HomeMy WebLinkAboutproduct approval OMER
� rMY. Q
BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats.&Facts Publications I Contact Us ; BCIS Site Map ; Links i Search
Rod
Product Approval
} �M USER-Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL FL6067-119
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 1-9
iY Product Manufacturer Silver Line Building Products Corp.
f: Address/Phone/Email One Silverline Drive
North Brunswick,
NJ 08902
r (732)435-1000
wac� jonberrian@slbp.com
;{ sAuthorized Signature Jon Berrian
jonberrian@slbp.com
Technical Representative Jon Berrian
i" Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
:. jonberrian@slbp.com
. -
}n,� Quality Assurance Representative
a Address/Phone/Email
�rxJ Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
a -? r
ED 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 08/03/2021
Validated By Locke Bowden P.E.
RJ Validation Checklist-Hardcopy Received
Certificate of Independence FL6067 R9 COI COI Silverline SS 2017-06-14.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E 330 2002
u �
TAS 201 1994
TAS 202 1994
TAS 203 1994
a
Equivalence of Product Standards
Certified By
8/8/2019
Y r Sections from the Code
b; a �
Product Approval Method Method 1 Option D
Y`
Date Submitted 02/22/2019
Date Validated 02/23/2019
+,t 4
3 .5 Date Pending FBC Approval 03/02/2019
'Date Approved 04/16/2019
>�iutm na� -,o# rodu s i s f r y
K� — wabcl«.IE�'4i3 -]._-Ct 'J-�^.' � fai'rt.3:,..��..Y,:Gr v ?} Y1y �`B t V
7sv'�iii�x skar - a '✓�" .�u C i - ? ¢ 1 I
r K MOdel��l{R/ pP 0l�NIa1flE De5clon s,
6067.1 Series 2723/2724/2728 Structural Beam Mullion
,Limits of Use Installation Instructions
Z � Approved for use in HVHZ:No FL6067 R9 II SDWO14 SS 2019-02-22.Ddf
�� N Ap
proved 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
-k ; � y Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions and Product Evaluation FL6067 R9 AE PER5510 SS 2019-02-22.pdf
e Report for allowable design pressures,r sizes, installation Created by Independent Third Party:Yes
�.; requirements and limits of use
M� a.
a 5067 2 Seres 27Z3/2724/2728 Stlu�ural Beam Mullion
Limits of Use Installatron Instructions
Approved for use lh 11VHZs Ye53 FL6067 R9 II SDW015 SS 2059 02 2Zodf
Approved for use outside HVHZ Yes Verified By �iermes F didr6,P E Flonda P E:.73778
- Impact Resistant Yes Created by Independent 7tu�d Party Yes
'" ��-.� Design Pressure lV/A Evaluahon Reports -
' Other See Installation Instrilctlons`and Product Evaluahon FL6067 R9 AE PER551i SS 2019-02-22.Ddf
Report for allowable design pressures;sizes, nstallaflon ;.Created by Independent Third Party:Yes
requirements and limits of.use
a:
6067.3 Series 7537 Structural Beam Mullion.
Limits of Use Installation Instructions
a:� Approved for use in HVHZ:No FL6067 R9 II SDWO16 SS 2019-02-22.Ddf
_Y 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: N/A Evaluation Reports
• Other:See Installation Instructions and Product Evaluation FL6067 R9 AE PER5218 SS 2017-10-19.Ddf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
t � requirements and limits of use-
MI T IN 01-a' ll
sc
�?
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone;850-487-1824
Y.-� The State of Florida Is an AA/EEO employer.Copyriaht 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
rmail 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
�• F (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
emalls 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
u fix r dick here.
a"
r
Product Approval Accepts:
MIT ® HE ®
x s
Credit Card
Safe
a
8/8/2019
i
OMER
� rMY. Q
BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats.&Facts Publications I Contact Us ; BCIS Site Map ; Links i Search
Rod
Product Approval
} �M USER-Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL FL6067-119
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 1-9
iY Product Manufacturer Silver Line Building Products Corp.
f: Address/Phone/Email One Silverline Drive
North Brunswick,
NJ 08902
r (732)435-1000
wac� jonberrian@slbp.com
;{ sAuthorized Signature Jon Berrian
jonberrian@slbp.com
Technical Representative Jon Berrian
i" Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
:. jonberrian@slbp.com
. -
}n,� Quality Assurance Representative
a Address/Phone/Email
�rxJ Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
a -? r
ED 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 08/03/2021
Validated By Locke Bowden P.E.
