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• FL# FL12496-113
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Andersen Corporation
Address/Phone/Email 100 Fourth Avenue North
Bayport,MN 55003
(651)264-5308
alan.barst d And r a @ ersenCo .com
P
Authorized Signature Alan Barstad
alan.barstad.@AndersenCorp.com
Technical Representative Steve Berg .
Address/Phone/Email 100 Fourth Avenue North
Bayport,MN 55003
(651)264-7425
steve.berg@andersencorp.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Casement
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F.Norero,P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Certificate of Independence FL12496 R3 COI Andersen COI SS 2015-02-23.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1886
ASTM E1996 FILL uopoolf
TAS 201 1994
TAS 202 1994
TAS 203 1994
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7/28/2017 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/24/2015
Date Validated 04/25/2015
Date Pending FBC Approval 04/28/2015 .
Date Approved 06/22/20IS
Su mniar of Products
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.Ddf
Approved for use outside HVHZ:Yes Verified By:Hennes 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 B.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 pdf
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.Ddf
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 RE.#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 FL12496 R3 AE PER3509 SS 2015-04-21.Ddf
use. Created by Independent Third Party:Yes
Heck Vert
Contact Us::2601 Blair Stone Road.Tallahassee K 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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 mail.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 be .
http://www.floridabuilding.org/pr/pi app dtl.aspx?param=wGEVXQwtDgsjlxgYDJMD2bjKKWTO'/o2bG%2fU7ZLUo24zuVQro4zDjgFYQw°/a3d%3d 2/3
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_ Product Approval Accepts:
Credit.Card
Safe
http://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsjlXgYDJMD2bjKKWTO%2bG%2fU7ZLUo24zuVQro4zDj9FYQw%3d%3d 313
MULTIPLE MODULES
ACCEPTABLE MULLION SPAN
lu
MULLION SPAN � o
' HORIZONTAL � 1
HORIZONTAL MULLION Nm
ANDERSEN CORP. ANDERSEN CORP. MULLIONZ ti i
INDOW VA? IN Q
MULTIPLE MODULES /' SEE W SEPARATE SEE SEPARATE VERTICAL 2 N
ACCEPTABLE 'APPRbVAL APFPs6VAL MULLI'0O�aDI,, a ry 3/ '/• ANGER O G o
y
SEE SEPARATE CL
APPROVAL �p �,
-Z VERTICAL
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MULLION a5,
m O MULLION
a G.
z MULLLIION �CAL Oy U R
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ANDERSEN CORP. ANDERSEN CORP. ANDERSEN CORP. ANDERSEN CORP. ANDERSEN CORP. ANDERSEN CORP. ANDERSEN CORP. Z
WINDOW/ODOR WINDOW/DOOR WINDOW/DOOR WINDOW/DOOR WINDOW/DOOR WINDOW/DOOR WINDOW/DOOR z SEE SEPARATE SEE SEPARATE SEE SEPARATE SEE SEPARATE SEE SEPARATE SEE SEPARATE SEE SEPARATE
APPROVAL APPROVAL APPROVAL APPROVAL APPROVAL APPROVAL APPROVAL W o
Ll
a o
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111 j V¢ul
J 2 Z Z R
r'2 1
MULUON SPAN U)
TYPICAL MULLION HO
ARRANGEMENT IZONTAL LJI w o
R O
MU ON N
NARROW STEEL MULLION SYSTEM 3 Da
RP,E AND R5N O s®
WINDOW FRAME MEMBERS INCLUDED IN PROPERTIES A ND
DESIGN LOAD RATING FOR THIS MULLION TO BE AS PER CHARTS APPREP
OVAL Z
SHOWN ON SHEETS 4 AND 5. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. -
APPROVAL APPLIES TO MULLIONS COMBINATIONS'WITH FRAME MEMBERS OF AND CAN BE USED WITH ALL F.B.C. APPROVED O
AN CORPORATION WINDOW AND DOORS IN ANY COMBINATIONS IMPACT AND NON-IMPACT RESISTANT PRODUCTS"
SEE SHEET 2 FOR WINDOW FRAME MEMBER DETAILS.
