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Product Aonroval Menu>Product or Aoolication Search>Application List>Application Detail
FL# FL14996-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived „1
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@ rwbidgcons ultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Double 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 10/21/2016
Validated By Ryan J.King,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL14996 R2 COI CERTIFICATE of INDEPENDENCE.Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/CSA101/I.S.2/A440 2008
AAMA/W D MA/CSA101/I.S.2/A440 2005
AAMA/W DMA/CSA101/I.S.2/A440 2011
ASTM D1929 1996
ASTM D2843 1993
ASTM D635 1996
ASTM D638 1996
ASTM E1300 2004
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2009
ASTM G26 1995
TAS 201,202,203 1994
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx2Oub... 7/l/2015
Florida Building Code Online Page 3 of 4
14996.6 F.Series 3000/3900 Model Extruded Vinyl Twin Double Hung Window with Nailing Fin
3002/3902 (Integral Mull w Continuous Head and Sill)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14996 R2 11 INST 14996.6.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 14996.6 for Design Pressure Ratings, any FL14996 R2 AE EVAL 14996.6.pd
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
14996.7 g.Series 3000/3900 Model Extruded Vinyl Triple Double Hung Window with Nailing Fin
3003/3903 (Integral Mull w Continuous Head and Sill)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14996 R2 11 INST 14996.7.pd(
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 14996.7 for Design Pressure Ratings, any FL14996 R2 AE EVAL 14996.7.pdf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
14996.8 h."WeatherStopper—Series 9500 Extruded Vinyl Tilt"Impact"Double Hung Window
-Model 9500
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14996 R2 11 INST 14996.8.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 14996.8 for Design Pressure Ratings,any FL14996 R2 AE EVAL 14996.8.odf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars
14996.9 1. "We
atherStopper—Series 9500 Extruded Vinyl Tilt"Impact"Double Hung Window
w-Model 9500
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14996 R2 II INST 14996.9.odf
Approved for use outside HVHZ:Yes Verified By: Lyndn F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 14996.9 for Design Pressure Ratings, any FL14996 R2 AE EVAL 14996.9.E
additional use limitations, installation instructions and Created by Independent Third Party:Yes
product particulars
14996.10 j.Series 8600 Model 8601/8611 Extruded Vinyl Tilt Double Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14996 R2 11 iNST 14996.10.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 14996.10 for Design Pressure Ratings, FL14996 R2 AE EVAL 14996,10.12df
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars
14996.11 k.Series 9500 Model 9521 Extruded Vinyl Tilt Double Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14996 R2 11 INST 14996.11 d
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 14996.11 for Design Pressure Ratings, FL14996 R2 AE EVAL 14996.11.pdf
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars
14996.12 I.Series 9500 Model 9521 Extruded Vinyl Tilt Double Hung Window with Nailing Fin
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14996 R2 11 Product Offering No Langer Offered pdf
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 FL14996 R2 AE Product Offering No Longer Offered.pdf
Building Products,Corporation(See 14996.12-2010 FBC Created by Independent Third Party:Yes
version for Historical Documents regarding this Approval)
14996.13 m.Series 3600 Model 3601/3611 Extruded Vinyl Tilt"Impact"Double Hung Window with
Nailing Fin
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx20ub... 7/1/2015
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GENERAL NOTES
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1. This product has been evaluated and is in compliance with the 51h Edition(2014)Florida Building m
Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). GI o o N
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base V a a a
material shall be beyond wall dressing or stucco.
3. When used in the"HVHZ-this product complies with section 1626 of the Florida Building Code and does / m
not require an impact resistant covering. i
4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product complies
with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets R ti
missle level"D"and includes Wind Zone 4 as defined in ASTM El 996 and Section 1609.12.2 of the FBC. o o
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5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck z
masonry construction. Q o
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect. Z
7. This product meets water infiltration requirements for"HVHT'. MAX _ GLASS--7bEs►GN PRESSURE{PSf� q'I':D10TABLE OFCONTENrsSHEETS DESCRIPRON 8 1 lypkal elevations,design pressures&general notes5325"X 75.0" 46.0"X35.17' +50.0 -50.0
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2 Vertical 8 horizontal cross sections13 02 9
3 Vertical cross sections 36.0"X 63.0" 29.12"X 28.87" +65.0 .65.0 sGu N.T.S.
3
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I 5 Components ORAWNO NO.:
6 lain of materials,components and glazing details _
- FL-14996.8 a
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NOTE: Q '•�
1.Frame anchoring screws are located In the Interior
jamb)above meeting rail)and in the exteriorjamb
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2.Head adapter secured w/#6 x 1"PH SMS N: ::g�� a M
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r t m Lyndon F. SehmId t ��� ••"'•���A (j`;���
N DOUBLEHUNG WINDOW P.E. No. 43409
o - r y 2 3 18 15 UPDATE TO 5TH ED. 2014)FBC JK PART OR ASSEMBLY; BUILDING CONSULTANTS, INC.
I°jrn m x cn\ 1 10128113 REVISE FOR NEW TESTING LFS
to NO DATE BY VERTICAL P.O. Box 230, ValNco, FL 33596
CROSS SECTIONS Phone No.: 813.658.9197
REVISIONS FBPE C.A. No. 9813
21111 R.W.BUILOINU CBN9ULTANTH INC.
+1•$ .` � M
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CONCRETE ANCHOR NOTES: n z
I.Concrete anchor locations at the corners may be adjusted to maintain the min,
a edge distance to mortar joints. W
a 2 Concrete anchor locations noted as MAX,ON CENTER"must be adjusted to q�'
c maintain the min.edge distance to mortarjoints,additional concrete anchors °z
d may be required to ensure the"MAX.ON CENTER"'dimenston are not exceeded. n
3.Concrete anchor table x
' MIN CLEARAkCtS:iNtJV CLEARANCE; 1q N a
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WOOD SCREW INSTALLATION NOTES.,
cerc.BY. LFS
I.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of
DRAWING NO.: rc
wood screws to prevent the splitting of wood. FL-14996.8 0
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DOUBLE HUNG WINDOW P.E. No. 43409
y VDATE
UPDATE TO 5TH ED. (2014) FBC JK PART OR ASSEMBLY: KBUILDING CONSULTANTS, INC.
REVISE FOR NEW TESTING LFS COMPONENTS el l� l/ P•O. Box 230,Volrico, FL 33598
BY 4 Phone No.: 813.658.9197
REVISIONS FBPE CA No. 9813
®201 1 R.W.6111LDIHD CDN6ULTANTe DUD.
