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Product'Np rgtal Menu > Pj.9& t or Applic: ign Ser,� > hpgii_ratioi7,,,l.jq > Application Detail
FL # FL5167-1112
Application Type Revision
Code Version 2010
Application Status Ap roved
*Approved by DCA. Approvals by DCA shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Simonton Windows
1 Cochrane Ave
Pennsboro, WV 26415
(800) 746-6687 Ext2329
tiffanyjavies@simonton.com
Tiffany Davies
tiffany—davies@simonton.com
Tiffany Davies
PO Box 1646
5300 Briscoe Road
Parkersburg, WV 26102
(800) 542-9118 Ext9329
tiffany_davies@simonton.com
AAMA
1827 Walden Office Square
Suite 550
Schaumburg, IL 60173
(847) 303-5664
webmaster@aamanet.org
Windows
Double Hung
Certification Mark or Listing
American Architectural Manufacturers Association
American Architectural Manufacturers Association
Standard
AAMA 450
AAMA 450
AAMA/WDMA/CSA 101/I.S.2 A440
Year
2006
2010
2005
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Florida Building Code Online
Page 2 of 7
Product Approval Method Method 1 Option A
Date Submitted 10/16/2012
Date Validated 10/26/2012
Date Pending FBC Approval
Date Approved 11/13/2012
- -._....__...__Prod........_._......_.....__._._..._... -........... _......... _.__._....--------- _-_......._.._......................_........_....._....... -- ..._...-- - -.... ............ .................._.._-......-..- - ._-..- - ...__._.......__...
Summary of ucts
FL #
IModel, Number or Name IlDescription
5167.1
07-09, 07-10 and 07-20
Reflections 5500, Prism Platinum, Sears 9300, Amcraft
Grand Estates Premier Vinyl Double Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FI-5167 R1.2 C CAC 07-09 DIA 37x84 R60.pdf
FL5167 R12CAC 07-1.0 07-20 waiver to 07-09.odf
Approved for use outside HVHZ: Yes
..0
Quality Assurance Contract Expiration Date
Impact Resistant: No
Design Pressure: +60/-60
07/28/2013
Other: 37x84
Installation Instructions
FL5167 R12 II IN0103 07-09 07-10 07-20 DH 2X.pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.2
07-09, 07-10 and 07-20
Reflections 5500, Prism Platinum, Sears 9300, Amcraft
Grand Estates Premier Vinyl Double Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL51.67 R1.2 C CAC 07-09 DH 36x63 R50.odf
FLSif7_. Rig C CAC 07_09 DH 37x7fi_R65_E?df
Approved for use outside HVHZ: Yes
Impact Resistant: No
FI 5167_11 2.. C CAC_07-0 �_DN_42
Design Pressure: N/A
FL5167 R12 C CAC 0--09 DH 4701 R50.pdf
FI..51 '7 1112 C CAC 07-09 DH 48x80 R25.pdf
Other: 48x80 (+/-25 PSF), 56x84 (+/-25 PSF), 5306
(+/-50 PSF), 36x63 (+/-50 PSF), 42x64 (+/-50 PSF),
FL5lo7 R12 C CAC_jf 709 ON 53x76 RS�.ptif
I=1.51.67 RR12 C CAC 07-09 Di-i 56x84 R25.pdf
47x71 (+/-50 PSF), 37x76 (+/-65 PSF)
f'-51.67 R1.2 C CAC 07.10 07••20 waiver to 07.09.pdf
Quality Assurance Contract Expiration Date
03/13/2013
Installation Instructions
1:15167 _i272 II I( 0067 0'7 O� QI-10 07-20 I3l l 2X,pd(
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.3
07-09, 07-10 and 07-20
Reflections 5500, Prism Platinum, Sears 9300, Amcraft
Grand Estates Premier Vinyl Double Hung with Transom
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FM (;7 R12 f C'AC 07-09 PW over DH 37x107
RFSJEIf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL5167 R12 C CAC 07-09 PW over DH 53x107
RSS pelf
Design Pressure: N/A
Other: 53x107 (+/-55 PSF) & 37x107 (+/-65 PSF)
FI-51.67 R12 C CAC 07-1.0 07-1.0 waiver to 07-09.ndf
Quality Assurance Contract Expiration Date
04/14/2013
Installation Instructions
FL.5167 R1.2 II IN0063 07-09 07-1.0 07-2.0 DH w-
Transom 2X.odf
F1 5167.._R1?.....dt..._I.jU(7hf .._Q7.W09....07..-
Transom IX.R f
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL_51.67 R12 AE PER 1647 - 07-09 07-10 07--20 Double
Hung with Transom 1X.odt' -
Created by Independent Third Party: Yes
5167.4
