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FL# FL14911-117
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Silverline Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
(800) 234-4228 Ext 4644
Jonberrian@slbp.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
(732)435-1000
jonberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
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 Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Ryan J. King, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL14911 R7 COI Certificate Of Indeoendence (2).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440 2008
AAMA/WDMA/CSA/101/I.S.2/A440 2011
ASTM D1929 1996
ASTM D2843 1993
ASTM D635 1996
ASTM D638 1996
ASTM E1886 2005
ASTM E1996 2009
Florida Building Code Online Page 2 of 3
ASTM G26 1995
TAS 201, 202 and 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14911 R7 Eauiv Eauivalencv Of Standards.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/02/2015
Date Validated 04/13/2015
Date Pending FBC Approval 04/16/2015
Date Approved 06/23/2015
Summary of Products
Go to Page 0 4) ') Page 2/2
FL# Model,Number or Name Description
14911.21 u. Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.21.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other.See INST 14911.21 for Design Pressure Ratings,any FL14911 R7 AE Eval 14911.21.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
14911.22 v. Series 70 Model 2127 Extruded Vinyl Single Hung Window-Nailing Fn
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.22.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.See INST 14911.22 for Design Pressure Ratings,any FU4911 R7 AE Eval 14911.22.Rdf
additional use limitations,installation instructions and product Created by Independent Third Party: Yes
particulars.
14911.23 w. Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.23.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.See INST 14911.23 for Design Pressure Ratings,any FL14911 R7 AE Eval 14911.23.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
14911.24 x.S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fn
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.24.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.See INST 14911.24 for Design Pressure Ratings,any EU4911 R7 AE Eval 14911.24.pdf
additional use limitations,installation instructions and product Created by Independent Third Party: Yes
particulars.
14911.25 y. S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fn
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 H Inst 14911.25.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.See INST 14911.25 for Design Pressure Ratings,any FL14911 R7 AE Eval 14911.25.odf
Florida Building Code Online Page 3 of 3
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
G - — Page 2/2
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32,399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrioht 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 dick herr.
Product Approval Accepts:
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EXTRUDED VINYL SINGLE HUNG WINDOW a
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GENERAL NOTES
1. This product has been evaluated and is In compliance with the 5th Edition(2014(Florida Building Code 5ti y
(FBC(structural requirements including the"Hlgh Velocity Hurricane Zone"(HVHZ). a
in o
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base 'o o
material shall be beyond wall dressing or stucco. // a
a 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does c
not require an impact resistant covering. X
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4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product complies /
e with Section 1609.1.2 of the FBC and does not require an Impact resistant covering.This product meets
° missile level"D"and Includes Wind Zone 4 as defined In ASTM Ell 996 and FBC Section 1609.1.2.2.
8 d .
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck z in
masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysts by a W
licensed engineer or registered architect, �E
7. This product meets water Infiltration requirements for"HVHZ".
43 .r-.W
TABLE OF CONTENTS
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".OVERALL OVER4LL MAX DESIGN PRESSURE'(PSF)'
SHEET# DESCRIPTION FLANGE FRAME Q 1 O GLASS TrFa Z U
1 Typical elevation,design pressures&general notes L)IMENSION L1IMENSION L1IMk, .I ..Y. 11'�E- POSRNE NEGATjVE' °
DAM91213 :
2 Horizontal&vertical cross sections s� N.T.S. 9
3 Horizontal&vertical cross sections 53.25"x 74.25" 52.0"x 73.0" 47-625"x33.50" G1 +55.0 -60.0 an dtC m
4 Buck and frame anchoring ah !FS 3
5 Bill o materials,glazing details&components
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1.LOCATE OPERATING SASH LOCKS 9.5"
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2 LOCATE SASH KEEPER 9.5'FROM EACH
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1 HORIZONTAL CROSS SECTION O 1�
a 3 Showa w/1X buck SOU
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c FROM EACH END OF THE ACTIVE
MEETING RAIL,FASTEN WITH(2(#8 x 3/4'
R SELF TAPPING SCREWS. 4 18
2.LOCATE SASH KEEPER 9.5"FROM EACH
END OF THE MEETING RAIL.FASTEN
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3 Optional masonry 510 3 Optional masonry stV 2 VERTICAL CROSS SECTION owxu�o rros n
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CONCRETE ANCHOR NOTES:
I.Concrete anchor locations at the comers maybe adjusted to maintain the min. c
edge distance to mortar Joints. N
2.Concrete anchor locations noted as"MAX.O.C.(TYP.j"must be adjusted to a ,;
maintain the min.edge distance to mortarlolnts,additional concrete anchors o =
maybe required to ensure the MAX.O.C.(TYP.)"dimensions are not exceeded. I
3.Concrete anchor table: v
ANCHOR NGHOR MIN MIN.CLEARANCE.. MIN CLEARANCEa M„o
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WOOD SCREW INSTALLATION NOTES: d
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I.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of FL-14911.23
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B 2X BUCK SG>=0.55 WOOD THK GLASS =V: o * _rL'ZZ m
C 1/4"MAX.SHIM SPACE - %001 $:/O� S
D 1/4"X 2.3/4"ELCO OR ITW CONCRETE SCREW STEEL 1/8 ANNEALLDMASONRY- ����..,• `��� u
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2 EXTRUDED PVC SILL#52-2673* PVC N �"~� m a 0
3 EXTRUDED PVC GLAZING BEAD(INTERLOCK)#52-1257' PVC 1/7'GLASS Lti L
4 EXTRUDED PVC MEETING RAIL#52-2907' PVC BITE IMERCEPTSPACER oZ
5 EXTRUDED PVC TOP LIFT RAIL#52-2949*PVC DOW 995 SEALANTa
6 EXTRUDED PVC BOTTOM RAIL#52-2905 PVC
7 EXTRUDED PVC STILE#52-2905• PVC co
9 EXTRUDED PVC GLAZING BEAD(VERT.&HORT.)#52-1227• PVC Gl GLAZING DETAIL
10 OPERABLE SASH LOCK#12-2241 PVC 3
11 SASH KEEPER#12-2240 STEEL z
12 FIXED MEETING RAIL REINFORCEMENT#50.2608(6105-T5) ALUMN
14 LOCK RAIL REINFORCEMENT#50.2609(6105-T5 ALUMj 0�
15 BOTTOM UFT RAIL&SASH REINFORCEMENT#50-2967(6063-T6) ALUM 0.78"
16 WINDOWSCREEN oa
17 WEATHERSTRIP PILE W/FIN.187 x.270,LOCK RAIL&SASH(ULTRAFAB) ,
18 WEATHERSTRIP PILE W/FIN.187 X.230,FIXED MEETING RAIL(ULTRAFAB)
19 WEATHERSTRIP PILE W/FIN.187 x.150,SILL(ULTRAFAB)
20 WEATHERSTRIP VINYL BULB.]87'x.375'0 AMESBURY) 3 GLAZING BED y LAZ G BEAD
Smh Interlock
33 TILT LATCH#2818-00 STEEL � i
34 1#8 X 1"PPH SMS STEEL
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BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". I O L 0.335" tl
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Florida Building Cade Odirle Page 1 of 4
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Product Aooroval Menu>Product or Application Search>Aooiication List>Application Detail
FL# FL6067-R6
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Silverline Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
(800) 234-4228 Ext 4644
Jonberrian@slbp.com
Authorized Signature Craig Calderone
rickw@rwbidgconsultants.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 developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Ryan]. King, P.E.