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BILL OF MATERIALS ^ Z'
REM A DESCRIPTION Ma1EwAto `� w)A 1X BUCK SG 0.55 WOOD
B 2X BUCK SG>=0.55 WOOD z
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C #10 X 2-1/2'PFH WOOD SCREW STEEL i ,
D 114'X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL '. Y''•.,, °��� m
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE ���77g1111 It t t`tp o n a i
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 o a.;
F 1114"X3-114 ELCO OR ITW PFH CONCRETE SCREW STEEL a o x Z
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1 EXTRUDED PVC MAIN FRAME HEAD/JAMB#52-8601 3.794"• PVC f s u: G,
2 EXTRUDED PVC MAIN FRAME SILL#52-8601' PVC E oz
3 WEEP HOLE COVER(SILL)#200-492-021 POLYMER r1MAIN FRAME HEAD & JAMB co
4 EXTRUDED PVC GLAZING BEAD#52-2217• PVC 3a
6 EXTRUDED PVC UPPER SASH BOTTOM RAIL#52-8507' PVC w
°° 7 EXTRUDED PVC UPPER SASH STILES#52-8504• PVC 7/8"OVERALL GLASS THK 3 0
8 EXTRUDED PVC LOWER SASH TOP RAIL#52-8508• PVC INTERIOR 20 0 J
9 EXTRUDED PVC UPPER/LOWER LIFTING RAIL#52-8506PVC 43 1/8"ANNEALED GLASS ? v o
10 EXTRUDED PVC LOWER SASH STILES#52-8505• PVC z } J c,
I 1 EXTRUDED PVC SNAP ON MASONRY FLANGE PVC m sz
a 12 HEAVY DUTY TTTL LATCH KEEPER#12-9513 STEEL 0.090 DUPONT BUTACITE® w
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13 #8 X 3/4"PFH SCREW ZINC PLATED STEEL o
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14 #8-32 X 1/2'PPH MS STEEL 0 0 0
16 WEATHER STRIP PILE W/FIN.270 X.270,W21275NW BY ULTRAFAB - = AIR SPACE o '
17 WEATHER STRIP PILE W/FIN.270 X,190,W21195NW BY ULTRAFAB
3 18 WEATHER STRIP Q-LON U-=3-000 BY SCHLEGLE
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0 19 UPPER SASH LATCH PVC
J 20 GLAZING COMPOUND TREMCO S700 SILICONE
21 TOP SASH POLYMER TILT LATCH PLASTIC EXTERIOR 4 1/8"ANNEALED GLASS
22 TOP SASH PIVOT STEEL G7 GLAZING DETAIL
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8 23 BOTTOM SASH HEAVY DUTY TITL LATCH#12-9511 L-R PLASTIC N y N
24 BOTTOM SASH HEAVY DUTY PIVOT#12-9514R-L STEEL 718"OVERALL GLASS THK. d o
28 #8 X 1"PFH SCREW STEEL INTERIOR 20 w
29 1#6X 1"PFH SCREW ZINC PLATED STEEL 7/1 N' N=
0 31 SASH LOCK ASSY(DIE CAST ZINC ALUMINUM) GLASS BITE 1/8"ANNEALED GLASS o o
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` 32 SASH LOCK KEEPER(ZINC DIE CAST) - w
33REINFORCING BAR#51-9531(6063-T6) STEEL 0.090 DuPONT BUTACffE® o
e 34 KEEPER RAIL&STILE REINFORCEMENT#50.9523 ALUMINUM PVB INTERLAYER _
35 LIFT RAIL REINFORCEMENT#50.9530(6063-T6) ALUMINUM `r: 1/8 ANNEALED GLASS "
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0 36 LOCK RAIL REINFORCEMENT#50-9529(6063-T6) ALUMINUM .. _ m N a
37 HEAD ADAPTER#50-9522(6063-T6) ALUMINUM (.;.. ' AIR SPACE n o o Z
38 SILL ADAPTER#50-9520.(6063-T6) ALUMINUM
8 39 #8 X 1"PFH SCREW ZINC PLATED. STEEL 44 rare 12106111 Z
o 40 SILL POCKET INSERT#52-9538 PVC scxe N.T.S. °
43 GLAZING SPACER(COATED.U-SHAPED] STEEL EXTERIOR 1/8"ANNEALEDGLASS
44 GLAZING SPACER(SUPERSPACER) FOAM 4 owe. LF: F m'
DHI(.er: LFS 3
• THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE GLAZfNG DETAIL DRAWING NO.:
PRODUCED BY EXTRUDERS LICENSEES IN "HAMA CERTIFICATION PROGRAMS FOR RIGID G2 FL-14996.8 -
PVC EXTRUSIONS". N
m
SHEET 6 OF 6
v
Florida Building Code Online Page 1 of 3
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Business '
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Product Approval Menu>Product or Application Search>Application List>Application Detail
K b �
FL# L14911-R7
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 Ext4644
Jonberrian@slbp.com
Authorized Signature Vivian Wright ,
rickw@DrwbIdgconsultants.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 10/21/2016
Validated By Ryan J.King,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL14911 R7 COI Certificate Of Independence(21.12d
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/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
ASTM G26 1995
TAS 201,202 and 203 1994
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Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14911 R7 Enuiv Equivalency 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 Page 2/2 d 0
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 11 Inst 14911.21.odf
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, FL14911 R7 AE Eval 14911.21.odf
any additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
14911.22 v.Series 70 Model 2127 Extruded Vinyl Single Hung Window-Nailing Fin
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 11 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, FL14911 R7 AE Eval 14911.22.odf
any additional use limitations,installation instructions and Created by Independent Third Party: Yes
product 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 11 Inst 14911.23,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:See INST 14911.23 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.23.12df
any additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
14911.24 x.S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 11 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, FL14911 R7 AE Eval 14911.24.odf
any additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
14911.25 y.S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 11 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, FL14911 R7 AE Eval 14911 25 odf
any additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
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https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2lbtd... 7/1/2015
Silveribne" o.
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EXTRUDED VINYL SINGLE HUNG WINDOW
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9 GENERAL NOTES EE F�
1. This product has been evaluated and is in compliance with the 5th Edition 12014 Radda Building W w s C�ii
Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZJ. 'o p
2. Product anchors shall betas listed and spaced as shown on details.Anchor embedment to base
material shell be beyond wall dressing orstucco. g r & a
3. When used inthe'11VHT'this product B required to be protected with an impact resistant X m
covering that complies with Section 1626 of the FBG
4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product is
o` required to be protected with an impact resistant covering that complies with Section 1609.1.2 R 3
of the FBG y
pp Z
s 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x =x On
Gbuck masonry construction. o
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6. Site conditions that deviate from the details of this drawing require further engineering analysis �2 w
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by a licensed engineer or registered architect. a
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7• This product meets water infiltration requirements for"HVHZ".
o OVERAII pVERALL MA GLASS DESIGN PRES5(!RE(PSS: w m o
TABLE OF.CONTENTS :FL41dGE.;, FRAME D L o �1 re N
SHEET# DESCRIPTION ,DMENSION< ENSION POSIDVE JJEGAiIVE
8 1 Typical elevation,design pressures&general notes 53.25"x 63.58" 52.00"x 62.50" 47.69"x 28.25' _ 5,0 w 10 30 12 =
2 Horizontal&vertical cross sections Gl G2 s N.T.S.
3 Horizontal&vertical cross sections
53.25"x 74.08" 52.00"x 73.00" 47.69"x 33.50" +5 ,0 .60,0 cpm.ar JK m
4 Buck and frame anchoring CM Up. LFs a
5 Bill of materials,glazing details&components owwwc NO, N
J FL-14911.21 n
sr+r� 1 aF 5
0
Ct
d NOTE: 1 24 a cT n
1.LOCATE OPERATING SASH LOCKS 7.5" 1 U: f K p:Z__�m
I FROM EACH END OF THE ACTIVE �— • a ,7 z 'vi OS�2
/ MEETING RAIL,FASTEN WITH(2)#8x3/4" 2 1;m i.IV.L 2 mei rn
SELF TAPPING SCREWS. 2$ 23 �i� •'.., C o m m
2.LOCATE SASH KEEPER 6.5"FROM EACH `�� y>ro m
END OFTHE MEETING RAIL FASTEN –u 26 ►►*�T1 ..� o n zm
1 Q _ WITH(2)#6X3/4"SCREWS. Op A v a x z S
2 / \ a EW zM,
�--� 9
to IL
D `J E v°?
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h// EXTERIOR G1 G2 INTERIOR
' SEE 32 3
X 31 11 NOTE2 10 SEE i
ry" / 17 NOTE 1Fj'
° 14
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2 2 3 4 12
S 3 Z 3 �3 3 al a.
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28 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 23 18
27 27 m z
a 16
3
' 26 INTERIOR 26 d z
<< 33 36 34 17 .° 0 0 Q 19 z z m
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24 9 9 24 e akm 10130112
a EXTERIOR <•
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25 1 1 25 • . V 27 N.T.S.