07-09, 07-10 and 07-20
Reflections 5500, Prism Platinum, Sears 9300, Amcraft
Grand Estates Premier Vinyl Double Hung (1x Wood
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Florida Building Code Online
Page 5 of 7
14LO
Impact Resistant: No
Design Pressure: N/A
FL5167 R1.2 C CAC 43-35 DH 46x84 R25.odf
F.151.fi7_._1112,,,_91 f, C._43.-:55__DH 4Raq._R35.,.R f
Other: 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 36x72
FL5167 R12 C CAC 43-35 DH 52x71 R35.r..)df
FL167 R1.2 C C'AC 43 35 to 43 40 DH Waiver.pdf
(+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF)
Quality Assurance Contract Expiration Date
01/24/2016
Installation Instructions
FI-5167 R12 11 IN0105 43-35 DH 2X,Ddf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.13
43-35 (Two -Step Sill) and 43-50
6100 Vantage Pointe, Asure, Prism Gold, Grand Estates
(Three -Step Sill)
Vinyl Double Hung Twin with Transom
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FI_5167 R12 C CAC SIM 43-35 DH AAMA 450 73x111
R35_.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
FL5167 R1.2 C CAC SIM 43-50 DH AAMA 450 73x111
R35a1rJf
Other: 73x111
Quality Assurance Contract Expiration Date
01/24/2016
Installation Instructions
FL5167 R12 11 IN0535 43-35 43-50 DFI Twin with
1 um.5P.m.. 2.K p.Af
FL5167 R12 11 IN0537 43-35 43-50 DH Twin with
Transom 1.X.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL51.67 R12 AE PER '1987 43-35 43 50 able Huno
Twin with Transom IX 2X,odf
Created by Independent Third Party: Yes
5167.14
43-40 and 43-45
Reflections 5050, Reflections 5300, Prism Bronze, Prism
Ultra Gold Amcraft Grand Estates, Amcraft Grand Estates
Plus, THD 6100 Vantage Pointe Vinyl Double Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL5167 R12 C-,CAC 43_40 DH 32x62 R50.rdf
FL5167 R12 C CAC 43-40 DH 36x63 R45.pdP
usutside HVHZ: Yes
A ro :R.!.�istane-ON.
mpact
Designere: N
Other: 36x72 (+/-30 PSF), 52x71 (+/-35 PSF), 48x80
i'.1;; .1.61 R17_C_CAC,_43_•4Q_C)},._3iix74 R50. KL
FL5767 R1.2 C CAC 43-40 DH 44x63 R35.pclf
FL5167 R12 C CAC 43-40 DH 44x63 R45.pdf
(+/-35 PSF), 44x63 (+/-35 PSF), 36x63 (+/-45 PSF),
44x63 (+/-45 PSF), 32x62 (+/-50 PSF), 36x74 (+/-50
FL5167 R12,_C._.f h3-IQ,_pH,, l,£ix8 _R35:ptJf
PSF)
f1L5167 R1.2 C CAC 43`40 DH 52x71 R35.pdf
FL5167 R12 C CAC 43-45 waiver to 43-46. ddf
Quality Assurance Contract Expiration Date
03/12/2013
Installation Instructions
FI..516% R12 II IN0432b 43 40 43 45 i31I 2X.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.15
43-50 (Three -Step Sill)
6100 Vantage Pointe, Asure, Prism Gold, Grand Estates
Vinyl Double Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL-5167 R12 C CAC 43-50 DI-1 32x62 R50,rdf
FL51F.7k12C,,,_C
Impact Resistant: No
Design Pressure: N/A
FL5167 R12 C CAC 43-50 DH 36x74 R50_pdf
df
FI_51_C;7 R1.2 C C..AC 43 -SO DH 44x63 R45YjL
FI 51.67- R12 C CAC 43-50 DFi 52x71. R35.adf
j Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63
(+/-45 PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF)
Quality Assurance Contract Expiration Date
i
01/25/2016
Installation Instructions
FL5167 R12 11 IN0432 43-50 DH 2X.odf
Verified By: American Architectural Manufacturers
Association
-
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.16
75-75, 75-09, 07-75, 07-09, 07
Reflections 5500, Prism Platinum, Sears 9300,
10 and 07-20
IGenerations, Impressions 9800, THD 6500 Vantage
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MODEL DESIGNATION: Simonton Double Hung Series 43-40 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
DESIGN PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS: X ,
X
GENERAL DESCRIPTION: The head, sill, and side "jambs ore extruded PVC. The wall thickness
through which the anchor screw penetrates is 0 minimum of 0.070"
1 18" MAX. 1r---
6• �'� O.C. Tw.