11. Validation Checklist-Hardcopy Received
Certificate of Independence FL6067 R6 COI Certificate of Indeoendence.pdf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1710.5.3
Product Approval Method Method 2 Option B
Florida Building Cade Online Page 2 of 4
Date Submitted 06/16/2016
Date Validated 06/16/2016
Date Pending FBC Approval 06/19/2016
Date Approved 08/17/2016
Summary of Products
FL# Model,Number or Name Description
6067.1 a. Series 1537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use
Mullion"Impact" with impact and non-impact window products in Masonry or
Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL6067 R6 II INST Product Offering.odf
Approved for use outside HVHZ:No Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other.This Product is No Longer Offered by Silverline FL6067 R6 AE EVAL Product Offering.pdf
Building Products, Corporation(See 6067.1-2010 FBC Created by Independent Third Party: Yes
version for Historical Documents regarding this Approval)
6067.2 b. Series 7537 Structural Beam Thermally Broken Extruded Aluminum Gipped Mullion for use
Mullion"Impact" with impact and non-impact window products in Masonry or
Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL6067 R6 II INST 6067.2.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"requiring FL6067 R6 AE Eval 6067.2.pdf
wind-borne debris protection this product complies with Created by Independent Third Party: Yes
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 and
Mullion"Impact' non-impact window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL6067 R6 II INST 6067.3.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"requiring FL6067 R6 AE EVAL 6067.3.odf
wind-borne debris protection this product complies with Created by Independent Third Party: Yes
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 and
Mullion"Impact" non-impact window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL6067 R6 II INST 6067.4.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"requiring FL6067 R6 AE EVAL 6067.4.odf
wind-borne debris protection this product complies with Created by Independent Third Party:Yes
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 6067.4 for any additional use
limitations, design pressure ratings and installation
instructions.
6067.5 e. Series 2728 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and
Mullion"Impact" non-impact window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL6067 R6 II INST 6067.5.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Florida Building Code Online Page 3 of 4
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other.When used in areas outside the"HVHZ"requiring FL6067 R6 AE EVAL 6067.5.rdf
wind-borne debris protection this product complies with Created by Independent Third Party: Yes
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 for any additional use
limitations,design pressure ratings and installation
instructions.
6067.6 f.Series 2723 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion
Transom Mullion"Impact" 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 R6 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"requiring FL6067 R6 AE EVAL 6067.6.13df
wind-borne debris protection this product complies with Created by Independent Third Party: Yes
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 dipped Mullion
Transom Mullion"Impact" 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 R6 II INST 6067.7.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"requiring FL6067 R6 AE EVAL 6067.7.pdf
wind-borne debris protection this product complies with Created by Independent Third Party: Yes
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.
6067.8 h. Series 2728 Structural Beam Extruded Aluminum Clipped Horizontal Mullion pipped Mullion
Transom Mullion"Impact" 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 R6 II INST 6067.8j)d
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"requiring FL6067 R6 AE EVAL 6067.8.odf
wind-borne debris protection this product complies with Created by Independent Third Party: Yes
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 Mullion
Structural Beam Mullion"Impact" 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 R6 II INST 6067.9.pd
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 the"HVHZ"requiring wind-borne FL6067 R6 AE EVAL 6067.9.pdf
debris protection this product complies with section 1609.1.2 Created by Independent Third Party: Yes
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 6067.9 for any additional use limitations,design
pressure ratings and installation instructions.
Florida Bolding Code Orllirle Page 4 of 4
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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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
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455,F.S.,please dick here.
Product Approval Accepts:
M® 9k M
Credit Card
Safe
SilverLine •�•N.
�•• ti 'r
byAndersen �� }
WINDOWS • DOORS �'���>''•••......... •' �,c`' g
8 m
MAX.COMBINED
aza
MAX.COMBINED DIMENSION 5104" DIMENSION IS iM' g
2i�/�
1�J24 wl— ri W2PTWI --W2
STRUCTURAL
BEAM MULLION
o
GLAZING GLAZING GLAZING GLAZING GLAZING a
a, s, PRODUCT PRODUCT PRODUCT PRODUCT PRODUCT
imPAcr, aZ
GENERAL NOTES:
I o
1. This product has been evaluated and Is In compliance with the Sth Edition(2014)Florida
a Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone". MAX.COMBINED &
2. When used In areas requiring wind home debris protection,this product Complies with I--MAX.COMBINED DIMENSION IS 104° —{ DIMENSION IS 104°
Seciton 1609.1.2 of the FBC and does not require an impact resistant covering.This product IIIA—W1—�I h W2--III Wl--.I Imo—W22
meets missile level"D"and Includes Wind Zone 4 as defined In ASTM E1996 and FBC Section I I I I
1609.1.2.2.
s 3. Wood bucks by others,must be anchored property to transfer loads to the structure and
be reviewed by the Building Official. GLAZING GLAZING GLAZING GLAZING N
4. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. PRODUCT PRODUCT PRODUCT PRODUCT " N
5. Separate product approvals for each glazing product used with these mullions must be B o 0
submitted along with this mullion product approval. GLAZING N
6. Anchoring of each glazing product to the mullion shall be as shown In each Individual PRODUCT
glazing product approval.