1-1141MIN. _a ° , orr�er JK 'm
n BELOW THE MEETING RAIL BELOW THE MEETING RAIL EMB.TYP.
c
1-1/4"MIN. 37 37 cHx,�y LFS 3
EMB.TYP. 1 HORIZONTAL CROSS SECTION VERTICAL CROSS SECTIONCROSS SECTION ow L— 4 n
2 Shownw/2X buck 2 Shownw/2X buck FT–}¢911.2} o
mm 2 OF-5-
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24 ABOVE THE MEEBNG RAIL ABOVE THE MEETING RAIL 44
27 27
z E:�Q` 0
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INTERIOR ........... ,�� j>m'im
° a 26 33 36 34 17 26 °;. .v :° ' 24 O 29 //i////►:* 11 O o n'm z°
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34 G2 G1 7 15 =w Q 26 i x
C= 11y\.� �, E m o m m
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I 22 aa..a
9
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EXTERIOR G7 G2 INTERIOR
S
9 9 37 11 SEE AOTE
N EXTERIOR 17NOTE 2 1 o
M1 22 22
1-114"MIN. �� 1-1/4O"MIN.
N EMB.TYP. 38 BELOWI THE MEETING RAIL BELOW THE MEETING RAIL 38 EMB.IYP.
HORIZONTAL CROSS SECTION N
NOTE: 3 Shown w/IX buck65
12
1.LOCATE OPERATING SASH LOCKS 7.5' FRAME SHOWN W/OPTIONAL o
FROM EACH END OF THE ACTIVE FLANGE(TYP.THIS SHEET) Q
MEETING RAIL,.FASTEN WITH(2)#8 x 3/4" 3 a a
SELF TAPPING SCREWS.
2.LOCATE SASH KEEPER 6.S'FROM EACH 4 18
END OF THE MEETING RAIL,FASTEN v
WITH(2)#6x3/4°SCREWS• d
0 16 �Z
0 3
B
a u i9 0 16 o
19 G Q 20 W
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3 VERTICAL CROSS SECTION ��VERTICAL CROSS SECTION p+x LFS 3
3 Optional masonry sill 3 Opfional masonry sill VERTICAL CROSS SECTION DSnwM NO-
-
\,2.1 Shownw/IX buck FL-14911.21 0
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2X BUCK 1X BUCK 24 ;o
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2X BUCK 23
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1X BUCK 24 i w
FRAME _ _ 2X BUCK
' FRAME z ��
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OPENING OPENING 2X BUCK 37 OPENING — m
iXBUCK 38 d 2XBUCK 37 n a h o
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TYP. 1 � 1XBUCK 38 `O d
— — —f—� — TYP. _ E2?}
BUCKANCHORING FRAME ANCHORING FRAMEANCHORING N o
MASONRY 52"X 73"MAX. 42"X 58"MAX. 8,5 0
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CONCRETE ANCHOR NOTES: o
1.Concrete anchor locations at the comers maybe adjusted to maintain the min. a o
R edge distance to mortarjcints. a
< 2.Concrete anchor focafions noted as MAX.O.C.(TYP.)"must be adjusted to
maintain fhe min.edge distance to mortar joints,additional concrete anchors o
a maybe required to ensure the"MAX.O.C.(TYP.)"dimensions are not exceeded. h^ c
3.Concrete anchor table v m a
ANCHOR NCHOR AA(N MtN CLEARANCE M1N CLEARANCE o
n TYPE StIE EMBEDMENT 70 MASONRY 70 ADJACENT.'.,!:,`,' N r.
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.. ANCHOfi`i. ..:,
ITVJ 1/4" 1-114" 2" 4" mm-10/30/12 0
a TAPCON® sme- N.T.S.
ELCO
ULTRACON® 1/4" 1-1/4" 1" 4" oxo.M. JK m
_ WOOD SCREW INSTAL
WTION NOTES: OPAMNO ND--
1.Maintain a minimum 518"edge distance,Vend distance,&1"o.c.spacing of
wood screws to prevent the splitting of wood. FL-14911.21 °w
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BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL '
5/8 OVERALL Z'Off' '� �� m
1 EXTRUDED PVC MAIN FRAME#52-2611• PVC THK.GLASS �'
2 EXTRUDED PVC SILL#52-2673• PVC 30 •_•U: Q �( Q–��+n
3 EXTRUDED PVC SASH INTERLOCK GLAZING BEAD#1257• PVC �� 1/8"ANNEALED N.�3j a �= m
4 EXTRUDED PVC MEETING RAIL#52-2907• PVC O �i.:, _ k'y S „
5 EXTRUDED PVC TOP UFT RAIL#52-2949` PVC 5z, � .o m
' •.
6 EXTRUDED PVC BOTTOM
IL
7 EXTRUDED PVC STILE#52-905#52-2905• PVC AIRSPACE i��i'''f,1f*PT: �.��� 8 N z
1/8"ANNEALED
9 EXTRUDED PVC GLAZING BEAD VERT.&HORT. #52-1227' PVC l m v o x z°
10 OPERABLE SASH LOCK#12-2241 _� 22 8 E. o m g w
7/16"GLASS S ry$ o r a
11 SASH KEEPER#12-2240 STEEL of m d a
12 FIXED MEETING RAIL REINFORCEMENT#50-2608 ALUM, ei<E G(AIING DETAIL c o0 0.78 8 w e
14 LOCK RAIL REINFORCEMENT#50-2609 ALUM. Gi IIo`z
5/8"OVERALL t�,5��-a �D
15 BOTTOM UFT RAIL.&SASH REINFORCEMENT#50-2967 ALUM. THK.GLASS � o �a
16 WINDOW SCREEN 35
17 WEATHERSTRIP PILE W/FIN.187 x.270,LOCK RAIL.&SASH ULTRAFAB) 1/8"ANNEALED z
18 WEATHERSTRIP PILE W/FIN.187 x.230,FIXED MEETING RAIL ULTRAFAB 3 a GLAZING BEAD X4
N 19 WEATHERSTRIP PILE W/FIN.187x.150,SILL(ULTRAFAB) Sash Interloc
_ - � k 3
o �w
20 WEATHERSTRIPVINYL BULB.1 87'x.37S'O AMESBURY AIRSPACE Z
22 1 GLAZING COMPOUND(DOW#11991 SILICONEo
n 23 #10 X 2"PPH SMS STEEL 1/f1'ANNEALED
24 1/4"X2-3/47PFHELCO ORTTWCONCRETESCREW STEEL 22 LI x j3 �qaJ
25 2X BUCK SG>=0.55 WOOD 7/16"GLASS �� 4
A 26 1/4"MAX.SHIM SPACE BITE – O.OS �' o r"
Q MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI G2 GLAIING DETAQ o m
27 301 OR HOLLOW BLOCK CONFORMING TO ASTM'C90 CONCRETE 9 GLAZING BEAD a a
29 1XBUCK' WOOD
30 1 INTERCEPT SPACER STEEL 0.82"
31 SASH KEEPER SH LOCK-030 STEEL '�0'98'
32 OPERABLESASHLOCK#12-SKO1-100 STEEL LI 1 ^z
0 33 TILT LATCH#07-76625 STEEL N
o QQ��
34 #8 X 1"PPH SMS STEEL 0,125'—Lr m
35 SUPERSPACER BUTYL X11
36 TILT LATCH HP-1 MFG.BY ASHLAND STEEL a o
a o d
o � 0.455'–�-I �� z z cn
'6 37 #10X3"PPH SMS STEEL haj
38 1/4"X 4"PFH ELCO OR ITW CONCRETE SCREW STEEL iY LOCK RA1L TOP 14 LOCKMEETING RAIL T5 60T10M UFT RAIL&SASH o o
2 Reinforcement Reinforcement U Re'n[orcement �
a •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED w
Q(n
v BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 2.69 a a
2 r—2.69" —'
I- �r--�
v 0.91" � O –y 1.19 o � o c i
L U 0.055
v o 0.065' o `~ v ► d a^2 a
aae 10 30 12 =
0.065" , y If•11 0.065'PL
�t�00
�--►G 1.16" T �r ��� o f~-i-0.91" Optional e �L °m - JK 3
p g Optional Flange aoc�+ LF5
(; EXTRUDED PVC STILE �EXTRUDED PVC rOP LIFT RALL f^' �PVC MAINFRAME PVC SILL MWWG NO- N
�1 EXTRUDED PVC BOTTOM RAIL 4 E) UDED PVC MEEHNG RAIL `J U �— FL-14911.21
o a
mm.5 of 5
o
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2/27/2016 Florida Building Code Online
v �r
!Arida DeDdli!'11PC1d BCIS Home, ; Log In User Registration I Hot Topics ' Submit Surcharge Stats&Facts { Publications ( FBC Staff I BCIS Site Map Links Search
r-1
Busines �
Professional USER:PublProduct ic
Regulation
I
Product Approval Menu>Product or Application Search>Application List>Appucatlon Detall
s
FL# UApproved
��.