] I f I e
Oy
z
U
2
w
J
ne
O
)i 0 o
E
a
T
l---- 6
"W" MAX. OVERALL FRAME WIDTH --y:. ' 1 _
T7
SIZE CHART
OVERALL SIZE
DP RATING
HEIGHT
W
80"
±15 PSF
R44'�
72"
�30 PSF
80"
f35 PSF
'63"
71'
36"
63",
t45 PSF
36"
2"
1 74"
f50 PSF
z
3/16"0 TAPCON ANCHOR
WITH 1.25' MIN. EM&
jol/j-
SEE
OD)
CONCRETE
SILICONE
CAULKIX BUCK
NE CAULK
: SHIM
SILICONE
CAULK
3/16"0 TAPCONANCHOR
WITH 1.25" MIN. EMS.
INTO CONCRETE (SEE
NOTE 10 FOR WOOD)
PEMSIDNS
IX BUCK
CONCRETE SILICONE CAULK
1/4" MAX. SHIM
3/16"0 TAPCON ANCHOR
WITH 1.25' MIN. EMS,
INTO CONCRETE (SEE
NOTE 10 FOR WOOD)
SILICONE CAULK '
1 JAMB
47
SCALE
SILICONE CAULK
1X BUCK
CONCRETE
NOTES:
1. This information has been evaluated for use In locations adhering to the Florida Building Code and where design pressure requirements as determined by n5C£ 7
Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein.
2. For installation where the sub -buck is less than 1 1/2" (FBC secliori 1707.4.4 Andhercge Methods and subsections 1707.4.4,1 and 1707,4.4.2) Topcon type concrete
anchors must be used and the length must be such that a minimum of 1 1/4' embedment of The Topcon into the concrete is obtained Anchors should be 0
minimum of 2 1/2" from the edge o1 the concrete or concrete -filled block.
3. All In and exterior perimeler surfaces of the window must be caulked.
4. Ad)Isl Topcon anchor locutions, if necessary, to maintain a minimum 7 0" distance from mortar Joints,
5. When the optional head expender is used, the INSTALLER MUST AOJOST the anchor lengths to maintain the required minimum embedment into the substrate.
6. Anchors shall be specified and spaced as shorn. Anchor embedment to base material shall be beyond won dressing or stucco and into wood or concrete.
7. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure.
5. Follow ITti/Elea Topcon anchoring instructions.
9. The responsibility for selection of S"Hnonlon products to meet any applicable loco] lows, building codes, ordinances. or other safety requirements rests solely with the
nrchllecl, building owner, or contractor.
10. For woodbuck substrates, use g10 wood screws with 1 1/2" minimum embedment into wood. Screws should be o minimum of 3/4' from the edge of the wood.
11. Concrete compressive strength = 3000 PSI at 28 days.
12. Shims are optional. U.,rimum slim, stock is 1/4'.
IJ. Whan using a 3/16'0 Topcon or #10 wood'screw through the window frame, pre -drill the thm hole of specified Installation ---
I When used in areas requiring Impact protection, this product REQUIRES the use of opproxed impact resislant shutters or other external protection.
