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Product Approval Menu > Product or Application Search > Application List > Application Detail
oFFicE OF THE FL # FL12496-R3
SECRETARY Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Andersen Corporation
100 Fourth Avenue North
Bayport„MN 55003
(651) 264-5308
alan.barstad@AndersenCorp.com
Alan Barstad
alan.barstad@AndersenCorp.com
Steve Berg
100 Fourth Avenue North
Bayport, MN 55003
(651) 264-7425
steve.berg@andersencorp.com
Windows
Casement
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
95 Evaluation Report - Hardcopy Received
Hermes F. Norero, P.E.
PE-73778
Window and Door Manufacturers Association-QA
12/31/2018
Locke Bowden
lJ Validation Checklist - Hardcopy Received
FL12496 R3 COI Andersen COI SS 2015-02-23.odf
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
ASTM E1886
ASTM E1886
ASTM E1996
TAS 201
TAS 202
TAS 203
Year
2005
2008
�J
'1F9. Cod J
�"�
2002
2005
2002
1994
1994
1994
http://www.floddabuilding.org/prlpr app_dti.aspx?param=wGEVXQwtDgsjlXgYDJMD2bjKKWTO%2bGp/*2fU7ZLUo24zuVQro4zDj9FYQwp/o3d%3d 1/3
7/2e2017
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Produets
Florida Building Code Online
Method 1 Option D
04/24/2015
04/25/2015
04/28/2015
06/22/2015
FL #
Model, Number or Name
Description
12496.1
Perma Shield
Vinyl Clad Wood Casement Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL12496 R3 II AWD005 SS 2015-04-20.odf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. PE License# 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Refer to drawing (AWD005) for Design Pressure
FL12496 R3 AE PER3506 SS 2015-04-21.Ddf
Tables, Sheets 2-4 of 8. Refer to drawing (AWD005) for Frame
Created by Independent Third Party: Yes
Max Size, Sheets 2-4 of 8. Configuration: X, XX, XXX Glazing
1: 0.392" O.A. Laminated Glass comprised of: 0.154" Annealed
Glass, 0.090" PVB Interlayer by Dupont, 0.154" Annealed
Glass Glazing 2: 0.392" O.A. Laminated Glass comprised of:
0.154" Annealed Glass, 0.090" SentryGlas Interlayer, 0.154"
Annealed Glass
12496.2
Perma Shield (Impact)
Vinyl Clad Wood Casement Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12496 R3 II AWD019 SS 2015-04-20.Ddf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +70/-70
Evaluation Reports
Other: Refer to drawings (AWD019) for further limitations of
FL12496 R3 AE PER3507 SS 2015-04-21.pddf
use.
Created by Independent Third Party: Yes
12496.3
Perma Shield (Non -Impact)
Vinyl Clad Wood Casement Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12496 R3 II AWD027 SS 2015-04-20.Ddf
Approved for use outside HVHZ: Yes
Verified By: Hermes F Norero, P.E. Florida P.E. #73778
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Refer to drawing (AWD027), sheet 1, for Design
FL12496 R3 AE PER3508 SS 2015-04-21.odf
Pressure Table. Refer to drawing (AWD027) for further
Created by Independent Third Party: Yes
limitations of use.
12496.4
Perma Shield PG Upgrade (Non-
Vinyl Clad Wood Casement Window
Impact)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12496 R3 II AWD016 SS 2015-04-20.Ddf
Approved for use outside HVHZ: Yes
Verified By: Hermes F Norero, P.E. Florida P.E. #73778
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure:+70/-70
Evaluation Reports
Other: Refer to drawings (AWD016) for further limitations of
FU2496 R3 AE PER3509 SS 2015-04-21.Ddf
use.