RJ Validation Checklist-Hardcopy Received
Certificate of Independence FL6067 R9 COI COI Silverline SS 2017-06-14.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E 330 2002
u �
TAS 201 1994
TAS 202 1994
TAS 203 1994
a
Equivalence of Product Standards
Certified By
8/8/2019
OMER
� rMY. Q
BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats.&Facts Publications I Contact Us ; BCIS Site Map ; Links i Search
Rod
Product Approval
} �M USER-Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL FL6067-119
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 1-9
iY Product Manufacturer Silver Line Building Products Corp.
f: Address/Phone/Email One Silverline Drive
North Brunswick,
NJ 08902
r (732)435-1000
wac� jonberrian@slbp.com
;{ sAuthorized Signature Jon Berrian
jonberrian@slbp.com
Technical Representative Jon Berrian
i" Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
:. jonberrian@slbp.com
. -
}n,� Quality Assurance Representative
a Address/Phone/Email
�rxJ Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
a -? r
ED 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 08/03/2021
Validated By Locke Bowden P.E.
RJ Validation Checklist-Hardcopy Received
Certificate of Independence FL6067 R9 COI COI Silverline SS 2017-06-14.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E 330 2002
u �
TAS 201 1994
TAS 202 1994
TAS 203 1994
a
Equivalence of Product Standards
Certified By
8/8/2019
Y r Sections from the Code
b; a �
Product Approval Method Method 1 Option D
Y`
Date Submitted 02/22/2019
Date Validated 02/23/2019
+,t 4
3 .5 Date Pending FBC Approval 03/02/2019
'Date Approved 04/16/2019
>�iutm na� -,o# rodu s i s f r y
K� — wabcl«.IE�'4i3 -]._-Ct 'J-�^.' � fai'rt.3:,..��..Y,:Gr v ?} Y1y �`B t V
7sv'�iii�x skar - a '✓�" .�u C i - ? ¢ 1 I
r K MOdel��l{R/ pP 0l�NIa1flE De5clon s,
6067.1 Series 2723/2724/2728 Structural Beam Mullion
,Limits of Use Installation Instructions
Z � Approved for use in HVHZ:No FL6067 R9 II SDWO14 SS 2019-02-22.Ddf
�� N Ap
proved 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
-k ; � y Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions and Product Evaluation FL6067 R9 AE PER5510 SS 2019-02-22.pdf
e Report for allowable design pressures,r sizes, installation Created by Independent Third Party:Yes
�.; requirements and limits of use
M� a.
a 5067 2 Seres 27Z3/2724/2728 Stlu�ural Beam Mullion
Limits of Use Installatron Instructions
Approved for use lh 11VHZs Ye53 FL6067 R9 II SDW015 SS 2059 02 2Zodf
Approved for use outside HVHZ Yes Verified By �iermes F didr6,P E Flonda P E:.73778
- Impact Resistant Yes Created by Independent 7tu�d Party Yes
'" ��-.� Design Pressure lV/A Evaluahon Reports -
' Other See Installation Instrilctlons`and Product Evaluahon FL6067 R9 AE PER551i SS 2019-02-22.Ddf
Report for allowable design pressures;sizes, nstallaflon ;.Created by Independent Third Party:Yes
requirements and limits of.use
a:
6067.3 Series 7537 Structural Beam Mullion.
Limits of Use Installation Instructions
a:� Approved for use in HVHZ:No FL6067 R9 II SDWO16 SS 2019-02-22.Ddf
_Y 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: N/A Evaluation Reports
• Other:See Installation Instructions and Product Evaluation FL6067 R9 AE PER5218 SS 2017-10-19.Ddf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
t � requirements and limits of use-
MI T IN 01-a' ll
sc
�?
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone;850-487-1824
Y.-� The State of Florida Is an AA/EEO employer.Copyriaht 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
rmail 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
�• F (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
emalls 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
u fix r dick here.
a"
r
Product Approval Accepts:
MIT ® HE ®
x s
Credit Card
Safe
a
8/8/2019
i
OMER
� rMY. Q
BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats.&Facts Publications I Contact Us ; BCIS Site Map ; Links i Search
Rod
Product Approval
} �M USER-Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL FL6067-119
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 1-9
iY Product Manufacturer Silver Line Building Products Corp.
f: Address/Phone/Email One Silverline Drive
North Brunswick,
NJ 08902
r (732)435-1000
wac� jonberrian@slbp.com
;{ sAuthorized Signature Jon Berrian
jonberrian@slbp.com
Technical Representative Jon Berrian
i" Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
:. jonberrian@slbp.com
. -
}n,� Quality Assurance Representative
a Address/Phone/Email
�rxJ Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
a -? r
ED 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 08/03/2021
Validated By Locke Bowden P.E.