SEE SHEET 3 FOR DOOR FRAME MEMBER DETAILS. VERTICAL VERTICAL
SEE SEPARATE APPROVAL FOR WINDOW/DOOR ANCHORS AND DESIGN LOAD CAPACITY.
MULLION MULLION
LOWEST VALUE RESULTING FROM MULLION, WINDOW OR DOOR APPROVAL
WILL APPLY TO ENTIRE SYSTEM. O
' U THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE y
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ANDERSEN CORP. ANDERSEN CORP. ANDERSEN CORP. e1
HURRICANE ZONE(HVHZ). WINDOW/DOOR WINDOW/DOOR WINDOW/DOOR
SEE SEPARATE 'SEE SEPARATE SEE SEPARATE '
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE .APPROVAL APPROVAL APPROVAL
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER 11-IfE9
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEERCOATIS TO THE STRUCTURE, IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC
PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O.
OR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND
TO HORS WEMATERIAL SHAL BE AS L BE BEYONDEWALL COVVERING SHOWN N(STU CO,TILE EETC.. B-I HE�sF T IS PRODUCT BASED ON FROM HIE PRODUCT
o romTNE DETAILED ♦♦♦`J,,T TnnI(I�'AA''// m 4
♦ Yam.... /
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ON THIS DOCUMENT. %10ENBE
ARE NOT PART OF THIS APPROVAL. C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF - d�
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS.INTO WOOD ONLY. ALTERED BY ANY MEANS.
D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED T,�j
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ENGWEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
REQUIREMENTS OF THE FLORIDA BUILDING CODE. USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED
ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT To THIS UTTER THE SITE Oq�'. g• •E OF drawing no.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY'VISIBLE LOCATION SPECIFIC DRAWINGS FOR RENEW. ryry M15-03
ILABWNGRDTO COMPANCE LY WITH SECTION SECTION •1 3 8.2FLORIOA BUILDING CODE. E TTHHE PROFESSIONAL ENNGINIS P.E.D.SHALL BEAR EEER OHE F RECORD THAE AND T PREPARED IT SEAL AND.
OF FL '1! /2O �p,A`"•(�l�`♦♦♦♦
'9 1 sheet 1 of 11
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CASEMENT AWNING TILT-WASH DOUBLE HUNG WOODWRIGHT DOUBLE HUNG SPECIALITY DIRECT SET (CTC & CTQC) Q�j a u
FRAME HEAD/SILL FRAME JAMB , FRAME HEAD FRAME HEAD/JAMB FRAME SILL 0 C 't
30835 30836 WOOD 27230 0 a c WOOD WOOD WOOD O
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v1ALITY DIRECT SET (CTN) Z dZov
CASEMENT AWNING TILT-WASH DOUBLE HUNG TILT-WASH FIXED WOODWRIGHT FIXED SPECIALITY 0_' o m
FRAME JAMB FRAME HEAD/ II,{, FRAME JAMB FRAME HEAD/SILL/JAMB FRAME HEAD/SILL/JAMB FRAME SILL p U s
30838 30838 - - 27122 - ¢ -
WOOD - WOOD WOOD W000 WOOD WOOD j Z n
m 41 o
L-- r 966 3.727 J QW
I-2.942 W o o=O O3.797 1.060
3 Q�mk
.7119- 1.3I60 1.294 ,7 1.391 .70 5 �5 ¢ O
1�-3.644 4.125 2.500--i 4.007
PSNL CASEMENT PICTURE, FLEXIFRAME FIXED SPECIALITY DIRECT SET (ET)
FRAM H eD/SI /AMB FRAM H eD/ I /AMB AME FR HEAD/SILL/JAMB FRAME SILL
WOOD WOOD 53103
WOOD WOOD _ c
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CASEMENT PICTURE (P) �� �.''T}CENB�c'•;'C7�� °
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FL #17720 �777;j70iVAL ��� sheet 2 of 11
5.794
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2.655 N
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GLIDING DOOR FRAME HEAD HINGED DOOR HEAD/JAMB (OPERATING/STATIONARY) OUTSWING DOOR HEAD/JAMB (OPERATING/STATIONARY) h
52253 57019 O '�
WOOD WOOD WOOD
Q CLQp
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HINGED HEADfJAMB GOVER ()PERATING/STATIONARY) OUTSWING HEAD/JAMB COVER (OPERATING/STATIONARY) N O 0 1 T
s222s 57031 N o z M
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8.000 TYP.