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
' please click ere .
http://Www.floddabuilding.org/prlpr app_dti.aspx?param=wGEVXQwtDgsjlXgYDJMD2bjKKWTOg/o2bGg/g2fU7ZLUo24zuVQro4zDj9FYQwg/*3d*/o3d 2/3
7
RECEIN :D OU i `1 1011
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR CLIP 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 OFt1/21NCH 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. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY,
OR DIRECTLY INTO CONCRETE/MASONRY, USE ONE (1) 3116INCH
1TW TAPCON PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO
ACHIEVE 1-1141NCH MINIMUM EMBEDMENT. -
5. FOR INSTALLATION INTO 2X BUCK USE TWO (2) #8 WOOD
SCREWS OR ONE (1) #12 WOOD SCREW PER INSTALLATION CLIP
OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE.
6. FOR INSTALLATION THROUGH STEELSTUD USE TWO (2) #8
SELF -TAPPING SCREWS PER INSTALLATION CUP OF SUFFICIENT
LENGTH TO ACHIEVE 3THREADS MINIMUM PENETRATION
BEYOND STEEL 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 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. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000PS1.
C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90.
D. STEEL- MINIMUM YIELD STRENGTH OF 33 KS1. MINIMUM
WALL THICKNESS OF 0_033 MILS. (20 GA.)
ANDERSEN CORPORATION
PERMA SHIELD CASEMENT- IMPACT
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE STH EDITION
FLORIDA BUILDING CODE (FBC) ALSO WITH 2O12
INTERNATIONAL BUILDING CODE AND INTERNATIONAL
RESIDENTIAL CODES, 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 STEEL 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 15 NOT REQUIRED
TO PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: PONDEROSA PINE OR EQUAL.
7. GLASS MEETS THE REQUIREMENTS OF ASTME130D-04 GLASS
CHARTS. SEE SHEET 7 FOR GLAZING DETAILS,
S. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING.,
X.• OPERABLEPANEL
0: FIXED PANEL
9. CUSTOM SIZES AVAILABLE UPON REQUEST. CUSTOM DESIGN
PRESSURE WILL BE ASSIGNED EQUALTO NEXT LARGER
STANDARD SIZE.
10.IN ACCORDANCE WITH THE STH EDITION FBC WOOD
COMPONENTS SHALL BE PRESERVATIVE TREATED OR SHALL
BE OF A DURABLE SPECIES.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
D
GENERAL& INSTALLATION NOTES
--"2-
- C
- - - ELEVATIONS .6LHART(X)_
3
C
ELEVATION GCHART (XX)
4
C
ELEVATION BI CHART (XXX)
5
C
ELEVATIONS d ANCHOR LAYOUTS
6
C
VERTICAL SECTIONS
7
C
HORIZONTAL SECTIONS 6 GLAZING DETAIL
8
C
COMPONENTS & BILL OF MATERIALS
MISSILE IMPACT RATING
LARGE AND SMALL MISSILE
IMPACTRATED
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2015.04.20 18:40:44-04'00'
WINDOWS•000RS
100 FOURTH AVE N NORTH
BAYPORT, MN 55003-ID96
PH:(651)264-5150 FX:(651)264 5485
LU h
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DWG#:
AW0005
SHEET: 1 OF Q
-7
Design Load Capacity(Single Units) UNIT MAX. Hnaersen.
Venting(x) Stationary(o) WIDTH M
Window Description Unit Width Inches Units HT. Inches Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 SASH MAX.
Ext.(-) Int.(-) Ext.(+) Int.(-) Ext.(+) Int.(-) Ext.(-) Int.(-) WIDTH 30"
CR12 17" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 01.0 MAX. WINDOWS -DOORS
CN12 20-1/2" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 WIDTH 27 1/8"
100 FOURTH AVE N NORTH
C12 24-1/8" 24-1/8" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 BAYPORT, MN 55003-1096
CW12 28-318" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 D E PH,. (651) 26"150 FX:(651) 2643005
CX12 31-1/2" 67.0 82.0 50.0 65.01 67.0 82.0 50.0 65.0
CR325 17" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0
h
CN125 20-1/2" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 * F- Z # o
H�0
C125 24-1/8" 28-3/8° 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 UNIT G U) aL
= J
CW125 28-3/8' 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 MAX. F"' SASH MAX. Q u d m
HEIGHT 6 6 HEIGHT v
CX125 31-1/2" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 0 Z u 2
71 7/8" Ga. F "x" 70 5/16" -1 -Z o W u
CR13 17" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 6 b wIn
D.L.O. MAX. N Z T Z a m
CN13 20-1/2' 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 HEIGHT = °o t_4
C13 24-1/8" 35-15/16" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 67 1/16" ¢ W K R
CW13 28-3/8" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 Q C ~ a
w
CX13 31-1/2" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 HH W
'�=�
CXW13 35-15/16" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 F-0-
n00
�.
