLAYER BY DUPONT
4.7 MM ANNEALED
0.500" GLA55
BITE
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.
"3.0/13.0/11.7-M" 27.7 MM O.A. I.G. CONSISTING OF:
9/16" O.A. MONOLITHIC LAM. 3.0 MM ANNEALED GLASS
GLASS CONSISTING OF: AIR SPACE
�( 1/4" ANNEALED GLASS 4.7 MM ANNEALED
0.090" PVB 5AFLEX BY EASTMAN 0.095" 5ENTRYGLAS INTERLAYER BY DUPONT
OR BUTACITE BY DUPONT INTERLAYER 4.7 MM ANNEALED
/ 1/4" ANNEALED
DOW CORNING 9-1350 / \
SILICONE BEDDING i 0.500" GLASS
BITE
12
NOTE: GLAZING SHALL COMPLY WITH FBC i
SAFETY GLAZING REQUIREMENTS EXTERIOR INTERIOR
WHERE REQUIRED. GLAZING DETAIL 1
NOTE: GLAZING DETAIL 1 FOR USE WITH ALL
DOW CORNING 9-1350
SILICONE BEDDING , 0.500" GLASS
BITE
i
EXTERIOR INTERIOR
GLAZING DETAIL 4
NOTE: GLAZING DETAIL 4 FOR ET -UNITS &
CTC-UNITS ONLY. L.M.I. & S.M.I. RATED.
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HEET: 6 OF 7
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
413
I.G. GLASS STOP -INTERIOR
WOOD
ANDERSEN CORPORATION
5
GLASS STOP EXTERIOR
WOOD
ANDERSEN CORPORATION
5A
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.TRIMSTOP
LVL
ANDERSEN CORPORATION
IVV 1-
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
6 VINYL
3.112"
3.642"
0.037"
OFRAME - HEAD/JAMB
7 WOOD
0,994"
4.121"
10 INTERIOR LVL GLASS STOP HEAD 11 EXTERIOR LVL GLASS STOP
LVL LVL
0.719"
1.000" al 1.563"
-i.836"
OEXTERIOR FRAME AND FLANGE
VINYL
---11.277" 1.389"
2.335" 1.105"
L
OFRAME - HEAD
WOOD
f13
L
�5"5'
0. 035"
1.140'
OFRAME - SILL
2A WOOD
-- I 2.942" r
1.355"
4.116"
2B FRAME - JAMB O YG.OTRIM STOP 4A INTERIOR pRIOR GLASS STOP 4B INTEDRIOR GLASS STOP
WOOD2.943' 0.719" L-:i [- 0.500"
0.y{I 0.875"
1.360" 953" 1.000"
1.688"
4.122"
EXTERIOR GLASS STOP -HEAD 4, SILL O EXTERIOR GLASS STOP -JAMBS O EXTERIOR GLASS STOP
5 WOOD 5A WOOD 5B WOOD
/ 1 J__. 0.656" I
1.419"�
�`►f 1.419" 0.839"
0.832"
0.926�
7A FRAME - SILL O LVL FRAME - HEAD O LVL FRAME - TRIM STOP
WOOD LVL LVL
nZ=
OMONO. TRIM STOP
12 LVL
0.953'
2.142"
4.125"
0.688"
1.340" 1.140 I
1.688"
WINDOWS -DOORS
"YPORT. MN 55003-1096
PW(651)264.5L50 FX:(651)264-5485
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SHEET: 7 OF 7