Application Type
Code Version
Application Status
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 10/21/2016
Validated By Ryan J. King, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL6067 R5 COI CERTIFICATE of INDEPENDENCE.odf
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
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2/22/2016 Florida Building Code Online
Date Submitted 03/20/2015
Date Validated 04/06/2015
Date Pending FBC Approval 04/09/2015
Date Approved 06/23/2015
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 R5 II INST Product Offerina.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 R5 AE EVAL Product Offerina.odf
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 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 RS II Inst 6067.2.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"requiring FL6067 R5 AE EVAL 6067.2.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 6067.2 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 R5 II Inst 6067.3.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"requiring FL6067 R5 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 R5 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"requiring FL6067 R5 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 R5 II Inst 6067.5.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" requiring FL6067 R5 AE Eval 6067.5.odf
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2/22/2016 Florida Building Code Online
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 R5 II Inst 6067.6.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"requiring FL6067 R5 AE Eval 6067.6.odf
wind-borne debris protection this product compiles 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 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 FI-6067 R5 I1 INST 6067.7.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"requiring FL6067 R5 AE EVAL 6067.7.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 6067,7 for any additional use
limitations, design pressure ratings and installation
instructions.
6067.8 h. Series 2728 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 R5 II Inst 6067.8.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" requiring FL6067 R5 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 1. 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 R5 II Inst 6067.9.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 the"HVHZ"requiring wind-borne FL6067 R5 AE Eval 6067.9.odf
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.
bit�r.�k T:t��ct
hftps://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgs4Yr43eo4OR5n5vmgGn98MzIIW5Lf)(s7k%3d 314
LineSilverI� 41
MULLION SPAN MAX.=74'—1
byAndersen I I
GLAZING N. z
WINDOWS • D O O R S PRODUCT MULLION SPAN MAX.=74°—�{ �\Y • GJ�� z N^
M
STRUCTURAL BEAM MULLION GLAZING u Em z m u
2723, 2724 & 2728 z PRODUCT a ua 9o IL
O O N4 dt
w ?� I N a a maa�
m 3 GLAZING GLAZING :E Oz L M = �Z
"tmpACTr U PRODUCT PRODUCT v a
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0 3 GLAZING
PRODUCT z
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HORIZONTAL MULLION CONFIGURATION HORIZONTAL MULLION CONFIGURATION Z
m m WJ
2723 2724 a w J
j UW
MAX.COMBINED
2728 MAX.COMBINED DIMENSION IS 104" DIMENSION IS 104" o
GENERAL NOTES: o
W2 WI �{�W2 0l
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code I I a a
(FBC)structural requirements including the"High Velocity Hurricane Zone".
2. When used in the"HVHZ",this product complies with Section 1609.1.2 of the FBC and does not m
require an impact resistant covering.
3. When used in areas outside the"HVHZ°requiring wind bome debris protection,this product complies m
with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product ° um
meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Section 1609.1.22 a
4. Wood bucks by others,must be anchored properly to transfer loads to the structure and GLAZING GLAZING GLAZING z GLAZING GLAZING N
be reviewed by the Building Official. PRODUCT PRODUCT PRODUCT y PRODUCT PRODUCT d z
5. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. z w o
6. Separate product approvals for each glazing product used with these mullions must be O Q)
submitted along with this mullion product approval. � �j
7. Anchoring of each glazing product to the mullion shall be as shown in each individual o
glazing product approval, w
8. Any conditions not covered in this evaluation are subject to separate Engineering evaluation. 2
9. Mullion design pressure rating,see appropriate load rating table sheets as listed in table of contents. i
10.The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as VERTICAL MULLION CONFIGURATION VERTICAL MULLION CONFIGURATION
determined using this approval or the design pressure rating of the individual glazing products used. F
11.Bounding box dimensions for geometric transom shapes must be equal to or less than the ¢
rectangular transom dimensions shown herein. TYPICAL MULLION CONFIGURATIONS '� m
12.Aluminum components,Including fasteners,shall meet the requirements of FBC Section 2003.
zI a
TABLE OF CONTENTS DATE-01/03/12 =
SHEET# DESCRIPTION SHEETS DESCRIPTIONsr"r• N.T.S. o
1 Typical elevation&general notes 6 2724 mullion load table for wood screw anchors DwG.BY: KV w
2 2723 mullion load table for concrete screw anchors 7 2724 mullion anchor details§ion details cHK.B.. LFS 3
3 2723 mullion load table forwood screw anchors 8 2728 mullion load table for concrete screw anchors ORAVANG NO.: e
4 2723 mullion anchor details§ion details 9 2728 mullion load table for wood screw anchors "
FL-6067.9
5 2724 mullion load table for concrete screw anchors 10 2728 mullion anchor details§ion details SHEET 1 or 10 "
MULLION SPAN
MAX. = 74" • SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE(PSS �-'`A,;;•• /{/ju'/,,�
T721BUTARYW/DTH Cr' N
cTj - GLAZING •- 28" 30" 32" 34" 36" 38" 40• 42" 44" 46" 48" 60" 62• =Z asp t'J=6
3 PRODUCT 74 64.7 60.4 56.6 53.3 50.3 47.7 45.3 43.1 41.1 39.4 37.7 36.2 34.8 - W
72" 69.4 64.7 60.7 57.1 53.9 51.1 48.5 46.2 44.1 42.2 40.4 38.8 37.3 z Rye O� d
ice.
70" 73.4 68.5 64.2 60.4 57.1 54.1 51.4 48.9 46.7 44.7 42.8 41.1 39.5 . q�� �z u01i^
W. 77.8 72.6 68.0 64.0 60.5 57.3 54.4 51.8 49.5 47.3 45.3 43.5 41.9 ��i/, ••••.....•••
GLAZING GLAZING 66" 82.6 77.1 72.2 68.0 64.2 60.8 57.8 55.0 52.5 50.2 48.1 46.2 44.4 ///��*Pj11 o n m i
64" 87.8 81.9 76.8 72.3 68.3 64.7 61.4 58.5 55.9 53.4 51.2 49.1 47.3 u a
PRODUCT PRODUCT o
62" 93.6 87.3 81.9 77.0 728 68.9 65.5 62.4 59.5 56.9 54.6 52.4 50.4 v 0 o z
3 60" 99.9 93.2 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 C E m 9 m o 0
68" 100.0 99.8 93.8 88.0 83.2 78.8 74.8 71.3 68.0 65.1 824 59.9 57.6 N C N a t a
56" 100.0 100.0 99.9 94.0 88.8 84.1 79.9 76.1 72.7 69.5 66.6 63.9 61.5 a a m d a
2a 64" 100.0 100.0 100.0 97.5 92.1 87.2 82.9 78.9 75.3 72.1 69.1 66.3 63.7 < <z°
4 62" 100.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 71.7 68.8 66.2 E vo
2 50• 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 68.8 0 �To
48• 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 Li
Z wo
W ^IIII^W2--I46" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8
44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 9 -
Q. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 820
40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1
z. GLAZING GLAZING 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 oJ�
PRODUCT PRODUCT 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 m >� zIn
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 m gw
0 X 32" 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 v ��
30" 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 12 �Z
28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.01 00.0 100.0 ~ o no
U U NV
LL 26" 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 o ti - N�
24" 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 a a
0
MULLION SPAN INSTRUC110NS FOR USE OF THE MULLION LOAD TABLE: >m
MAX. = 74 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING.