CR135 17' 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 a
LN135 20-1/2" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 o
5 5 ¢ o N
C135 24-1/8" 40-13/16" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 o ri
CW135 28-3/8" 67.0 82.0 50.0 65.0 67.0 82.01 50.0 65.0
CX135 31-1/2"- - _ 67.0 _ 82.0 50.0 65.0 67.0 82.01 50.0 65.0 ELEVATION m
CXW135 35-15/16" 67.0 82.0 50.0 65.0 - 67.0 - 82.0 50.0 - -65.0 _ _ CX16 _ (n
CR34 17" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 - - - - - - - -Z - __ m_
CN14 20-1/2" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0
C14 24-1/8" 48" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.01 UNIT MAX. O Z O
CW14 28-3/8" 67.0 82.0 50.0 65.01 67.0 82.0 50.0 65,0 SASH MAX. WIDTH 35 15/16 O _
CX14 31-1/2" 60.0 65.01 50.0 65.0 60.0 65.0 50.0 65.0 WIDTH 34 3/4"' D.L.O MAX. H 4Zi w
CXW14 35-15/16" 60.0 65.0 50.0 65.0 60.0 65.0 50.0 65A WIDTH 319/16" > o
CR145 17" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 w N u
CN145 20-1/2" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 D E 0
0
d45 24-1/8" 52-13/16" 67.0 82,0 50.0 65.0 67.0 82.0 50.0 65.0 5 5 In N
CW145 28.3/8" 67.0 82.0 50.0 65.0 67.0 82.0 50.0 65.0 U
In
CX145 31-1/2" 60.0 65.0 50.0 65.0 67.0 71.0 50.01 65.0
CXW145 35-15/16" 60.0 65.0 50.0 65.0 60.0 65.0 50.0 65.0 UNIT
CR15 17' 67.01 82.0 50.0 65.0 67.0 82.0 50.0 65.0 MAX. Fa• G SASH MAX. Z
CN15 20-1/2" 64.0 68.0 50.0 65.01 67.0 82.0 50.0 65.0 HEIGHT 6 6 HEIGHT
R
C15 24-1/8" 59-7/8" 64.0 68.0 50.0 65.0 67.0 82.0 50.0 65.0 5213/16" b 6 x 513/4" i*
CVJ15 28-3/8" 64.0 68.0 50.0 65.0 67.0 71.0 50.0 00 D.L.O. MAX. � �(�..•' "•a .
CX15 31-1/2' --- --- 50.0 65.0 --- --- 50.0 65.0 HEIGHT O ' • �
CR155 17" 60.0 65.0 50.0 65.0 67.0 71.0 50.0 65.0
CN155 20-1/2" 60.0 65.0 50.0 65.0 67.0 71.0 50.0 65.0 �" �•
C155 24-1/8" 64-13/16' 60.0 65.0. 50.0 65.0 67.0 71.0 50.0 65.0 % �
CW155 28-3/8" 60.0 65.0 50.0 65.0 67.0 71.0 50.0 65.0 �1��••••.
CX155 31-1/2" --- --- 50.0 65.0 --- --- 50.0 65.0 A B
CR16 17" 61.8 65.6 50.0 65.0 67.0 71.0 50.0 65.0 5 5 ' 7A * PRO
CN16 20-1/2" 60.0 65.0 50.0 65.0 67.0 71.0 50.0 65.0 Do m t 1
C36 24-1/8" 71-7/8" 60.0 65.0 50.0 65.0 67.0 7L) 50.0 65.0 ELEVATION ¢ � " = u z
CW16 28-3/8° 60.0 65.0 50.0 65.0 60.0 65.0 50.0 65.0 0 p III u V)
CX16 31-1/2" --- --- 50.0 65.0 --- --- 50.0 65.0 CXW145 DWG#:
TABLE 1 - DESIGN LOAD CAPACITY
FOR SINGLE UNITS
20F8
Andersen.