IA1. No
O Na.: R
N SIMONTOIT rB INa434 2
7his'doeumenl h toe ar°Pay orTgSmo n w+ndo a, which "bH: Dimenaiond iaeroneee Raxw er: �n :
toino on yroplelmy and -silly f Sif ri its bJnet, mailer, Unle- Olhely,;,5r S"CIIIed / N o o LO.D. 09 16/a9
fib deoomenf 1° vclildvd to the rearplcnt the e.prepsed L Y PE 1 Uehnme Avt°°° CUED er nIE:
r=r ndillon Ihal I[ Is nail to be kfetlosed, rcpraduoed In whale ar Pearabem, WV7G't15
Mg1es port rwr sea In mn)mdim with the deslyr• mpnufeclar° er _ VDW Oeetmels SCALE -.SHEET; ApaR Der Dn :
«'I nepok of goad° ter Myon other tnon 5--tan Windows nT I of I
wili,eul ilk eMeenL ih'k, mslnceen does nol emit the .x * ,O3 PiES:
i� rermallpn eentoe,ad In olio Uft A� xX t 01 P 3o min.
doe ment's ;Or, Ia utSite b,f
eal eldch s propel abtoined cram another eaurce. ,)� t f005 43-40 DauEk.E HUNG
ie3]0 itoll fit WEN
MODEL DESIGNATION: Simonton Double Hung Series 43-40 / 43-45 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
DESIGN PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS: X _
X
GENERAL DESCRIPTION, The head, sill, and side jambs are extruded PVC. The wall thickness
through which the anchor screw penetrates is a minimum of 0.070".
Q
1
is
F
= v
w
_
w
fi
J
a
o'
0
x
_
1
is
�—"W" MAX. OVERALL FRAMES WIDTH ---I
SIZE CHART
OVERALL SIZE
DP RATING
WIDTH
.W"
I HEIGHT
"H"
36"
72"
±30 PSF
52"
71"
±35 PSF
44"
63"
48"
80"
36"
63"
±45 PSF
44"
63"
32"
62"
±50 PSF
36"
74"
RL1990NS
NO P.E. SEAL REQUIRED
INSTALLATION SUPPORTED
BY AAMA TEST REPORTS
SILICONE 2X BUCK I I' I
CAULK
SILICONE CAULK
1/4" MAX. SHIM
2X BUCK
SILICONE CAUL(
1/4" MAX. SHIM
1 HEAD
1 4X SCALE
#8 X 2 1/2" MIN. WOOD
SCREW WITH 1.50" MIN.
EMBEDMENTINTO WOOD
SILICONE CAULK
SILICONE CAULK CE
JAMB
4X SCALE
SILICONE
CAULK
2X BUCK
DATE
1 SILL
4X SCALE
NOTES:
1. This installation has been evaluated for use in locations adhering to the Florida Building Codes and where pressure
requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed
the design pressure ratings herein, for use outside the H.V.H.Z.
2. All interior and exterior perimeter surfaces of the window must be caulked.
3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall
dressing or stucco and into wood.
4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances,
or other safety requirements rests solely with the architect, building owner, or contractor.
5. Shims are optional. Max. shim stack is 1/4".
6. Wood bucks (by others) must —be engineered and anchored properly to transfer loads to the structure.
7. Screws should be a minimum of 3/4" from the edge of the wood.
8. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant
shutters or other external protection.
9. Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is
being installed.
10 Installation screws must be at least 3/4" from the edge of the wood..
11. Glazing shall comply with ASTM E 1300-04.
This document Is the property of SUnonton Wlndows, which
stains all proprietary and other rights to Its subject matte,
hls document Is provided to the recipient on the eigressed
ndition that it is not to be disclosed, reproduced In hole or
hrt, no used in at
with the design, manufacture or
repair of goods for anyone other than Simonton windows
without its consent. This restriction does not I'unit the
recipient's rights to utHIZe infoanation contained In this
document which is properly obtained from mhother eource.
Dimensional Tolerances SIMONTON*
Unless Otherwise Specified `v l h D u w s
I Cochran .A—r.e
Pcnnsbow, WV 26415
Deci nals Angles
.X i '03 FIT 1 of 1
Ax 3 .01 0' 30 min. SERIES:
.xxx t .005 43 40 / 43-4
Florida Building Code Online
AC 86 HPS Mullions (Non-HVHZ)
Page 1 of 4
Product Manufacturer Silverline Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
(732) 435-1000
rickw@rwbldgconsultants.com
Authorized Signature Craig Calderone
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
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 Lyndon F. Schmidt, P.E.
developed the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 12/31/2014
Validated By Ryan J. King, P.E.