RJ Validation Checklist-Hardcopy Received
Certificate of Independence FL6067 R9 COI COI Silverline SS 2017-06-14.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E 330 2002
u �
TAS 201 1994
TAS 202 1994
TAS 203 1994
a
Equivalence of Product Standards
Certified By
8/8/2019
i
• I
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS ffl
Silverline
i SILVER LINE WINDOWS AND DOORS " .
SERIES 2723(PART#230295),2724,2728(PART#230296)
STRUCTURAL BEAM MULLION(HVHZ)(IMPACT
GENERAL NOTES: �•^WI W2--{ FLI
OI b �=O O6 Q F
A I or�NiF ¢ar
Y THE PRODUCT SHOWN HERON S DESIGNED AND MANUFACTUREDIOCOMPLYWRHTHECURRENTFLORMA 4, ,Myo ¢ 0 4
BULLDING CODE(FEQ,INCLUDING HW¢ANO HAS BEEN EVAWATEDACOORDING TOTHEFOLLOWING: Na � Mail!
TAS2 -9C - ❑ r � '
Tas l02oz-94
TASZOIA4
330 �1`ASTME
N
n
A ADEQUACYOFTHE EXISTING STRUCTURAL[ON(RMIMIWNRYAND2%FRAMING ASAAMN WIND FORCE L 11
RESISTING SYSTEM CAPABIEOF WITHSTANDING ANDTRANU RING APPLIED PRODUCFLOADSTOTHE
FDUNDATIONISTHERESPOM9RMOFTNEEMNEERGRAROHMOFRKOWFORTREPROIECFOF
INSTALLATION. a 4 vl
Wl
3. 1RAN02%BUC/SFWHENUSEDISHALLBEDESIGNEDANDANCHOREDTOPROPERLYTRANSFERALLFOAOSTO REMARKS BY DATE
THESTRUCMIE.BUCK DESIGN AND INSTALLATION S THE RESPONSTYOFTHE ENGINEER ORARODTECTOF
RECURDFORTRI IBN
PROIECFOFINSTALLATION. A
4. THE ISTAUATION DETAILS DESCRIBED HERM ARE GENERIC AND MAY NOT REFLECT ACTUAL COMUDOIS FOR a
ASPMMSITC IFSOECONORFONSOUISEINSTAUATIONTODEIMTEFROMTHEREQUIREMFNTSDEUIID
HE ON,AUCEMEDENGINEET DRARCNITERSHALL PREPARESNESPECIRC DOCUMENTS FOR USEWOHTHS. A
DOCUMENT IN NON-HVHZ AREA&IN HVHZAREAS,ONETIME PRODUCT APPROVALIO UEOBTADIED FROM 4 �ow�mmnA m•
MLAk"ADEREA A•�`mm�'�'
S. MUWON&CUP MATERIAL-ALUMINUM GM-76 t
CW2 4RFf4Yfu—..PE
6. MULUONSMAYUEUSEDK'R PPROYEU
HANYAFMUTMION
TPRODUCfUNDERSEPARATEAPMMAL LSEE 7. --E -10FORINSTAUATIONANOIORREQUIREMENRFORSPEOFICANCHORINGRECIMREMEMS,MULLION CUNFIGURAIFOIS.ANDDESSN LOAD C ES.APACITI LILINACCOROANCEWRHTHEOIRRENTF71C4120OORAOA
SRMETALSICUCLUDINGFASfEIfERSTHATEMY[OMEINTOCOMACTWTFNAWMINUMUMTFRAWNGSUALLEEPROEECMMTABLE OF CONTENTS � o lSHEETREVISION SHEET DESCRIPTION ��
4T i
�1 GENEIW.NOfESANO iYPICAIEIEVATI0N5 L Wl W2 ae�ew�i teo�i aln a
2 MUWWSCROSSSMM015 ATR:NR.vrWPOVRAm1 >�+
I TYPICAL ELEVATIONS FLIN
a '3 ANCHOR cup CONFIGURATIONS FL6067
c ;4 VERTICAL SECTIONS&ANCHOR SCHEDULES INSTRUCTIONS,
F I. DETERMINE REQUIRED DESIGN PRESSURE iOROPENDIG DATE 02 11�19
5 ANOTOR IOADTABIES FORZR3(PARf IT230295I ONFWAY MUWON 2. 61003E A MULUON THAT PROPOLLY FYS7HEFENFSTRATION PRODUCT.
DWG BY. CEOT.fq:
,6 ANCNORLOAOTABLFSfOR2723B'ApFB230295}1WPWAYAIUUION 3. DE71VINEWHETNERASSFMBLYREQUUIESONE•WAYORTWO-WAY MULLIONS: H FIFN
ASSEMMI FS CONSISTING NG OF STACIOD OR SME-BBY UN95 REQUIRE USE OF ONE-WAY MU W DNK
ASSEMBLIES CON991NG OF MULME UNITS M UM TOGETHER WFOH MULTIPLE MULLIONS REQUIRE SCALE TUTS
7 ANCHOR LOAD TABLES FOR 2724ONEWAYMUWON USE OFTWO-WAYMULLIONL SW0015
1 4. VERIFY THATMUWOND"U"PRESSURE KtMMORMal=RLTORRMDESlMMMREDFOnKMG
'8 ANCHOR LDAOTAMES FOR2724TWO-WAYMULUON USING CHARTS ON SHEETS&ID.
S. CLIMBED CLIP TYPESAPPERR ON SHEETS A&4.MULTIPLE ANOIORTYPEISUBSTRATEJOID COMBINATIONS. SHEET //II
9 ANQIORLOADTMESFOR2729(PARE/73C19GI0NE-WATMUWON WITHIANOPENXNGAREAULOWED. ll
& THELESSEA DESIGN PRESSUREOR NUWONORFENUMTION PRODUCTWRL GOVERN OYOMULASSEMILLY IIII
10 ANOIORLOADTABUESFOR272B(PART42302%)TWO-WAYMUWON DE9GNPRESSUREMTmr'
OF 30
i
I
I
I
i
• I
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS ffl
Silverline
i SILVER LINE WINDOWS AND DOORS " .
SERIES 2723(PART#230295),2724,2728(PART#230296)
STRUCTURAL BEAM MULLION(HVHZ)(IMPACT
GENERAL NOTES: �•^WI W2--{ FLI
OI b �=O O6 Q F
A I or�NiF ¢ar
Y THE PRODUCT SHOWN HERON S DESIGNED AND MANUFACTUREDIOCOMPLYWRHTHECURRENTFLORMA 4, ,Myo ¢ 0 4
BULLDING CODE(FEQ,INCLUDING HW¢ANO HAS BEEN EVAWATEDACOORDING TOTHEFOLLOWING: Na � Mail!
TAS2 -9C - ❑ r � '
Tas l02oz-94
TASZOIA4
330 �1`ASTME
N
n
A ADEQUACYOFTHE EXISTING STRUCTURAL[ON(RMIMIWNRYAND2%FRAMING ASAAMN WIND FORCE L 11
RESISTING SYSTEM CAPABIEOF WITHSTANDING ANDTRANU RING APPLIED PRODUCFLOADSTOTHE
FDUNDATIONISTHERESPOM9RMOFTNEEMNEERGRAROHMOFRKOWFORTREPROIECFOF
INSTALLATION. a 4 vl
Wl
3. 1RAN02%BUC/SFWHENUSEDISHALLBEDESIGNEDANDANCHOREDTOPROPERLYTRANSFERALLFOAOSTO REMARKS BY DATE
THESTRUCMIE.BUCK DESIGN AND INSTALLATION S THE RESPONSTYOFTHE ENGINEER ORARODTECTOF
RECURDFORTRI IBN
PROIECFOFINSTALLATION. A
4. THE ISTAUATION DETAILS DESCRIBED HERM ARE GENERIC AND MAY NOT REFLECT ACTUAL COMUDOIS FOR a
ASPMMSITC IFSOECONORFONSOUISEINSTAUATIONTODEIMTEFROMTHEREQUIREMFNTSDEUIID
HE ON,AUCEMEDENGINEET DRARCNITERSHALL PREPARESNESPECIRC DOCUMENTS FOR USEWOHTHS. A
DOCUMENT IN NON-HVHZ AREA&IN HVHZAREAS,ONETIME PRODUCT APPROVALIO UEOBTADIED FROM 4 �ow�mmnA m•
MLAk"ADEREA A•�`mm�'�'
S. MUWON&CUP MATERIAL-ALUMINUM GM-76 t
CW2 4RFf4Yfu—..PE
6. MULUONSMAYUEUSEDK'R PPROYEU
HANYAFMUTMION
TPRODUCfUNDERSEPARATEAPMMAL LSEE 7. --E -10FORINSTAUATIONANOIORREQUIREMENRFORSPEOFICANCHORINGRECIMREMEMS,MULLION CUNFIGURAIFOIS.ANDDESSN LOAD C ES.APACITI LILINACCOROANCEWRHTHEOIRRENTF71C4120OORAOA
SRMETALSICUCLUDINGFASfEIfERSTHATEMY[OMEINTOCOMACTWTFNAWMINUMUMTFRAWNGSUALLEEPROEECMMTABLE OF CONTENTS � o lSHEETREVISION SHEET DESCRIPTION ��
4T i
�1 GENEIW.NOfESANO iYPICAIEIEVATI0N5 L Wl W2 ae�ew�i teo�i aln a
2 MUWWSCROSSSMM015 ATR:NR.vrWPOVRAm1 >�+
I TYPICAL ELEVATIONS FLIN
a '3 ANCHOR cup CONFIGURATIONS FL6067
c ;4 VERTICAL SECTIONS&ANCHOR SCHEDULES INSTRUCTIONS,
F I. DETERMINE REQUIRED DESIGN PRESSURE iOROPENDIG DATE 02 11�19
5 ANOTOR IOADTABIES FORZR3(PARf IT230295I ONFWAY MUWON 2. 61003E A MULUON THAT PROPOLLY FYS7HEFENFSTRATION PRODUCT.
DWG BY. CEOT.fq:
,6 ANCNORLOAOTABLFSfOR2723B'ApFB230295}1WPWAYAIUUION 3. DE71VINEWHETNERASSFMBLYREQUUIESONE•WAYORTWO-WAY MULLIONS: H FIFN
ASSEMMI FS CONSISTING NG OF STACIOD OR SME-BBY UN95 REQUIRE USE OF ONE-WAY MU W DNK
ASSEMBLIES CON991NG OF MULME UNITS M UM TOGETHER WFOH MULTIPLE MULLIONS REQUIRE SCALE TUTS
7 ANCHOR LOAD TABLES FOR 2724ONEWAYMUWON USE OFTWO-WAYMULLIONL SW0015
1 4. VERIFY THATMUWOND"U"PRESSURE KtMMORMal=RLTORRMDESlMMMREDFOnKMG
'8 ANCHOR LDAOTAMES FOR2724TWO-WAYMULUON USING CHARTS ON SHEETS&ID.
S. CLIMBED CLIP TYPESAPPERR ON SHEETS A&4.MULTIPLE ANOIORTYPEISUBSTRATEJOID COMBINATIONS. SHEET //II
9 ANQIORLOADTMESFOR2729(PARE/73C19GI0NE-WATMUWON WITHIANOPENXNGAREAULOWED. ll
& THELESSEA DESIGN PRESSUREOR NUWONORFENUMTION PRODUCTWRL GOVERN OYOMULASSEMILLY IIII
10 ANOIORLOADTABUESFOR272B(PART42302%)TWO-WAYMUWON DE9GNPRESSUREMTmr'
OF 30
i
I
I
I
i
• I
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS ffl
Silverline
i SILVER LINE WINDOWS AND DOORS " .
SERIES 2723(PART#230295),2724,2728(PART#230296)
STRUCTURAL BEAM MULLION(HVHZ)(IMPACT
GENERAL NOTES: �•^WI W2--{ FLI
OI b �=O O6 Q F
A I or�NiF ¢ar
Y THE PRODUCT SHOWN HERON S DESIGNED AND MANUFACTUREDIOCOMPLYWRHTHECURRENTFLORMA 4, ,Myo ¢ 0 4
BULLDING CODE(FEQ,INCLUDING HW¢ANO HAS BEEN EVAWATEDACOORDING TOTHEFOLLOWING: Na � Mail!