1109
WINDOWS -DOORS
too FOURTH AVE N NORTH
BAYPORT-6W 55003-1096
PH: (651) 264-5150 FX: (65p 264-5485
Z
M
UNIT MAX.
WIDTH 56 1/2"
SASH MAX. SASH MAX.
WIDTH 27 7/32" WIDTH 27 7/32"
D.L.O. MAX. D.L.O. MAX.
WIDTH 24" E WIDTH 24"
5
5
W
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Ur m
m Z< m
m o Z N
Q m ui o
ex a
Design Load Capacity(Double Units)
V
m
UNIT
MAX. - D.L.O. MAX.
HEIGHT - X HEIGHT
71 7/8" Gam. F x„ C 67 1/16" -
6 b 6 SASH MAX.
Fo, G HEIGHT
6 6 70 5/16"
A B
-Z
O
H
W
N
1�•
-
Z
w
o
O
m
o
0
5 5
ELEVATION
CW26
z
���0 �.
��
lL
�!y •• ~
I •• W
PRE %%
TABLE 2 - DESIGN LOAD CAPACITY
FOR DOUBLE UNITS
¢ 0
T
3
o
�A
i 1
_
..
Z
DWG #:
A W D005
SHEET: 3 OF 8
Window
Descripilan
Unit Width
Units HT.
xx, ox, xo or co
Inches
Inches
Glass Type 1
Glass Type 2
Ext.(•)
Int.(-)
Ext.(+)
Int.(-)
CN22
40 3/4"
24-1/8"
67.0
71.0
50.0
65.0
L22
48"
67.0
71.0
50.0
65.0
LW22
56-1/2"
67.0
71.0
50.0
65.0
LN225
40 3/4"
28-3/8"
67.0
71.0
50.0
65.0
L225
48°
67.0
71.0
50.0
65.0
LW225
56-1/2"
67.0
71.0
50.0
65.0
CR23
33-3/4"
35-15/16"
67.0
71.0
50.0
65.0
CN23
40-3/4°
67.0
71.0
50.0
65.0
C23
48"
67.0
71.0
50.0
65.0
LW23
56-1/2"
67.0
71.0
50.0
65.0
Q2235--
33-3/4"
40 13/16"
67.0
71.0
50.0
65.0
LN235
40-3/4"
67.0
71,0
50.0
65.0
C235
48"
67.0
71.0
50.0
65.0
CW235
56-1/2"
67.0
71.0
50.0
65.0
LR24
33-3/4"
4B„
67.0
71.0
50.0
65.0
CN24
40-3/4"
67.0
71.0
50.0
65.0
C24
48"
67.0
71.0
50.0
65.0
CW24
56-1/2"
67.0
71.0
50.0
65.0
CR245
33-3/4"
52-13/16"
67.0
71.0
50.0
65.0
CN245
40-3/4"
67.0
71,0
50.0
65.0
L245
48°
67.0
71.0
50.0
65.0
LW245
56-1/2"
67.0
71.0
50.0
65.0
CR25
33-3/4"
59-7/8"
67.0
71.0
50.0
64.0
CN25
40-3/4"
63.7
67.5
50.0
64.0
L25
48"
60.0
64.0
50.0
64.0
LW25
56-1/2"
60.0
64.0
50.0
64.0
CR255
33-3/4"
64-13/16"
60.0
64.0
50.0
58.0
CN255
40-3/4"
60.0
64.0
50.0
58.0
C255
48"
55.0
58.0
50.0
58.0
LW255
56-1/2"
50.0
52.0
50.0
52.0
CR26
33-3/4"
71-7/8"
58.0
62.0
50.0
65.0
CN26
40-3/4"
55.0
58.0
50.0
65.0
L26
48"
55.0
58.0
50.0
58.0
CW26
50.0
52.0
-
Design
Load Capacity(Triple Units)
Window
Unit Width
Units HT.