Validation Checklist -Hardcopy Received
Certificate of Independence Fi..6067 R4 COI certificate Of Indenendence.pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1715.5.5
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Page 2 of 4
Product Approval Method Method 2 Option B
Date Submitted
12/21/2011
Date Validated
02/02/2012
Date Pending FBC Approval
02/12/2012
Date Approved
04/03/2012
Summary of Products
FL #
IModel, Number or Name
Description
6067.1
a. Series 1537 Structural Beam
Thermally Broken Extruded Aluminum Clipped Mullion for
Mullion "Impact"
use with impact and non -impact window products in
Masonry or Wood Openings
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL6067 R4 IIINST 6067,1.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: When used in areas outside the "HVHZ"
k6067 R4 AE Eval 6067.1.0f
requiring wind-borne debris protection this product
Created by Independent Third Party: Yes
complies with section 1609.1.2 of the Florida Building
Code and does not require an impact resistant covering.
This product meets "Missile Level D" and excludes "Wind
Zone 4" as defined in ASTM E1996-02. See INST 6067.1
for any additional use limitations, design pressure ratings
and installation instructions.
6067.2
b. Series 7537 Structural Beam
Thermally Broken Extruded Aluminum Clipped Mullion for
Mullion "Impact"
use with impact and non -impact window products in
Masonry or Wood Openings
L---]
imits of Use
Installation Instructions
Approved for use in HVHZ: No
FL6067 R4 IT INST 6067,2W%if
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: When used in areas outside the "HVHZ" -
FL6067 R4 AE.._Lv;1. 6.QFi/_7_pdf
requiring wind-borne debris protection this product
Created by Independent Third Party: Yes
complies with section 1609.1.2:of the Florida Building
Code and does not require an impact resistant covering.
This product meets "Missile Level D" and excludes "Wind
Zone 4" as defined in ASTM E1996-02. See INST 6067.2
for any additional use limitations, design pressure ratings
and installation instructions.
6067.3
c. Series 2723 Structural Beam
Extruded Aluminum Clipped Mullion for use with impact
Mullion "Impact"
and non -impact window products in Masonry or Wood
Openings
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL6067 R4 TT, 1NS'I'F_ti67_3.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: When used in areas outside the "HVHZ"
F0.Qf7__R..4 AE,,,_Ev.al_6j2fi7,_3,.pc1F
requiring wind-borne debris protection this product
Created by Independent Third Party: Yes
complies with section"1609.1.2 of the Florida Building
Code and does not require an impact resistant covering.
This product meets "Missile Level D" and includes "Wind
Zone 4" as defined in ASTM E1996-02. See INST 6067.3
for any additional use limitations, design pressure ratings
and installation instructions.
6067.4
d. Series 2724 Structural Beam
Extruded Aluminum Clipped Mullion for use with impact
Mullion "Impact"
and non -impact window products in Masonry or Wood
Openings
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL6067 R4 II INST 6067.4.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: When used in areas outside the "HVHZ"
FLM6Z.__i3A;,,,,AE,,,_Eval
requiring wind-borne debris protection this product
Created by Independent Third Party: Yes
complies'with section 1609.1.2 of the Florida Building
Code and does not require an impact resistant covering.
This product meets "Missile Level D" and includes "Wind
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Florida Building Code Online,,'
Page 3 of 4
Zone 4" as defined in ASTM E1996-02. See INST 6067.4
for any additional use limitations, design pressure ratings
and installation instructions.
6 667.5
e. Series 2728 Structural Beam
Extruded Aluminum Clipped Mullion for use with impact
Mullion "Impact"
and non -impact window products in Masonry or Wood
Openings
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL6067 R4 II INST 6067.5.1)df
.rauw aP ide HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Im act Resistant: Y
gDesign
Created by Independent Third Party: Yes
Pressure: N/A
Evaluation Reports
Other: When used in areas outside the "HVHZ"
I L6067 R4 AE Eval 6067.5.pdf
requiring wind-borne debris protection this product
Created by Independent Third Party: Yes
complies with section 1609.1.2 of the Florida Building
Code and does not require an impact resistant covering.
This product meets "Missile Level D" and includes "Wind
Zone 4" as defined in ASTM E1996-02. See INST 6067.5
E for any additional use limitations, design pressure ratings
and installation instructions. .