TAS2 -9C - ❑ r � '
Tas l02oz-94
TASZOIA4
330 �1`ASTME
N
n
A ADEQUACYOFTHE EXISTING STRUCTURAL[ON(RMIMIWNRYAND2%FRAMING ASAAMN WIND FORCE L 11
RESISTING SYSTEM CAPABIEOF WITHSTANDING ANDTRANU RING APPLIED PRODUCFLOADSTOTHE
FDUNDATIONISTHERESPOM9RMOFTNEEMNEERGRAROHMOFRKOWFORTREPROIECFOF
INSTALLATION. a 4 vl
Wl
3. 1RAN02%BUC/SFWHENUSEDISHALLBEDESIGNEDANDANCHOREDTOPROPERLYTRANSFERALLFOAOSTO REMARKS BY DATE
THESTRUCMIE.BUCK DESIGN AND INSTALLATION S THE RESPONSTYOFTHE ENGINEER ORARODTECTOF
RECURDFORTRI IBN
PROIECFOFINSTALLATION. A
4. THE ISTAUATION DETAILS DESCRIBED HERM ARE GENERIC AND MAY NOT REFLECT ACTUAL COMUDOIS FOR a
ASPMMSITC IFSOECONORFONSOUISEINSTAUATIONTODEIMTEFROMTHEREQUIREMFNTSDEUIID
HE ON,AUCEMEDENGINEET DRARCNITERSHALL PREPARESNESPECIRC DOCUMENTS FOR USEWOHTHS. A
DOCUMENT IN NON-HVHZ AREA&IN HVHZAREAS,ONETIME PRODUCT APPROVALIO UEOBTADIED FROM 4 �ow�mmnA m•
MLAk"ADEREA A•�`mm�'�'
S. MUWON&CUP MATERIAL-ALUMINUM GM-76 t
CW2 4RFf4Yfu—..PE
6. MULUONSMAYUEUSEDK'R PPROYEU
HANYAFMUTMION
TPRODUCfUNDERSEPARATEAPMMAL LSEE 7. --E -10FORINSTAUATIONANOIORREQUIREMENRFORSPEOFICANCHORINGRECIMREMEMS,MULLION CUNFIGURAIFOIS.ANDDESSN LOAD C ES.APACITI LILINACCOROANCEWRHTHEOIRRENTF71C4120OORAOA
SRMETALSICUCLUDINGFASfEIfERSTHATEMY[OMEINTOCOMACTWTFNAWMINUMUMTFRAWNGSUALLEEPROEECMMTABLE OF CONTENTS � o lSHEETREVISION SHEET DESCRIPTION ��
4T i
�1 GENEIW.NOfESANO iYPICAIEIEVATI0N5 L Wl W2 ae�ew�i teo�i aln a
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I TYPICAL ELEVATIONS FLIN
a '3 ANCHOR cup CONFIGURATIONS FL6067
c ;4 VERTICAL SECTIONS&ANCHOR SCHEDULES INSTRUCTIONS,
F I. DETERMINE REQUIRED DESIGN PRESSURE iOROPENDIG DATE 02 11�19
5 ANOTOR IOADTABIES FORZR3(PARf IT230295I ONFWAY MUWON 2. 61003E A MULUON THAT PROPOLLY FYS7HEFENFSTRATION PRODUCT.
DWG BY. CEOT.fq:
,6 ANCNORLOAOTABLFSfOR2723B'ApFB230295}1WPWAYAIUUION 3. DE71VINEWHETNERASSFMBLYREQUUIESONE•WAYORTWO-WAY MULLIONS: H FIFN
ASSEMMI FS CONSISTING NG OF STACIOD OR SME-BBY UN95 REQUIRE USE OF ONE-WAY MU W DNK
ASSEMBLIES CON991NG OF MULME UNITS M UM TOGETHER WFOH MULTIPLE MULLIONS REQUIRE SCALE TUTS
7 ANCHOR LOAD TABLES FOR 2724ONEWAYMUWON USE OFTWO-WAYMULLIONL SW0015
1 4. VERIFY THATMUWOND"U"PRESSURE KtMMORMal=RLTORRMDESlMMMREDFOnKMG
'8 ANCHOR LDAOTAMES FOR2724TWO-WAYMULUON USING CHARTS ON SHEETS&ID.
S. CLIMBED CLIP TYPESAPPERR ON SHEETS A&4.MULTIPLE ANOIORTYPEISUBSTRATEJOID COMBINATIONS. SHEET //II
9 ANQIORLOADTMESFOR2729(PARE/73C19GI0NE-WATMUWON WITHIANOPENXNGAREAULOWED. ll
& THELESSEA DESIGN PRESSUREOR NUWONORFENUMTION PRODUCTWRL GOVERN OYOMULASSEMILLY IIII
10 ANOIORLOADTABUESFOR272B(PART42302%)TWO-WAYMUWON DE9GNPRESSUREMTmr'
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SERIES 2723(PART#230295) SERIES 2724 SERIES 2728(PART#230296)
TUBE MULLION TUBE MULLION TUBE MULLION
— OF
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NOTE
1. MULLION PROFILES SHOWN ABOVE ARE
OF ALUMINUM,6063 T6 MATERIAL aim
a 2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES LM
AND DIMENSIONS. FL6067
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MULLION ANCHOR BRACKET 50-2722(PART#230297) MULLION ANCHOR BRACKET 50-2722(PART#230297)
ALUMINUM(6063 T6) ALUMINUM(6063-T6) e
(6)ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING CONCRETE&CMU ANCHORING *
(4)ANCHORS FOR N 7
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_ COUNTERSINK HOLE THROUGH HOLE
02/11 19
NOTE: BW&BY_ GBLer,
1. EITHER OF THE DETAILS SHOWN ABOVE CAN BE USED AS THE TYPE OF HOLE HR HFN
sca. NTS
t THROUGH THE MULLION ANCHOR BRACKET,AS LONG AS MIN.EDGE nW4c SWD015
DISTANCE AND MIN,EMBEDMENT REQUIREMENTS ARE MET. SHEET
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1 ANCHOR,AB-3/4-SELF
6 LAX2-I/4' MAX11/B' DRIWNGSCREWFOOM USIverLine
EDGE DISTANCE MIN.1- IJICH SIDE OF THE
SUBSTRATE BY OTFIEMU WON INTO THE
5 EXTERIOR INTERIOR EXTERIOR BRACKET.STAGGERED AS
M..ANCHOR 1_ INTESSARYTO AVOID 4TwII wimac
INTERFERENCE
RA 50-7m
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VERTICAL ii ii EPA 0230297 MIN.