7. Any conditions not covered in this evaluation are subject to separate engineering Z
evaluation. GLAZING GLAZING I GLAZING GLAZING
B. Mullion design pressure rating,see load rating table sheets 2 and 3 of this drawing. PRODUCT PRODUCT PRODUCT PRODUCT >>
9. The design pressure rating of the assembly shall be the lesser of the load capacity of the
mullion as determined using this approval or the design pressure rating of the Individual L C Q
glazing products used.
10. Bounding box dimensions for geometric transom shapes must be equal to or less than the
rectangular transom dimensions shown herein. TYPICAL MULLION CONFIGURATIONSZ
wre; 2/70/09 3
TABLE OFCONTENTS $CALF" N.T.S.
SHEEi6 DESCRIMON NOTE: M.BY. DWS m
1 Typical elevations 6 gene notes Horizontal mullions depicted herein can be combination mullions CNN.ar LFS d
2 2724 mullion load table for concrete screw anchors or separate structural mullions.Separate structural mullions are DRAVANG No.
3 2724 mullion load table for wood screw anchors covered under separate approval. FL-6067.4 n
4 2724 mullion section dimensions&anchoring "
[SHEET OF 4
0
d
SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE(PSE
TRIBUTARY WIDTH �:''• '•;�y,4,
72"
n. 30" 32" 34" 3r96" 40^ 47' 44" 4r4V' fi0" fix'
74" 8.2 8.0 78.4 74.4 70.9 67.7 64.8 62.2 59.9 67.6 86.4 53,4 81.8 * 1 �a n
96.0 80.4 85.8 81.1 77.9 73.8 70.7 87.8 8.1 62.8 8.4 58.2 68.2 d = c
70" 100.0 8.7 93.4 8.7 84.6 80.7 77.2 74.1 71.1 8.4 66.9 8.6 01.4 Y ej• ` m
a 100.0 100.0 100.0 97.2 92.8 8.4 94.8 81.1 77.9 74.9 72.1 816 67.2 , 7� hh$o
W. 100.0 100.0 100.0 100.0 100.0 97.1 92.9 89.0 85.5 82.2 79,2 76.4 73.7 IIiI�••...... ���� >° m
84.0
62" 100.0 100.0 100,0 100.0 100.0 100.0 1000 1000 8,1 83.9 91.0 8,2 8,8 Wi --•��W2 'III/I/Ili*11111``` 00z
60" 100.0 100.0 1 100.0 100.0 1 00.0 100,0 1 00.0 1 100.0 100.0 97.894.7 81.8 89,1 T I $ a
W100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10o.o 8,8 95,7 92.8 I $Z
58" 100.0 100.0 1 100.0 100.0 1 00.0 100.0 1 100.0 100.0 100.0 100.0 100.0 99.9 8.8 g
fi4" 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 �, GLAZING GLAZING e
fit" 100.0 100.0 100.0 100,0 100.0o"(000)00"'o
100.0 100.0 100,0 100.0 00. 100.0 100.0 PRODUCT PRODUCT 4 d a
x 80" 100.0 100.0 18.0 18,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 00.0
C 48" 100.0 100.0 100.0 100,0 100.0 100.0 1W.0 100.0 100,0 1 .0 100,0 100.0 O �1
46" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100,0 100.0 100.0 100.0
44" 100,0 100.0 100.0 100.0 1oo.0 100.0 100.0 100.0 100.0 1000 100.0 100.0
42 100.0 1 .0 1 .0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 x ��
40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 p �p
3fi 100,0 100.0 too,0 1 .0 100.0 100.0 100.0 100.0 100.0 tooA 100.0 100,0
36" IWO 100.0 100.0 100.0 1ao.0 100,0 100.0 100,0 100.0 tao,0 1ao.0 1ao,0
34' 00.0 100.0 1 .0 100.0 100.0 100.0 700.0 100.0 109.0 100.0 100,0 100.0 100.0 9
n 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 18.0 700.0 } at
30 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 700.0 100.0 100.0 100.0 m Zy
2F. OOA 100.0 1 .0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 a o
26" 100.0 1 100.0 100.0 100.0 I 100.0 1 00.0 100.0 100.0 .0 100.0 100.0 100.0 100.0 TRIBUTARY WIDTH = Wi + W2 I
2N. 00.0 1 100.0 100.0 100.0 1 100.0 1 1011.01 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 2 r
INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: ^U
a a N
1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE
BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). I--W1��W2
2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE
d 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. GLAZING GLAZING e N
THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT PRODUCT PRODUCT y^ y
DETERMINED IN STEP i ABOVE.