6067.E f. Series 2723 Structural Beam
Extruded Aluminum Clipped Horizontal Mullion Clipped
Transom Mullion "Impact"
Mullion for use with impact and non -impact window
products in Masonry or Wood Openings
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL6067 R4 II INST 6067.6.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: When used in areas outside the "HVHZ"
I71-6067 R4 Ai.: Eva[ 6067.6.t.ldf
requiring wind-borne debris protection this product
Created by Independent Third Party: Yes
complies with section 1609.1.2 of the Florida Building
Code and does not require an impact resistant covering.
This product meets "Missile Level D" and excludes "Wind
Zone 4" as defined in ASTM E1996-02. See INST 6067.6
for any additional use limitations, design pressure ratings
and installation instructions.
6067.7 g. Series 2724 Structural Beam
Extruded Aluminum Clipped Horizontal Mullion Clipped
Transom Mullion "Impact"
Mullion for use with impact and non -impact window
products in Masonry or Wood Openings
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL6067 R4 II INST 6067.7.pcff
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: When used in areas outside the "HVHZ"
FL6067 R4 AE Eval 6067.7.odf'
requiring wind-borne debris protection this product
Created by Independent Third Party: Yes
complies with section 1609.1.2 of the Florida Building
Code and does not require an'impact resistant covering.
This product meets "Missile Level D" and excludes "Wind
Zone 4" as defined in ASTM E1996-02. See INST 6067.7
for any additional use limitations, design pressure ratings
and installation instructions.
h. Series 2728 Structural Beam
Extruded Aluminum Clipped Horizontal Mullion Clipped
7.8
Transom Mullion "Impact"
Mullion for use with impact and non -impact window
Products in Masonry or Wood Openings
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL6067 R4 II INST 61�C77.&n_iF
Approved for use outside HVHZ: Yes
Verified By: Lyndon. F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: When used in areas outside the "HVHZ"
FL0067 R4 AE Eval 6067.8.pdF
requiring wind-borne debris protection this product
Created by Independent Third Party: Yes
complies with section 1609.1.2 of the Florida Building
Code and does not require an impact resistant covering.
This product meets "Missile Level D" and excludes "Wind
Zone 4" as defined in ASTM E1996-02. See INST 6067.8
for any additional use limitations, design pressure ratings
and Installation instructions.
6067.9 i. Series 2723, 2724, 2728
Extruded Aluminum Clipped Horizontal and Vertical
7Structural Beam Mullion "Impact"
Mullion for use with impact and non -impact window
products in Masonry or Wood Openings
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL6067 R4 II INST 6067.9.ndf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDg84Yr43 ec4OR5n5vm... 8/24/2012
SlflverLine`
W; Q W 0;1:1 <1 I
I SILVERLINE DRIVE, NORTH BRUNSWICK NJ 08902
all
STRUCTURAL BEAM MULLION
llilimmcr
GENERAL NOTES:
1. This product has been evaluated and is in compliance with the 2010 Florida
Building Code structural requirements excludirx,T the "High Velocity Hurricane Zone.
2- When used in areas outside the WHE'requfring wind borne debris protection this
product compiles wiih Seaton 1609.1.2 of the Florida Budding Code and does not require
an impact resistant covering. This product meets missile level "D' and includes Wind Zone
4 as defined in ASTM E1996.
S. Wood bucks by others, must be anchored properly to transfer loads to the structure and
be reviewed by the Building Official.
4. Muliaon anchor embedment to base material shall be beyond wait dressing or stucco.
6. Separate product approvals for each glazing product used with these mdrions must be
subnVed along with this mullion product approval.
6. Anchoring of each glazing product to the mullion shall be as shown in each individual
glazing product oppravai.
7. Any conditions not covered in this evaluation are subject to separate engineering
evaluation.
8. Mullion design pressure rating, see load rating tob';e sheets 2 and 3 of this drawing.
9. The design, pressure rating of the assembly sliaii be the lesser of the load capacity of the
mullion as determinedusing this approval or the design pressure rating of the indviduat
glazing products used.
? 0. Bound+ng box dimensions for geometric transom shopes must be equal to or less than
the rectangular transom dimensions shown herein.