MULLION �� I' MAIL 31/B' EWE06TANCE fa�aMM
1 ANCHOR.OR-3/4'SDF i i
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DRIWNGSREWFROM 1-31W
MUWSIDEOFTHE 2-1/4'
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BRACKET, GGEREDAS s�
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INTERFERENCE VERTICAL
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BRACKET 50-2722 ry n o /
MIN. INTERIOR (PART 073D2971 ry \�
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DISTANCE "TRANSOM SCREW EMBEDME EDGE
INSTALLATION •E^
MULLION SUBSTRATE qTY PFR ANCHOR TYPE M DISTANCE
�4,MAX TYPE LOCATION (IN.) (IN.) N 7 'PO�IS
MIN.EMBED
ANCHOR BRACKET v q OF
1 M N lye VERTICAL WOOD S0.2722(PART 6 1112 WOOD ANCHOR 1S 03S �O - O IDP'r 4�`
I MULLION 1ANCHOR,08-3WSELF #230297) ., ,
1 I I i DRILLING SCREW FROM ANCHOR BRACKET ���
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BRACKET50.2722 II IO MUWON IRTOTHE CONCRETE/ w4la�rOtT)i
II. II 50.2722(PART 4 J 0ITWTAPCON LO 2.00 rm..c mn
(PART tl23@97) OI OI NECFSSARYTORACKIET.STAGAVOIDAS MASONRY #230297) acm+�u °in. a
I EMRIOR INTERIOR INTERFERENCE ALUM. ANCHOR BRACKET
? MIN.1-3AL' MUWON/ALUM. SO-2722(PART 6 012SELF-DRIWNGSMS 3THAFADS 2.00 FL4.
4 MAX 2-1/4- /STEEL 0230297) FL6067
8 FDGEDISTANCE DATE 02 11/19
[� VERTICAL SECTION "°'� NOTEDW HY. HFN
4 ALUMINUM MULLION -HEAD,SILLANDIAMB HAVE DETAILS SHOWN ARE TYPICALFORALL
SIDEVIEW-VERRCILL Sunum DETAILS MULLION&CLIPASSEMBUES.SEE SCALE- NTS
1 SHEETS 5-10EET� FORALLOWARLE MULLION DTYG.r. SWD015
CONFIGURATIONS,SIZES,AND DESIGN
PRESSURES. SHEET
4
OF 10
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MANMUM DESIGN PRESSURE CAPACITY CHART(Pln:STRUCTURAL MUWONS(ONE-WAY1 Silver Line
u"•n�eeeu-
L-MUII W-Tnbul3ryWdIh(m) umauxc urs wamowz
1&0 20.0 220 24.0 2&0 280 30.0 32.0 34.0 1 35,0 3840 40.0 42.0 44.0 46A 48.0 SU 520 ew.mw�am"r.m••o•�
24.o loom 100.0 I t0om 1oa0 loom 1060 100.6 10o.0 lo0.0 I 166A 100.0 loom loom t0a0 100m 100.0 100.0 1Q0.0
26V 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1D0.0 100.0 w,;tamu,..n
284 100.0 100.0 100.0 100.0 100.0 100.0 10oA 100.0 103.0 1100.0 100.0 100.0 100.0 loom 100.0 1100.0 100.0 100.0
30.0 100.0 iQUA 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 n i z z d
32.0 100.0 100.0 100.0 108.0 100.0 100.0 100.0 100A 100m 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
3l0 loom 700.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0100.0 100.0 100.0 100.0 100.0 700.0 100.0 MUWON
36.0 100.0 100.0 loom t0o.0 700.0 100.0 1Q0.0 100.0 100.0 7p0.0 100.0 100.0 700.0 100.0 t00.D 100.0 100.0 700.E
38.0 loom 100.0 100.0 tOD.O. 100.0 100.0 100.0 100.0 100.0 700.0 100.0 100.0 100.0 100.0 100.0 tQ0.0 100.0 100.0 �oFq� �� € o
40.0' 700.0 100.0 100.0 100.0 100.0 700.0 100.0 100.0 1D0.0 100.0 100.0 100.0 100.0 700.0 100.0 100.0 100.0 100.0 MUWON a°j 0i*�
r a��3 z3
420: 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 10DA 100.0 100A 10D.0 100.0 100.0 7D0.0 100.0 100.0 ¢ m�z 3
x�o 9,:a