xxx,x0x,x0o,xx0,a00,0xx,00x,0x0
Description
Inches
Inches
Glass Type 1
Glass Type
2
Ext.(-)
Int.(-)
Ext.(+)
Int.(-)
CN32
61"
24-1/8"
67.0
71.0
50.0
65.0
C32
71-7/8"
67.0
71.0
50.0
65.0
CW32
84-5/8"
60.0
64.0
50.0
64.0
CN325
61"
28-3/8" -
67.0
71.0
50.0
65.0
C325
71-7/8"
67.0
-71.0-
-50.0
-65.0
CW325
84-5/8"
60.0
64.0
50.0
64.0
CN33
61"
35-15/16"
67.0
71.0
50.0
65.0
C33
71-7/8"
67.0
71.0
50.0
65.0
CN335
61"
40-13/16"
67.0
71.0
50.0
65.6
C335
71-7/8"
67.0
71.0
50.0
65.0
CN34
61"
48
67.0
71.0
50.0
65.0
C34
71-7/8"
60.0
64.0
50.0
64.0
M345
61"
52-13/16"
67.0
71.0
50.0
65.0
C345
71-7/8"
60.0
64.0
50.0
64.0
CN35
61"
59-7/8"
67.0
71.0
50.0
65.0
C35
71-7/8"
60.01
64.0
50.0
64.0
TABLE 3 - DESIGN LOAD CAPACITY
FOR TRIPLE UNITS
SASH MAX.
WIDTH 22 31/32"
D.L.O. MAX.
WIDTH 19 3/4"
UNIT
MAX .- - - -- -
HEIGHT G„ F
59 7/8" 6 6
UNIT MAX.
WIDTH 717/8"
E D.L.O. MAX.
5 WIDTH 19 3/4
D
5
SASH MAX.
WIDTH 22 31/32"
D.L.O. MAX.
WIDTH 19 3/4"
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ANCHOR LAYOUT
SEE ANCHOR
SCHEDULE BELOW
I
F
SEE ANCHOR ~�
SCHEDULE BELOW SEE ANCHOR
SCHEDULE BELOW
ANCHOR LAYOUT
SEE ANCHOR
SCHEDULE BELOW
SEE ANCHOR
SCHEDULE BELOW
SEE ANCHOR rL
SCHEDULE BELOW
ANCHOR LAYOUT
SEE ANCHOR
SCHEDULE BELOW
SEEANCHOR
SCHEDULE BELOW
WINDOWS -DOORS
100 FOURTH AVE N NORTH
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SUBSTRATE
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EMBEDMENTDISTANCE
MAX. O.C.
O.C. DISTANCE
DISy
F
CLIP
(in.)
(in.)
DISTANCE (in.)
(in.)
JAin.%
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2
WOOD
#8 WOOD ANCHOR
1.50
0.75"
15.8"
24"
1
WOOD
#12 WOOD ANCHOR
1.50
0.75"
15.8"
16"
m
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1.25
2.50
15.8"
24"
12"
2
STEEL STUD
1 8 SELF -'A "NG3
THREADS
1 N/A
15.8"
1 24"
12" 1
nu2r
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OF
CAULK BETWEEN
CONCRETE/ MASONRY BY OTHERS
CONCRETE/ MASONRY BY OTHERS
TAPCON
3/1I" ITA
CONCRETE/ MASONRY & 2X
CATION
21/2" MIN.
WOOD BUCK BY OTHERS
1 1/2" MIN EMBEDMENT
CAULK BETWEEN
ANCHOR
C
EDGE DISTANCE
CONCRETE/ MASONRY & IX
ONE PER
2X WOOD BUCK
WOOD BUCK BY OTHERS
CLIP
3/4" MIN.
BY OTHERS
EDGE
3/4" MIN
1X WOOD BUCK
DISTANCE
CAULK BETWEEN .