TABLE OF COS3ii:NTS
SH£Eia
DESCNMON
1
�_—_---.--
Typical elevations & general notes
2
2723 mull on bad table for concrete screw anchors
3
2723 mulFon load iabte for v,00d screw anchors
4
12723 mulCon se::fion dlmar:slons & anchoring
AAX. COMBINED DIMENSION IS 10r'
Wl— �{'®-- 1112
GLAZING
GLAZING
GLAZING
PRODUCT
PRODUCT
PRODUCT
MAX. COMBINED DIMENSION IS 10t"
W 1=�
i
GLAZING
PRODUCT
GLAZING
PRODUCT
GLAZING
PrPR:O�DUC]�Tl
PRODUCT
W X COMBINED
j°— D1tAETISION IS
GLAZING GLA=ING
PRODUCT PRODUCT
MAXp_ COMBINED
MAENSION IS I OS
r— W1���—Yd2
I
fA
0
n.
0
TYPICAL MULLION CONFIGURATIONS
NOTE:
Horizontal muiiforrs depicted heroin can be comibinafion mullions
or separate structural mullfors. Separate structural mul5ons are
covered under separate approval.
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TRIBUTARY WIDTH = WI + W2
2
• e SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSFI
TRBUTARY (Y1C4t TH
• ' 28"
32"
33
36"
39"
40"
42"
44"
46"
Ott" W'
62"
74"
100.0
!110
100.0
100.0
100.0
100.0
100.0
100.0
100.0
10D.0
100.0 99.4
95,6
_
72"0100.0
100.0
100.0
100.0
1o0,0
100.0
100.0
100.f7
100.0 j 100.0
100.0
70"00.0
100.0
10D.0
100.0
100,o
100.0
100.0
100.0
100.0
100.0 100.0
100.0
68"
tDa.O
100.0
100.0
100.0
100,0
100.0
100.0
100.0
100,0
Ifto 100.0
100.0
66"
1D0,0
100:0
111
100.0
100.0
100.0
100.0
100,0
100.0
100.0 100.0
100.06'r
100.4 I
100A
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 Ica:o
100.062"
10D.0
100.0
100,0
100.0
100.0
100.0
100.0
100.0
MD.0
100.0 100.0
100.0
60"
100.0
100,0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
tOtl_tl
100.0 100.0
100.0
66"
100.0
100.0
100.0
111
111
1(k).0
100,0
100.0
i00.0
100A
100A I 100;0
100.0
56"
100.0
100.0
100.0
100,0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 100.0
100,0
_ __.__._..
z 64"
100.0
100.0
v--
100.0
-.__-_-
1ao.o
____^
1ooA
._._.� _..__
100.0
_._.- ____
1aa:o
__ --
100.0
-.._ _--
100.0
_
1oo.D
100.0 100.0
100.0
y62"
100.0
'100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 100.0
100.0
60"
'100.0
j 100.0
100.0
100.0 -
100.0
tou
100.0
100.0
1C0.0
100,0
100.0 100.0
100.0
Q 49"
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1DD,0
100.0 100.0
100.0
4V'
100.0
III.()
100.0
100,0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 100,0
100.0
g 44'
100.0
100.0
100.0
100,0
100.0
100.0
110
100.0 _
100.0
I 100.0
100.0 100.0
100.0
42"
100,0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0 100.0
100.0
'w,
100,0
100.0
100.0
103.0
10010
100.0
103.0
100.0
100A
i 100.0
100.0 j 100.0
100.0
av
100.0
100.0
100.0
100.0
100,0
100.
100A
100.0
100.0
100.0
100.0 ; 10D.0
100.0
36"
100.0
100.0
100.0
100.0
R.1
02
ios:o
100.0
100.0
100.0
100.0 J 100.0
100.0
54 "
100.0
100.0
10D.0
10D.0
f00.0
100.0
100.0
to0.0
100.0
t 106.0
1100.0100.0
100.0
°�
$2
100:8
f00Ai
- 100.0
100A -
1100.01W.0
- "no
100.0
100.0
; 100.0
100.0 i 100,0
100.0
34'
:00.0
10D.D
i00.0
100.0
100.0
100.0
10D.0
100.0
100.0 _
100,0
100.0 100.0
_ 100.0
28'°
100.0
100,0
i00A
100.0
100,0
100.0
100.0.