Ia01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I..0 100.0 100.0 700,0 100.0 100.0 100.0 100.0 100.0 100.0
100.0 1p0.0 Imo10p.0 100.0 100.0 100.0 100.0 700.0 100.0 100.0 100,0 1 loom 100.0 loom 100.0 100.0 100.0 m�a •'
41LO 100.0 i00.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1oo.0 100.0 I z //
Sao' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 look, wn�wn-f WvWaLe ,^�
s20 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 HQaO 100.0 100.0 100.0 100.0 100.0 100.0 100.0 \
Sao 100A 100.0 100.0 100.0 '100.0 100.0 tQ0A 100.0 100.0 100.0 ioao 100.0 100m 0 100.0 100. 100.0 100.0 100.0 �M
Sao 100.0 100.0 100.0 10" 100.0 100.0 100.0 100.0 100.0 100.0 loan 100.0 100.0 100A 100.0 100.0 99.6 99.0 ONE-WAY MULLION DIAGRAMS R1MAxIa d \a
Sao 100.0 100.0 100.0 100.0 100.0 100.0 180.0 100.0 IGDA 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 BY I DATE
60,0 100.0 100.0 7D0.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.7 1 96.5 942 92,3 9D.7 893 B82 87.3
620 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 1 B25
6a0' 1Q0,0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 96.6 93.2 90.3 87.7 85.5 83.5 87:8 BOA 479.271&14
66.0 1W0 100,0 1000111" 100.0 100.0 96.5 97-7 89.3 88.4 83.9 81.7 79.7 7BA 76.6 680. 700.0 100.p 700.0 100.0 loD,0 100.0 97.1 92.8 09.0 85.8 829 80.4 7B276.3 74.6 73.1 70.0 iQ00 100.0 100.0 10p.0 -100.098.4 93.6 89.3 85.7 825 79.T 77.2 T5.0 73.1 71A 69.9 720 100,0 1D0.0 100.0lQO.Q95.1 90.3 B6.1 82.5 79.4 76.6 742 72.1 702 68A 67A 1Q0.0 lo0.070o.0 97.3 9FIA 872 832 79.7 766 73.9 71S 69.3 675 65A fi4.3 .mw•na.ac
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TABLE NOTES, : :�1 E i
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS
QUALIFIED ANCHOR CLIPS * ; N 7
&CUP DETAILS. 3-D
OF
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. +p0,�. S O IDF':'•�zu
3. SEETHIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS.
S. ANCHOR REQUIREMENTS: .51rwwaT2�
•WOOD:#12.WOOD SCREWS
•CMU:1/4"ITW TAPCON i0`ew,r w�i a'm1
'•CONCRETE;1/4"ITWTAPCON _MUWONANCHORBRACKET_2722(PART#230797)
•METAL-#12 SELF-DRILLING SCREWS(GRADE 51 ALUMINUM 8o63% 0.4`
6. INSTALLATION SUBSTRATES: FOR WOODSCREWORMUWONTO MULLION ANCHORING FL6067
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02 11/19
WOOD SHALL BE MIN.S.G.�GSS. Dwc,BY; alx.ar
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". =" "' HR HFN
HOLLOW CM U SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. o ° SCUF: NTS
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". nee T] -rir. SW D015
CONCRETE SHALL BE MIN.4000 PSI. SREEr
•METAL ANCHORS SHALL HAVE A MIN-(3)THREADS PENETRATION BEYOND METAL STRUCTURE, MUWDNANaoaBRA[KETSo272z(PARTa230i97) (�
STEEL SHALL BE MIN.IBGA(0.045"THICK)33KSIYIELD&ALUMINUM SHALL BE MIN.0.1" 2723 ALUMINUM(6063-T6) r�J
THICK ALUMINUM 6063-T6,WITH MIN.EDGE DISTANCE OF 1"FOR BOTH AWM.AND STEEL PART1F230295 FOR CONCRETE ANCHORING OF 10
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