:i0•• 131"•cOF � drawing no.
NARROW MULLION ��i s•••'•••••' �G�� M 15-03
ZINC PLATED STEEL - FL #1772O
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF
W/O INTERMEDIATE HORIZONTALS W/O INTERMEDIATE HORIZONTALS P//0 INTERMEDIATE RORIZONTAIS �4� o
WINDOW DIMS. I EM.(+) WINDOW DIMS: I ExT. (+) WINDOW DIMS. EXT. (+)
WIDTH (W) MULL SPAN INT, (-) WIDTH (W)IMULL SPANI INT. (-) WIDTH (W)IMULL SPAN INT.
12' 100.0 12" 100.0 12' 71.6 o
15' 100.0 15" B5.3 15" 58.0
18" 10000 18" 72.5 IS' 120" 49.0
21" 94.2 21" 63.4 21" 42.6 om
24' 85.0 24" 56.7 24" 37.8 °
27" 78.0 27" 84" 51.4 27" '34.1 It o
30' so" 72.5 JO" 47.3 12" 68.0 V b
37" 68.2 33° 44.0 15` 55.1
W1 W2 m c
35' 64.8 36" 441 15" 125" 46.5 Q y Q 6 ti
39' 62.0 39" 38.9 21' 40.4 Q W y
42" 5918 12' 97.1 24' 35.8 Q ?�
45" 58.0 15" 79.1 27" 32.2 ;fir„ LL 2 W o
48' 56.7 18' 67.2 12" 64.8 J ZVZ'
12' 100.0 21" 58.7 15` 52,4 Q W el
15' 100.0 24" 90" 52.3 18" 132"
18" 95.4 27" 47.4 21" 38.1 Z
21" 84.0 30" 43.5 24" 33.4 O
24' 75.6 33" 40.4 12" 60.6 W Q S O
27" 69.1 36" 37.8 15" 48.5 s52G•, } 0 Oa M V
30" 66' 64.0 12" 90.7 18" 138" 40.5 1n IL Z o0
33" 59.9 15" 73.5 21" 34.8 - ZO O Li1
36" 56.7 18' 82.5 24" 30.5 0 Q m
39' S4.0 21" 54.5 12" 55.3 MULLION SPAN Z) Z 2
42" 51.8 24' 96" 48.6 15" 44.3 0 O F V
45 50.0 27' 44.0 18" 144" 37.0 Li O¢
w W I O
48° 48.6 30' 40.3 21" 31.7 (W) = wt +W2 N �ZZ p "
12" 100.0 33" 37.3 L24" WIDTH 27.8 2
15" 100.0 36" 1 34.9 O OO
18" 86.3 12" 85.0
21' 75.8 15' 69,1 ..
24' 68.0 18° 102' 58.6 ,
27" 62.0 21' 51.0 -�
30' 72" 57.3 24" 45.3
M. 53.5 27" 41.0
36" 50.4 30" 37.5 .
39" 47.0 33" 34.7 o
42" 45.7 12' 80.0
45" 4460 15" 65.0 `u
N
48' 42.5� iB' 54.9 m
12"' 10060 21' 108" 47.8
15" 92.6 24" 42.5
N
18° 78.8 27' 38.4
0
21' 69.1 30' 35.1
'S
24' 61.8 12" 75.6
27' 55.2 15' 61.3 11111111111rr
30" 78' 51.5 18" 51.8
33" 48:2 21" 114" 45.1 - - `��� �•V F'• �� °� 393
'• CENy" � 3
36` 452 24" 40.0, :i a
39" 42.9 27" 36.1 2 N0.70b92 }`
42' 40.9 30" 33.0 - '• ,��aj�= 4
q•,• 'c OF 'G(t`� drawing o no.