100.0
100.0
100.0
100.0 i 100.0
100.0
26"
}D0,0
100,0
140.0
1DD.0
t00.o
}oJ.O
;00.0
100.0
100.0
1 100.0
100.0 : 100.0
100.0
24"
100.0
i00.G
100,0
100.0
i0o,0
f00.0
100A
i00.0
100.0
100.0
904.0 j 100.0
f00.o
INSTRUCTIONS FOP. USE OF THE MULLION LOAD TABLE:
I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE
BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD).
2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE
SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION.
3, IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE,
LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN
AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH., READ THE MULLION LOAD RATING GIVEN IN PSF.
THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER. THAN THE DESIGN LOAD REQUIREMENT
DETERMINED IN STEP 1 ABOVE.
�W1W2"{
1
GLAZING
1
GLAZING
PRODUCT
PRODUCT
h
GLAZING
z l
PRODUCT
oe�
era
_-a--
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR
WA
SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE
FOLLOWING:
1. SUBSTITUTE (1 FOR 1) 1/4"-1.1 SELF-DRILLIHC SCREWS FOR
O
0
THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT
APPROVAL.
2. SUBSTITUTE #8-18 PANH✓1D SELF -PILLING SCREWS SHOWN
IN THE INDIVIDUAL 0021NG PRODUCT APPROVAL THE MAXIMUM
FASTENER SPACING ALLOWED IS 6' FROM EACH 'END AT
SECTION 7HRI.1 M1.I1.110 AND FRAME
15' O.C. MAX SPACING
THIS SECTION VIEW IS SHOWN FOR ILLUSTRA17VE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING
OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION.
BY SILVERUNE CAN BE USED IN THIS FASHION,
ye., DWs
cee: LFS
FL-8087.5
a _3 of 4
11
MULLION ANCHOR EIACKET 2723
MATS: 6063—T6
FOR WOOD SCREW ANCHORING OR
MULLION TO MULLION ANCHORING
7 68'
F 2.25' 2.25' 2.25'
j
00
{y N
t
t F
r
cy
r ,uurat�t�eJctjOR BRAcx�r 50—
MAT'S, 6063—T6
FOR CONCRETE SCREWY ANCHORING
t°T
(12) #12 x 1-1/2'
WOOD SCREWS
ANCHOR TO 2X STUD
OR TO 2Y RUCK
-za8 MLII..LLoP— USING #12 X 7-1/2'
MATS: 6063—T6 WOOD SCREWS
MASONRY — 3.192 PSI MIN.
CONCRETE CONFORMING TO ACi 301
OR HOLLOW BLOCK CONFORMING
TO ASTM C90
(4) 1/4' x 2-1/4'
CONCRETE SCREWS. a
SEE NOTE 1 '
f
w
a r
VERTICAL
MULLION
X 3/4'
2X MATERIAL
SPRUCE —PINE —FIR
SC=0.42 OR BETTER,
V
C�C07\�
O
[p�
Q
a !2
n8 X 3/4' SELF _
TAPPING SCREW < 6
m o a •: a E
e
I I VERTICAL
U U MULLION
m
9 f6 g ayLL
G 4 J
2
E emu°
`a
u
(4) 1/4' X 1-314-
CONCRETE SCREWS
SEE NOTE 7
rr
ut �
0
Ij iY
O N�
I
U U
USING 1/4' X 1-3/4"
CONCRETE SCREWS,
SEE NOTE 1
CONCRE�SCREWS�� T ;° 11 (fig X O S SELF 1
SEE NO1 Ii ,E TA x 13 SCREW�ONTALTRANSOM jl i III
MULLION 2723, 2724 OR 2726 1 VERTICAL M c
(UNDER SEPARATE APPROVAL) MULLION t
7 USING (12) #10 X 3/4" � nue 1 0.�y
SHEEP METAL SCRWrV- 2 0 O9
NOTES TYPICAL N.T.S.
ANCHOR MULLION TO MULLION
1. CONCRETE SCREWS ARE 1/4' ITW BUILDER CONCRETE. py: LFS
Ai_r�mil tPNFIRA('NFT ANtHORIN SCREWS REQUIRING MINIMUM EMBEDMENT 1-1/4; z¢aw°rarta:
2723 BRACKET SHOWN AA MINIMUM EDGE DISTANCE OF 2-1/2' AND A MINIMUM FL-6067.5
(WOOD SCREW ANCHORING 5HOFYtV) CEHTERLIIN€ DISTANCE OF 2-1/4".
s;•�t � cs 4