GLAZING z II B o
PRODUCT o
N (al
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR $ _
o SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE
FOLLOWING:
1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR
THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT n O
APPROVAL.
2.2. wte: 2110/09
SUBSTITUTE //8-18 PANHEAD SELF-RILLING SCREWS SHOWN
IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM sem, N.T.S.
b FASTENER SPACING ALLOWED IS 6" FROM EACH END AT- on.By; DWS m
m SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. d
cxw at: LFS
THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING DRAWMO NO.: =
OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.4
BY SILVERLINE CAN BE USED IN THIS FASHION. 0
ll0
•• SLVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE PSF ...
TMURYWIDTH 9A,•',
I•A '•, �i�
• 28" 35" 32" 34" 31" 3/" 42" 4Y• k" 41^ 41" W. 12"
74" 88.2 83.0 78.4 74.4 70.9 67.7 64.8 62.2 59.8 57.5 55.4 53.4 51.8 _ �z n
71" 98.0 80.4 85. 91.1 77.3 73.9 70.7 87.8 69.1 82.8 80.4 58.2 59.2 �1 aa * t :fin•�`•
70" 100.0 98.7 93.4 88.7 64.5 80.7 77.2 74.1 71.1 68.4 65.9 83.8 61.4
18" 100,0 100.0 10010 97.2 92.6 88.4 84.6 81.1 77.9 74,9 72,1 89.8 67.2 i��•. �� F=01 n
i6" 100.0 100.0 100.0 --Too 0 100,0 97.1 92.9 89,0 85.5 62.2 79.2 76.4 73,7 {--Wi W2 �ii��••'••.....••' ,`���� > m
64" 100.0 100.0 100.0 100.0 100,0 100.0 100.0 98.0 94,1 90.5 87.1 81.0 81.1
/2" 100.0 100.0 1 100,0 100.0 1 00,0 1 100.0 1 00.0 1 100.0 1 00.0 1 98.2 1 94,1 90.3 88.8
10" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.4 92.7
1/" 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 98.2 Z ��
81" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 .0 100.0 100.0 <. GLAZING GLAZING i =
a PRODUCT PRODUCT Jf, c
64" 100.0 100.0 100.0 700,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 7 .0 n •j d a
•� /1" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0
x W" 100.0 00.0 100.0 100.0 100,0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 O �_
4/^ 100,0 100.0 100.0 100.0 100.0 100.0 100,0 --Too 0 100.0 100.0 100.0 100.0 100,0 pa
41^ 100.0 100.0 100,0 100,0 100.0 100.0 100,0 00.0 100.0 100.0 100.0 100.0 100.0 �5
a 44" 100.0 700.0 100.0 toD,O 100,0 100.0 100,0 100,0 ta0.0 100,0 100.0 100.0 1 .0
42" 100.0 100,0 100.0 100,0 100.0 00.0 100.0 00.0 100.0 100.0 1oo.o 100.0 100.0 UO
40" 100.0 100.0 100.0 100.0 100,0 100,0 100.0 100,0 100.0 tOOA 100.0 100.0 100.0 z
31" 1oo.0 00,0 1 .0 100,0 100.0 100.0 100.0 100.0 tao,0 100.0 100.0 100. 100.0 �o
31" 100.0 100,0 700.0 100,0 100,0 00.0 100,0 100.0 100.0 100.0 100.0 700.0 100.0
34• 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
32" 00.0 100.0 700.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 i .0
35" 100.0 100.0 100.0 100.0 100.0 100.0 00.0 00.0 00.0 -TOO0 100.0 100.0 100.0
4 28^ -755.0 --Tooo --Too2 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 TRIBUTARY WIDTH W7 + W2 a
2i" 100,0 100A 100.0 100.0 1aD,0 100,2 100.0 100.0 100.0 100.0 100.0 oo.0 100.0 2
I. 1120 100.0 105,0 102.0 122,0 100.0 100.0 720.0 100.0 100.0 100.0 100.0 100,0 0
INATRUCTIONS FOR USE OF THE MULLION LOAD TABLE: c N
I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE �I w
BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). Wi W2
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. GLAZING GLAZING e
THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT PRODUCT PRODUCT y c
DETERMINED IN STEP 1 ABOVE. GLAZING z II w
z
PRODUCT 8 0 0
N N N
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR
o SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE
FOLLOWING:
w mug 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR ^q
THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT -•-z
2. SUBSTITUTES
O�� ❑�
APPROVAL
TITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN DATE: 2110109 9
IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM s:AIF N.T.S.