LL 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.
8 GLAZING TRIBUTARY WIDTH = W1 + W2 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE N
PRODUCT
2 TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION N
SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN w o
PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD z
REQUIREMENT DETERMINED IN STEP 1 ABOVE. Gi
o GLAZING o
3 PRODUCT ~
a I o0 00 0
v J1 FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR Z
e aUgtin= SIZE AND SPACING SHALL BE AS SPECIFIED-IN ONE OF THE
I�Wl _II-___1V2 FOLLOWING: =w
f- �lf
1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR m o
THE FASTENERS SHOWN IN-THE INDIVIDUAL GLAZING PRODUCT z
GLAZING GLAZING Z APPROVAL. ^z v
a PRODUCT PRODUCT 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN are 01 03 12 z
o u o IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM 'o
GLAZING Z u sem: N.T.S.
FASTENER SPACING ALLOWED IS 6" FROM EACH END AT 5
PRODUCT owc.BY: KV m
�x SECTION THRU MULLION AND FRAME 15"• O.C. MAX SPACING.
i ft LFS 3
THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING oaavnnc No.:
N OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. ro
n 1 BY SILVERLINE CAN BE USED IN THIS FASHION. FL-6067.9 0
SHEEP 2 OF 10 N
V
r.
c
MULLION SPAN ••• SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE(PSF)
MAX. = 74" TRIBUTARY WIDTH
•'•� n
-� •^ 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" b0" 52" �:q� yo o�J'v
w GLAZING 74" 64.7 60.4 56.6 53.3 50.3 47.7 45.3 43.1 41.1 39.4 37.7 36.2 34.8
3 PRODUCT 72" 69.4 64.7 60.7 57.1 53.9 51.1 48.5 46.2 44.1 42.2 40.4 38.8 37.3 tD, z
70" 73.4 68.5 64.2 60.4 57.1 54.1 51.4 48.9 46.7 44.7 42.8 41.1 39.5
68" 77.8 72.6 68.0 64.0 60.5 57.3 54.4 51.8 49.5 47.3 45.3 43.5 41.9 •.,
66" 82.6 77.1 72.2 68.0 64.2 60.8 57.8 55.0 52.5 50.2 48.1 46.2 44.4 i `♦`� y "�m
i _
GLAZING GLAZING 64" 87.8 81.9 76.8 72.3 68.3 64.7 61.4 58.5 55.9 53.4 51.2 49.1 47.3 '��IIII* ,1\ ` 0 N 00 z
PRODUCT PRODUCT 62"F -- 93.6 87.3 81.9 77.0 72.8 68.9 65.5 62.4 59.5 56.9 54.6 52.4 50.4 v i u=U
60" 99.9 93.2 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 e E m e
3 68" 100.0 99.8 93.6 88.0 83.2 78.8 74.8 71.3 68.0 65.1 62.4 59.9 57.6 N C rn 9 d t a
66" 100.0 100.0 100.0 -94.4 89.2 84.5 80.3 76.4 73.0 69.8 66.9 64.2 61.7 a a m d a
54" 100.0 100.0 100.0 100.0 95.9 90.9 86.3 82.2 78.5 75.1 71.9 69.1 66.4 e C;c
52" 100.0 100.0 100.0 100.0 100.0 98.0 93.1 88.7 84.6 81.0 77.6 74.5 71.6
L LJZ 50" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.9 91.5 87.6 83.9 80.6 77.5 83a
j 48" 100.0 100.0 1 100.0 100.0 1 100.0 100.0 1 100.0 100.0 1 99.3 95.0 1 91.1 87.4 1 84.1
46" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.0 93.1 89.5 Z w
{- W7 W2 g 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.6 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 98.1 c�
1 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a
38" 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 36" 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 m Z�
^ PRODUCT PRODUCT 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 m o'n
Z II 32" 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 �o
0 30" 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 j �3
28" 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 0 no
26" 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 0 < `vL
<24" 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 a a
e INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: m
MULLION SPAN 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING.
MAX. = 74'
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. a
00
3 GLAZING TRIBUTARY WIDTH = W1 + W2 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE w
PRODUCT 2 TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE w o
MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD o
RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE
DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE.
e
GLAZING
¢ 300 00 ¢
t; FOR
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR i
o �SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE
�� FOLLOWING: LLJ
W1 W2
A
1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR z
THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT0 APPROVAL. v
8 GLAZING GLAZING Q: 2. SUBSTITUTE 18-18 PANHEAD SELF-RILLING SCREWS SHOWN
PRODUCT PRODUCT a SCALE: N.T.S.
a �n a o IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM 'o
SCALE: .T .
o`- GLAZING z II FASTENER SPACING ALLOWED IS 6" FROM EACH END AT m
PRODUCT X SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. DwG.BY: KV
¢ CHK.ar. LFS 3
THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING DRAWING NO.: N
c OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9
BY SILVERLINE CAN BE USED IN THIS FASHION.
G SHEEP 3 OF 10 N
z
(8)#10x 1-1/2'WOOD SCREWS 2X FRAMING (4)3/16"0 CONCRETE ANCHORS (4)3/16"0 CONCRETE ANCHORS CONCRETE `♦`����� �C
ir-
IIf I II Wd CONCRETE ' (SEE ANCHORoI•La SCJ`nHI.EDULE) (SEE ANCHOR SCHEDULE) II II b' Z %�♦Vi".,�°•�;,�/'hTyF1L �It,% `
%
Roz
Z
OlNn
.^ai
n�ti o n.:z
U
ii ii nw >� iii ii �w ii IXBUCK �w C Em 9maU
I I
IIu IuI ° If 11 �� ♦ v d a IL
\w. u u w _I a rn 'm dad
Al
\ I I \'7♦ o
l E o 0
ANCHOR TO 2X STUD OR TO 2X BUCK ANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH 1X BUCK V o 199'a
2 J
0.375' 2.25'--�+—2.25'— —2.25'----1 ¢o
e ^ O HORIZONTAL MULLION m o W
a Oi
N e
O N N
Df l
u 0 h O
^a' -------- a a
--T ----
- ---- ---
Y}
6 N (8)#10X3/4" ii ii 'm
r SELF-0RILUNG i i c
II
pN � G II II
o` #8 X 3/4" v
U u \ N
SELF-DRI W NG SMS In
MULLION ANCHOR BRACKET 2722 MULLION ANCHOR BRACKET 50-2722 VERTICAL MUWON w o
(6063•T6 ALUM) In
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING (60ALUM) ANCHOR MULLION TO MULLION
FOR CONCCRETRET E ANCHORING
o
a
0
#8X3/4" MUILONANCNORERACKETANCHORSCFIEDULE _°z
a SELFDRILLING SMS a �E6UFDMENf EDGE DI6TANCE NEMER iO;t]iNIER i
�ANCNOR _ SIIB57RA1E may--., PFJ - SPACINGS 4-z
O.1° N10 PFH WOOD SCREWin WOOD 13/T 1' I-1/3" i
n ® Jwrta. nN�w.orpnulFADs o°
m 010-16SELF-DRIWNG
SHEETMETALSCREW STEEL �pMPe y oucH 1° MIT avE:01/03/12
o �> 7HESTEELSGavaATE o
3/16'(4 PFH SCALE: N.T.S.