• '0: EDGE DISTANCE
BY OTHERS
FIN & 2X
WOOD BUCK
CAULK BETWEEN
1/4" MAX.
FIN & IX
11/4" MIN.
EXTERIOR FINISH
SHIM SPACE
WOOD BUCK
EMBEDMENT
BY OTHERS
EXTERIOR FINISH
BY OTHERS
1
PERIMETER CAULK
2
#8 WOOD SCREW
1
26 1/4" MAX.
BY OTHERS
22 INSTALLATION ANCHOR
16
_
3 SHIM SPACE
25A 16
1� TWO (2) PER CLIP
O.A.
O.A.WINDOW
W
11
9 INTERIOR
`
HEIGHT 11 /
HEIGHT
EXTERIOR
9 INTERIOR
18
EXTERIOR
7
SEE GLAZING
SEE GLAZING
DETAILS
DETAIL2
p VERTICAL SECTION NOTE: WHEN USING INSTALLATION
E VERTICAL SECTION
CLIP, ITEM # 27, USE OF THE
5 HEAD - 2X WOOD FRAME
NAILING FIN IS REQUIRED.
5 HEAD- SX
WOOD/CONCRETE/MASONRY
INSTALLATION CUP
INSTALLATION CLIP
SEE GLAZING
r?
DETAIL I
� 12
O.A. WINDOW EXTERIOR
HEIGHT
INTERIOR
3/16" ITW TAPCON
11
10
INSTALLATION ANCHOR
O.A.
ONE (1) PER CLIP
WINDOW
7
16 26
1/4" MAX.
HEIGHT
1
SHIM SPACE
PERIMETER CAULK -
BY OTHERS
"'� •
' '• ' ' ' :•. %= " :� 9., x • '•
11/4" MIN.
EXTERIOR FINISH
PERIMETER CAULK
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EMBEDMENT
BY OTHERS
BY OTHERS
' ' " • •. '.< ' •' •'
CAULK BETWEEN
° ' •
21/2" MIN. EDGE
FIN & 2X WOOD BUCK
DISTANCE
2X WOOD BUCK BY OTHER
CAULK BETWEEN
PRECAST ILL
BY OTHERS
VERTICAL SECTION
CONCRETE/ MASONRY & 2X
A
WOOD BUCK BYOTHERS
5
SILL - PRECAST CONCRETE
INSTALLATION CLIP
SEE GLAZING
DETAIL 2
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#12 WOOD SCREW
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#8 SELF -TAPPING SCREW
INSTALLATION ANCHOR
TWO (2) PER CLIP
20 GA. STEEL STUD
FRAMING BY OTHERS
3 THREADS MIN.
PENETRATION BEYOND
STEEL FRAME
1/4" MAX.
SHIM SPACE
INTERIOR
BY OTHERS
CAULK BETWEEN
FIN & SHEATHING
EXTERIOR FINISH 25 2 7 11
BY OTHERS
PERIMETER CAULK O.A. EXTERIOR
BY OTHERS WINDOW
WIDTH
F HORIZONTAL SECTION
6 JAMB - STEEL STUD FRAME
INSTALLATION CUP
INTERIOR
C HORIZONTAL SECTION
6 VERTICAL POST
1/4" MAX'
Andersen.
SHIM SPACE
1 1/4" MIN.
EMBEDMENT
3/16" IOW TAPCON
llwu
INSTALLATION ANCHOR
CONCRETE/ MASONRY BY OTHERS
ONE (1) PER CLIP
WINDOWS -DOORS
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2 1/2" MIN,
100 FOURTH AVE N NORTH
BAYPORT, MN 55003.1D96
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0.392" O.A. LAMINATED GLASS 0.392" O.A. LAMINATED GLASS Z m
CONSISTING OF: CONSISTING OF:
ANNEALED154" ANNEALED GLASS, ''� 0.090" BUTACITE PVB BY DUPONT INTERLAYER, 0,090" SENTRYG AS BY DUPONT INTERLAYER,
0.154" ANNEALED GLASS 0.154" ANNEALED GLASS �.� ..... §
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EXTERIOR EXTERIOR ^&
LL , g
(Ag:
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BITE BITE T1 tL
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o u
GLAZING DETAIL 1 GLAZING DETAIL 2 DWG#:
SHEET: 7 OF
OFRAME HEAD/SILL O FRAME SIDE
WOOD WOOD
OEXTENSION JAMB O MULLION POST CASING
WOOD WOOD
1 M.
4 .:1
OMULLION ,•
•��imamm,
BILL OF MATERIALS
NO
PART NUMBER
DESCRIPTION
MATERIAL
MANU ACTURER
1
30835
FRAME HEAD/SILL
WOOD
ANDERS N
2
30838
FRAME SIDE
WOOD
ANDERSEN--
3
EXTENSION JAMB
WOOD
ANDERSEN
4
30839
MULLION POST
WOOD
ANDERSEN
4A
MULLION CLADDING
WOOD
ANDERSEN
5
30056
MULLION POST CASING
WOOD
ANDERSEN
SAS C A I G
PVC
ANDERSEN
7
3 016
SASH PAIL/STILEPAIL/STILE
WOOD
ANDERSEN
8
3 8 7 8
TRIM STOP JAMB
00
A RS N
9
30840 41
TRIM STOP AD
WOOD
AN RS N
10
30842-4
TRIM STOP SILL
0 D
ANDERSEN
11
30184
___3Z_8T9710
GAZING BEAD
PVC
2
ROTO OPERATOR
STEEL
AMEROCK CO
13
30442
5 UGG R
A UMI UM
14
#8 X 2'
SNUGGER SCREW
5
30053
STATIONARY SASH CLIP
GA V. STEEL
HINGES
5
A ROC COR .
17
LOCK WKEEPERS ON SASH
STEEL
AMEROCK CORP.
18
30213 TI4
WEATHER STRIPPING
20
30871
SASH REINFORCI G BAR
ALUMINUM
21
48 X 5 8"
R INFORCING BARSCR W5
22
BRAD NAILS 1-1 2" LONG
GALV.STEEL
23
30172
FOAM W ATH R5TRIPPING
24
25
30023
FRAME JAMB VINYL CLADDING
PVC
ANDERSEN
25A
30023
FRAME HEAD SILL VINYL CLADDING
PVC
ANDERSEN
26
INSTALLATION CLIP
304 SS
27
INSTALLATION CLIP
304 5S
WINDOWS -DOORS
100 FOUOTH AVE N NORTH
RAMAT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 2645485
F "O
W U itR
¢ ¢ H ViDO
oZZ¢ p¢u
PWi Z i p T rJI DO W w
Zam z DO
uj
tii �m ¢ ]w¢
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F-d at
a
NOTE: ALL WOOD TO BE I (f)
PONDEROSA PINE OR EQUAL Z
SASH CLADDING SASH RAIL/STILE TRIM STOP JAMB O o
O O O O TRIM STOP HEAD O TRIM STOP SILL O GLAZING BEAD W
Svc WOOD WOOD i
wooD 10 wooD 11 PVC J—►
o
1.900" 2.000° 2.000" 1 2.000" 06"
.0
.900" LJJ wpV
�a
-0.890
1.352" 0.891' � 1.40.766"�
4A M)ULLION CLADDING
2.520"—I
2.062"
15 STATIONARY SASH CLIP O SASH REINFORCING BAR O FRAME HEAD/SILL VINYL CLADDING
GALV. STEEL 20 ALUMINUM 25 FRAME JAMB VINYL CLADDING 25 PVC 2,713"
3.000"
0.543"
0 0 2.780"
1.593" D 0.23W 2.530"
D D 26 INSTALLATION CLIP
0.019" INSTALLATION CLIP
3.000"--{
0 0 0=
1.500" O
O p
10.210"
(TYP.) 0.188"
0.024"
27 30455
6.375"
0.024"
1.500"
�/ ® ®m® 0) ®0®(Do
00.188"
(TYP.)
' d se
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NG #:
A W D005
iEET: 8 OF Q