FASTENER SPACING ALLOWED IS 6" FROM EACH END AT No.9r: DWS a'
SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. 711.9r, LFS d
THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES, NOTE, A MINIMUM OF 3 THREADS OF THE SELF-DRILLING oPAwum No.:
OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.4
5 BY SILVERLINE CAN BE USED iN THIS FASHION.
snM 3 OF 4 0
(8)#10x 1-1/s WOOD SCREWS 2X FRAMING (4)3/16'0 CONCRETE ANCHORS (4)3/16"0 CONCRETE ANCHORS CONCRETE ``�����
CONCRETE (SEE ANCHOR SCHEDULE) (SEE ANCHOR SCHEDULE) %0-& .. .
oa' a d... � as,,.•.' va i Vi � ••�� 8�A
c i� '............... 5 m�
I I se Z Z nt It%% 8 00=
II II nW �Ij~jl �m I~II IXBUCK �LLid �+ �Z.4
° ° w
! \M
ANCHOR TO 2X STUD OR TO 2X BUCK ANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH 1 X BUCK
5.5" o zi
oa
0.375" HORL70NTAL TRANSOM �
ft
r--2.25'---��—2.25---�I+—2.25"--►� MULLION 2724,2724 OR z
O T (UNDER SEPARATE APPROVAVA L) o�
aa O
G (8)N 10 X 3/4"
$ i3 SELF-DRILUNG I I
II II
L � N8 X 3/4nSMS u u
SELF-DRILUNG SMS
MULLION ANCHOR BRACKET 2722 VERTICAL MUWON z
(6063-76 ALUM) m MULLION ANCHOR BRACKET 50.2722 B o 2
FOR CONCCRETRETE ANCHORING
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING (60ALUM) ANCHOR MULLION TO MULLION
T' no-}�hie''vyh7 K%y MM",
O.ln m � �r, m .mrafrt:�u"�T „.;ea�r��tr iuerir•g;r�k. 3+:��r :K ro
010PFHH=DS REW WOOD 1.3/B"
010.16SELF-DMWNG AMN.0131HVAD3 N.-O
SHEET METAL SCREW STEEL COAI�IEmytHRWGH I" 1-1/8" z m
0— ho THEsmw3m m DATE 2110/09
3/16"OPFHswt N.T.S.
H0.
b 71 KWIKCON 0+ HOLLOW BIOCK - 1-114 - 1-1/T - T m
OwO.at. DWS
t•�1"�I
CONCRETE 1.1/4 W/T �' CHN.BY. LF�S 3
MULLION BRACKET ANCHORING WOOD FRAMING(S.G.>-0,42) DRAWINO
2724 MULLION STEEL CONFORMING TO ASTM A&S3,16 CA.,0.060°MIN,THICKNESS(Fy o 334M PSL Fu a 45,000 PSI) FL-6067.4
2722 BRACKET SHOWN SHEET METAL SCREWS(SAE GRADE 5 MP1.I:H0.TI KWIK-FLEX orELCO DRIL4M o
(6063 T6 ALUM) (WOOD SCREW ANCHORING SHOWN) CONCRETE CONFORMING TO ACI 301(3.000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TO ASTM C90 sHrfr 4 of 4 A
a