HOLLOW BLOCK 1-1/4' 1-1/2' 7 v m I HILII KWIK-CON II+ pµ�,py; KV m
CONCRETE 1-1/4" 1-1/2 2' cHK.BY. LFS 3
- MULLION BRACKET ANCHORING WOOD FRAMNG(S.G.>=0.55) DRAWING No.:
2723 MULLION STEEL CONFORMING TO ASTM A653,16 GA.,0.060'MIN.THICKNESS(Fy=33,000 PSI,W=45,000 PSI)
(6063 T6 ALUM) 2722 BRACKET SHOWN SHEET METAL SCREWS(SAE GRADE 5MN.):HILTIKWIK-REX orELCODRIL-FLEX FL-6067.9 ry
(WOOD SCREW ANCHORING SHOWN) CONCRETE CONFORMING TO ACI 30113,000 PSI MIN.J OR HOLLOW BLOCK CONFORMING TO ASTM C90 SHEEP_L OF 10
u
d
MULLION SPAN • SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE(PSF) * . {:'l.,
_ i
MAX. = 74" TRIBUTARY WIDTH Q�• '� �- n
T- GLAZING •" 28" 30" 32" 34" 36" 38" 40" Q. 44" 46" 48" 50" 52" =Z a
3 PRODUCT 74" 52.8 49.3 46.2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 30.8 29.6 28.4 O;Z_z m
72" 57.4 53.5 50.2 47.2 44.6 42.3 40.1 38.2 36.5 34.9 33.4 321 30.9 ,7 z F r O
dm
70" 62.4 58.3 54.6 51.4 48.5 46.0 43.7 41.6 39.7 38.0 36.4 34.9 33.6 V"• :,yCD =n
68" 67.0 62.5 58.6 55.2 52.1 49.4 46.9 44.7 42.6 40.8 39.1 37.5 36.1 ��i •••.,,,,.•• i`�� > m
GLAZING GLAZING 66" 71.1 66.4 62.2 58.6 55.3 52.4 49.8 47.4 45.3 43.3 41.5 39.8 38.3 ''i���lll*P71 ���� o�m z6
PRODUCT PRODUCT
64" 75.7 70.6 66.2 62.3 58.8 55.7 52.9 50.4' 48.1 46.0 44.1 42.3 40.7 V N..
62" 80.6 75.2 70.5 66.4 62.7 59.4 56.4 53.7 51.3 49.1 47.0 45.1 43.4 o v m o z o
60" 86.1 60.3 75.3 70.9 66.9 63.4 60.2 57.4 54.8 52.4 50.2 48.2 46.3 I ` o Em -m.w
68" 92.1 86.0 80.6 75.9 71.6 67.9 64.5 61.4 58.6 56.1 53.7 51.6 49.6 'v�J a 0 d=a
66" 98.8 92.2 86.5 81.4 76.9 72.8 69.2 65.9 62.9 60.1 57.6 55.3 53.2 a m d a
v
L.L-j
Z 64" 100.0 99.2 93.0 87.5 82.7 78.3 74.4 70.8 67.6 64.7 62.0 59.5 57.2 N �d
H62" 100.0 100.0 100.0 94.4 89.1 84.5 80.2 76.4 72.9 69.8 66.8 64.2 61.7 *E c z
2 50" 100.0 100.0 100.0 100.0 96.4 91.3 86.8 82.6 78.9 75.5 72.3 69.4 66.7 c a
a 48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 �n
W 1 002 46" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 Z J
3; 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 m v
42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0
40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1
z• GLAZING GLAZING 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6
0a PRODUCT PRODUCT 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 m m om
V) 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 �JJ 4i
m
o II 32" 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 m
J 30" 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 j -0 d,o
o 28" 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 o 1-1
v
LL 26" 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 m < Np
24" 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 a a w
MULLION SPAN INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: m
MAX. = 74" 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING.
N TRIBUTARY WIDTH = W1 + W2 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE
2 THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. o
° GLAZING 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN: IN THE FIRST ROW OF THE
PRODUCT TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE d z
MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD w o
RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE N
„ DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. o
e GLAZING ~
a 3 PRODUCT
o FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR
o SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE
v `----001 W2 --I FOLLOWING: w
s 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR 0
THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT ro i
-0 0
GLAZING GLAZING
PRODUCT PRODUCT Z- DAA 01103112 z
o� a o0 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN Z o
IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM 'o
GLAZING Z II FASTENER SPACING ALLOWED IS 6" FROM EACH END AT sem: N.T.S.
o
= PRODUCT �x SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. M.Rv: KV m
a CHK.BY. LFS 3
THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING
DRAWING NO.:
OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9 w
BY SILVERLINE CAN BE USED IN THIS FASHION. n
osmm 5 Gr 10
� I
MULLION SPAN
MAX. = 74"
lFg2l SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE(PSF)TRIBUTARY WIDTH ��GLAZING " 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 60" 52"PRODUCT ' ' o.8 49.3 46.2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 30.8 29.6 28.4 *.4 53.5 50.2 47.2 44.6 42.3 40.1 38.2 36.5 34.9 33.4 32.1 30.9 z 62.4 58.3 54.6 51.4 48.5 46.0 43.7 41.6 39.7 38.0 36.4 34.9 33.6 %V"• r raj` =N
68" 67.0 625 58.6 55.2 52.1 49.4 48.9 44.7 42.8 40.8 39.1 37.5 36.1 ���•••• o m m
PRODUCT PRODUCT GLAZ NG GLAZING 66" 71.1 88.4 82.2 58.8 55.3 52.4 49.8 47.4 45.3 43.3 41.5 39.8 38.3 ��/////••,ac ,•��``` i d m o
64" 75.7 70.6 66.2 623 58.8 55.7 52.9 50.4 48.1 46.0 44.1 42.3 40.7 11111 11 o n Z
U N•;
3 62" 80.6 75.2 70.5 66.4 62.7 59.4 '56.4 53.7 51.3 49.1 47.0 45.1 43.4 0 o x Z'
60" 86.1 80.3 75.3 70.9 66.9 63.4 60.2 57.4 54.8 524 50.2 48.2 46.3 0 ' t° z m°c w
58" 921 86.0 80.6 75.9 71.6 67.9 64.5 61.4 58.6 56.1 53.7 51.6 49.6 N i y g 5 d t a
56" 98.8 92.2 86.5 81.4 76.9 72.8 69.2 65.9 62.9 60.1 57.6 55.3 53.2 M a m d a.L �+
54" 100.0 99.2 93.0 87.5 82.7 78.3 74.4 70.8 67.6 64.7 62.0 59.5 57.2 c z'
a 52" 100.0 100.0 100.0 94.4 89.1 84.5 80.2 76.4 729 69.8 66.8 64.2 61.7
Z 50" 100.0 100.0 100.0 100.0 96.4 91.3 86.8 82.6 78.9 75.5 72.3 69.4 66.7 0 'mac a
W 1 W2- -{ 48" 100.0 100.0 100.0 100.0 100.0 99.1 94.2 89.7 85.6 1 81.9 78.5 75.3 72.4
I I j 46" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.6 93.2 89.2 85.4 82.0 78.9 Z J v)
44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.4 93.4 89.6 86.2 of ¢o
42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.4 94.6 ~Z
GLAZING GLAZING 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 ¢Q
a PRODUCT PRODUCT 38" 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
y 36" 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 m m o
m Z II E8
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 W J o
J xQ 32" 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 o0
30" 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 3
28" 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 a N o
26" 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0100.0 100.0 1 100.0 100.0 ix
c 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 7 100.0 100.0 a a
MULLION SPAN m
e MAX = 74" INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE,•
1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. C.)