.!2oa.on: �i�,` M 15-03
FL #17720 'r .......
�11Y` finest 4 of 11
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY,- PSF DESIGN LOAD CAPACITY - PSF
WITH INTERMEDIATE HORIZONTALS MTH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS �� o
WINDOW DIMS. EXT..(+) WINDOW DIMS. EXT. (+) WINDOW DIMS. EXT. (+) N
WIDTH (W)IMULL SPANI INT. (-) WIDTH (W)MULL SPANI INT. (-) WIDTH (W)MULL SPAN INT. (-) T
12" 100.0 12" 100,0 12• 71.6
k m z
15' 100.a 15' BS.J_ 15" 57.5 f. ro 3
18° 100.0 18" 72.5. IS" 120" 48.0 a O o
21" 94.2 21" 6J.4 21" 41.1 z C w
24• 85.0 za• se.7 24" 36.0
27' 78.0 27" 84' 51.4 _ 27" 32.0 i' �•O �`
30' 60' 72.5 30' 47.J 12" 65.3
33" 68.2 33' 44.0 15" 52.2 O.
cM 0
36' 64.8 35" 41.2 18" 126• 43.5 C IL Q G .g
39' 62.0 39" 38.9 21" 37.3 C)W W Im
42' 59.8 12" 97.1 24" 32.7 1
W7 W2 Q 3 LL A
45" 58.0 15" 79.1 27' 29.0 2!y_a
48' 56.7 18• 67.2 12" 59.5
12• 100.0 21" 55.7 15" 47.6 Q
MULLION SPAN
15• 100.0 24" 90" 52.3 18' 132" 39.7 O
18" 95.4 27" 47.4 21• 34.0 - z
21' 84.0 30" 43.5 24' 29.8 _ �p
24' 75.6 33" _40.4 12" 54.4 '� W H O
27' 69.1 36" 1 37.8 15" 43.6 } _O I z
cL 30' 66• 64.0 12" 903 18• 138' 36.3 to OC z o
1• 59.9 15• 73.8 21' 31.1 „ „ ZO O lal
36" 56.7 18• 62.5 24" 27.2
39' 54.0 21' 54.5 12• 49.7 m
42' 51.8 24' 96" 48.6 15" 39.8 J VI j' Y .
1. 50.0 27• 44.0 18' 144' 33.2 w O O
•'
w W w 8
1• 48.6 .10" 40.3 21" 28.4 U) oo¢is
12" 100.0 33" 37.3 24• 24.9 3 m
15" 100.0 36" 34.9 O O
18" 86.3 .12" 85.0 �ii!'. :ii!•. 0.®
21' 75.8 15" 69.1
24" 68.0 18" 58.5 O
102'
30• 72• 57.3• 24" 45.3
33' 53.5 27" 41.0
30, S0.4 30" 37.5
39" 47.8 33" 1 34.7
42• 45.7 12' 80.0
45" 44,0 15" 65.0 u
48' 42.5 18" 54.9
I�
12" 100.0 21" 108' 47.8 MULLION SPAN
15' 92.6 24' 42.5
y
18" 78.8 27" 38.4 a .
21' 69.1 30" 35.1 WIDTH (W) W1 + W2 .�
24" 61.8 12' 75.6 2 c
27• 56.2 15" 61.3 1`11111111111j7j' O
30' 78' 51.8 18' 51.8 - �` ......
33" 48.2 21" 114, 45.1 �� ��•'1}CENBE':�+�i
36• 45.3 24" 39.9
N0.70682 I $
39' 42.9 27" 35.5
42" 40.9 30" 31.9
.O Sl..Lw drawing no.
,,�s•••......... G��. M 15-03
FL #17720 777Sj t sheet 5 of 11
#10 x 2-1/4"SCREWS #to x 2-1/4^scREws
#10 X z-1 a"SCREWS
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AND 16"O.C. MAX, AND 16"O.C. MAX. AND 16"O.C. MAX.
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ENGINEERS&PRODUCT DEVELOPMENT
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