2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE
GLAZING THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION.
PRODUCT 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 w z
$ TRIBUTARY WIDTH _ WI + W2 MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD 9
2 RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THEic
GLAZING DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. o
3 PRODUCT w
a o0 00
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR
v �� SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE w z
W7 W2 FOLLOWING:
c m� f
s° 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR o
THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT h i
n z oOF,0 o APPROVAL. 0
GLAZING GLAZING z
a�* 2. SUBSTITUTE #8-18 PANHEAD SELF-KILLING SCREWS SHOWN
PRODUCT PRODUCT DATE:01/03 12 2 e
N r
IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM c
v GLAZING z II FASTENER SPACING ALLOWED IS 6" FROM EACH END AT sem: N.T.S. 5
= PRODUCT 0 SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. M.B': ' KV m
X
CNK.ar: LFS 3
THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING
ORAN7NC NO.:
LJ L-�
OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9 a
BY SILVERLINE CAN BE USED IN THIS FASHION. a
(B)#10 x 1-1/7'WOOD SCREWS 2X FRAMING (4)3/16"0 CONCRETE ANCHORS (4)3/16"0 CONCRETE ANCHORS CONCRETE \\\\\��� 4
CONCRETE (SEE ANCHOR SCHEDULE) (SEE ANCHOR SCHEDULE) \\A, ••' �// a
m
•C 1"Z
In
II II 4!111 Ill\ o no 11 z
Lu z
HIo iHi IX BUCK �o o = z�
n w >z I I H W \ B E o A o
v u u u u \� ii ii �g u E u$ 9 o cow
Lu - u u w N a m"'. mesal°
LLQ a
\ a6
c=
ANCHOR TO 2X STUD OR TO 2X BUCKANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH 1 X BUCK �'a
z
5.5"� j oQ
1.14 7.68" Z czi o
0.375' 2.25" 2.25' —2.25' z
I Q HORIZONTAL MULLION DO m �w
I c�� m
cs J �y
c v Q er J
O N N H U N
cLL _____________________ U O NQ
0
J a co a
T �r
(8)#10X3/4" ii it
m
cf 3 In i3 SELF-DRILLING SMS i i cj
CNI
o II II
II II
fi L #8 X 3/4" N
SELF-DRILLING SMS In
u MULLION ANCHOR BRACKET 2722 VERTICAL MULLION d z
mMULLION ANCHOR BRACKET 50-2722 w 0
$ (6063 T6 ALUM) (6063•T6 ALUM) L'
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING ANCHOR MULLION TO MULLION
o �
- #8 X 3/4" o
'. "` S" AfUU:IONANCHOIFERACiGTANCHORSCfIEDUIE c -'` a
SELF-DRILLING SMS 0 3
aEDIHENT EDGEDISTANCE CEN(ER TO{EMFR h 4
0.1" ___x<+ANCHOR ,. SUBSTR1TE r,��- rw�BdlN]""%r==^SPACIWG tN � w i
'O #IOPFHWOODSCREW 4
WOOD 13 B•
/8" 1• 1-1/
C'4 0 Z
o #1a16SEILDRIWNG AMKOF31NREADS –0 [Oi
SHEET METAISCREW STEL SHALL FROTRUDEw coELY�U 1' 1-1/8' p,�TE:01103112 GH z
0— T*o THESIIRSDBMTE
"c
3/16'OPFHSrw�e N.T.S.
HOLLOW BLOCK 1-1/4' 1-1/7 7
I I LON II+ Dwcar
. : ((V m
� HILTI KWIK
(�l"�1 CONCRETE 1.1/4- 1-I/7 7 CNK ac LFS 3
MULLION BRACKET ANCHORING WOOD FRAMING(S.G.>=0.55) DRAWING NO.:
2724 MULLION STEEL CONFORMING TO ASTM A653.16 GA.,0.060'MIN.THICKNESS(FY=33,000 PSI,W=45,000 PSI) h
(6063-T6 ALUM) 2722BRACKET SHOWN SHEET METALSCREWS(SAEGRADE5MIN.):HILTIKWIK-FuxorELCODRIL-FLEX FL-6067.9 N
(WOOD SCREW ANCHORING SHOWN) CONCRETE CONFORMING TO ACI 301(3,ODOPSI MIN.)ORHOLLOW BLOCK CONFORMING 70ASTM C90 SNEEr 7 OF 10
r
�%%
MULLION SPAN %% *
MAX. = 74" � ITj
SILVERLINE2728 STRUCTRUAL BEAM MULL10N LOAD TABLE(PSF)
TRBUTARYWIDTN" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50" 62" r GLAZING =fe 0o J_0 nPRODUCT 4 80.6 75.6 71.1 67.2 63.7 80.5 57.6 55.0 52.8 50.4 48.4 46.5 V. * :8 82.977.7 73.1 69.1 65.4 622 59.2 58.5 54.0 51.8 49.7 47.8 N3 85.3 79.9 75.2 71.0 67.3 63.9 60.9 58.1 55.6 53.3 51.1 49.2 y�� v a
68" 94.0 87.8 82.3 77.4 73.1 69.3 65.8 62.7 59.8 57.2 54.8 52.6 50.8 �/i �'•., y`�� o m
GLAZING GLAZING 66" 98.9 90.4 84.8 79.8 75.3 71.4 67.8 64.6 61.6 59.0 56.5 54.2 52.1 /// •* �� z C;;;o
PRODUCT PRODUCT 64" 99.9 93.3 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 ////flfittlt, ` 0 N
62" 100.0 96.3 90.2 84.9 80.2 76.0 72.2 68.7 65.6 62.8 60.1 57.7 55.5 x c
3 60" 100.0 99.5 93.3 87.8 82.9 78.5 74.6 71.0 67.8 64.9 62.2 59.7 57.4 I� aro 9 m �w
68" 100.0 100.0 96.5 90.8 85.7 81.2 77.2 73.5 70.1 67.1 64.3 61.7 59.3 �J a N n o i a
66" 100.0 100.0 99.9 94.0 88.8 84.1 79.9 76.1 72.7 69.5 66.6 63.9 61.5 uu g a m d a T
LLJZ 64" 100.0 100.0 100.0 97.5 92.1 87.2 82.9 78.9 75.3 72.1 69.1 66.3 63.7 \�A+ .qo
y62" 100.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 71.7 68.8 66.2 V �L
2 60" 100.0 100.0 100.0 100.0 99.5 94.2 89.5 65.3 81.4 77.8 74.6 71.6 68.8 VV o �'N.
48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7. 74.6 71.7 n
W 1 W2 j 46" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 o J z
T 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 m Z
1 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0
40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 o
GLAZING GLAZING 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 DO
a�* PRODUCT PRODUCT m E z"n
cq � 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 m 0
Z II 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 w
n 0�
x 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 1 100.0 100.0 a Z
30" 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 j o ^o
28" 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 0 � w re
26" 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 a a
0 24" 100.0 100.0 100.0 100.01 00.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0
Y}
MULLION SPAN INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: '°7
MAX. = 74 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING.
2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE
I THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION.
GLAZING0
3 PRODUCT 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 w o
TRIBUTARY WIDTH = W7 + W2 MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD N
RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE
Ej
2
DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. m
GLAZING of
3
PRODUCT
o0 00
O
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR z b
a° SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE m
f-W1--� W2 -{ FOLLOWING: Z
w z
4
LL 1. SUBSTITUTE (1 FOR 1) 1/4'-14 SELF-DRILLING SCREWS FOR n m
r "17=3 THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT o n
z_
9 GLAZING GLAZING o
�
d° PRODUCT PRODUCT n Fla0 �0 APPROVAL. z 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN DATE:01103112 a
IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM SCAB: N.T.S.
v GLAZING z II FASTENER SPACING ALLOWED IS 6" FROM EACH END AT
PRODUCT m PRODUCT 0 SECTION THRU MULLION AND FRAME DING.BY, KV
J X 15" O.C. MAX SPACING. CNw BY. LFS 3
4$ THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES;
DRAWING NO.:
NOTE, A MINIMUM OF 3 THREADS OF THE SELF-DRILLING N
Lu
OTHER FRAME SECTIONS SE FLORIDA APPROVED WINDOWS SRC EWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9BY SILVERLINE CAN BE USED IN THIS FASHION. SNEEf B OF 1 D
a
J
MULLION SPAN ����� * 77i:
MAX. = 74" 9;41
SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE(PSF9 .�� .........., Nj�,�o m
TRIBUTARY WIDTH •.,�!�� rn
N GLAZING 28" 30" 32" 34• 36" 38' 40" 42" 44" 46' 48" W. 52' __•q� •oi vJ�_�n
3 PRODUCT 88.8 82.8 77.7 73.1 69.0 65.4 62.1 59.2 56.5 54.0 51.8 49.7 47.8
1- 93.8 87.5 82.0 77.2 72.9 69.1 85.6 62.5 59.7 57.1 54.7 52.5 50.5 %N:7 d 99.2 928 86.8 B1.7 77.1 73.1 69.4 66.1 63.1 60.4 57.8 55.5 53.4 W Gj; t n
88• 100.0 98.1 92.0 86.6 81.8 77.5 73.6 70.1 66.9 84.0 61.3 58.9 56.8 ��i �•••.,,. 5`� .~.i 6 m m
GLAZING GLAZING 66" 100.0 100.0 97.6 91.9 86.8 82.2 70.1 74.4 71.0 67.9 65.1 B2.5 60.1 i��'// *••••• • z o m o
PRODUCT PRODUCT 64" 100.0 100.0 100.0 97.7 92.3 87.4 83.1 79.1 75.5 72.2 69.2 66.4 63.9 /'/till jj% 0 p z
U N•;
82" 100.0 100.0 100.0 100.0 98.4 93.2 88.5 84.3 80.5 77.0 73.8 70.8 68.1 o
3 60" 100.0 100.0 100.0 100.0 100.0 99.5 94.5 90.0 85.9 82.2 78.8 75.6 727 l„ Em z m o 0
58" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.3 92.0 88.0 84.3 80.9 77.8 1 E u 9 6 c a
56" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.6 94.4 90.4 86.8 83.5 a. N v m d a
54" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.2 93.4 89.8 n„
IL 52" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.8 .6
L-J 60" 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 cL4 f1�
��__�III I O 48" 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
W1 I�W2--I 48" 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
I I f 44" 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 J�
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 ¢U
40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Z
38' 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 ¢¢
a, GLAZING GLAZING 36" 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 oJW
PRODUCT PRODUCT 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 m 1 216
aZ II 32" 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 N
o X 30" 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 o
n ¢ 28" 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 r c- 3
g 26" 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 I o
v' 24" 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 0 NR
K
o INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: a a
MULLION SPAN 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE m
MAX. = 74" BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD).
LL 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE um
I} 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,
a 3 GLAZING LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN N
PRODUCT AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. Z
u THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT
TRIBUTARY WIDTH = 001 + 002 DETERMINED IN STEP 1 ABOVE. v0
1 2 N
GLAZING
3 PRODUCT
o0 00 o u
a
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR z _
ASIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE P.
001 002 FOLLOWING: m UJ z
o
1ro o_
, . SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR
THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT z
a
r GLAZING GLAZING �- o�F �o APPROVAL. j
PRODUCT PRODUCT a^ 2. SUBSTITUTE /{8-18 PANHEAD SELF-RILLING SCREWS SHOWN ----01103112 Z
IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM sckm N.T.S.
GLAZING Z II m
PRODUCT o FASTENER SPACING ALLOWED IS 6" FROM EACH END AT DwG.BY; KV
SECTION THRU MULLION AND FRAME 15" O.C. MAXSPACING.
¢ CHK.BY.. LFS 3
THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING DRAWING NO.: N
OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9 e
BY SILVERLINE CAN BE USED IN THIS FASHION. ro
SHEET 9 OF 10
V
f.
6'
J
i
10 #10 x 1-1/2'WOOD SCREWS 7X FRAMING CONCRETE (4)3/16"W CONCRETE ANCHORS (4)3/16"Td CONCRETE ANCHORS CONCRETE `\%.,,. .............
. �c ..
SEE ANCHOR SCHEDULE
( 1 (SEE ANCHOR SCHEDULE) I 1 "C. ••�
: Z�
z - Z l o,
I^I I Z �ILJI _Z �H JII Z •••1;P1\ `\\\ U N-:
I I I I X �G II11 �G I I M( 0 9 o -z
I I I I ¢ w X N I I 1X BUCK w ` E z m o O
n II a0co ¢ n n :Fm ¢ n n
u u n W u u \W �� Ng 9 6
\ \ c6
ANCHOR TO 2X STUD OR TO 2X BUCK ANCHOR TO MASONRY THROUGH 1 X BUa
ANCHOR TO MASONRY CK` 3'
7.68" 7.69' g mo a
225'—►r—2.2S'--f 2.25'—►1 2.25"--I 2.2S'---1 2.25---j
0 0 m �W
�d1
cq
12 0 0 0 0 NEn
L_L jl 0 NE
u 0 V1 O
^ �m
� r N
C4
Lo clio
o _ o
MULLION ANCHOR BRACKET 50-2722 MULLION ANCHOR BRACKET 50-2722 1n
(6063-T6 ALUM) (6063-T6 ALUM) w o
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING in
c HORIZONTAL MULLION ° O
D 1"
a I� ¢
o
c #8X3/4" �___,_ s1NCHOR 8ITACKETANCHORSCHFWIR <� -.- '� ?
..ANCHOR ST)lSTRATE - "�
SELF-DRILLING SMS - EMBEOMa/r EDGE pISTANCE:CEHIER
-W:MW
® � .-._." __•:.� _... '-P+�J s. � ILiu+). -�=�-SPAC-TNG - - �� �
0 #10 PFH WOOD SCREW ¢ .
® o �i WOOD 1J/B" 1• 1' n m
® , 0.1" TIL JII� #10.16SE r-DRIWNG AMXOF3THREOM ^Z v
® PROTRUDE
(10)#10X3/4" iL SHEET METAL SCREW STEEL COMPLETELY THROUGH I� I• o
DATE:01/03/12 =
a ® SELF-DRILLING SMS ii ii '� o— Hes$suNs�ATE scALE N.T.S.
11 11 3/16.0 PFH HOLLOW BLOCK 1-1/4• 1-1/T T 5
HILTI KWIK-CON II+ DWO.IYY: KV m
_ #8 X 3/4" CONCRETE 1.1/4• 1-IIT T
SELF-DRILLING SMS s OHR.v LFS 3
WOOD FRAMING(S.G.-0.55) DRAWING NO.:
z MULLION BRACKET ANCHORING N
2722 BRACKET SHOWN STEEL CONFORMING TO ASTM A653,16 GA.,0.06X7'MIN.THICKNESS(Fy=33,000 PSI,W=45,000 PSIJ
2728 MULLION SHEET METAL SCREWS SAE GRADE 5 MIN.(:HILTI KWIK-FLE(a ELCO DRIL-FLEX FL-6067.9 0
ANCHOR MULLION TO MULLION ( N
y (WOOD SCREW ANCHORING SHOWN) (606346 ALUM) CONCRETE CONFORMING TO AG 301(3,000 PSIMIN.IORHOLLOWBLOCKCONFORNJNGTOASTMC90 SHEEP 10 OF10
O