HomeMy WebLinkAboutProduct Approval Company: The Home Depot At Home Services Job Description:
Prepared By: Amber,
Client Name: Miller Project Number: 9065333
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DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING
Design Data Building Data
Wind Velocity(mph) 160 Mean Roof Height 12
Risk Category 2 Building Width(ft) 60
Exposure Category C Building Length(ft) 47
Directionality Factor. 0.85 Roof Slope (x:12) 3
Internal Pressure Coefficient+/ 0.18
Design pressures listed below are: Allowable Stress
OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE
MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF)
1 AC 86 HPS-DH 5 5 52 38 32.8 -43.5
2 AC 86 HPS-DH 5 5 52 38 32.8 -43.5
3 AC 86 HPS-DH 5 5 36 38 33.5 -44.8
4 AC 86 HPS-DH 5 5 36 38 33.5 -44.8
---AC-86-HPS---D-H- 52 8 ----------43:
6 AC 86 HPS-10 V. 5 5 37 26 33.5 -44.8
7 AC 86 HPS-DH 5 5 52 38 32.8 -43.5
8 AC 86 HPS-DH 5 5 37 62 . 32.5 -42.8
9 AC 86 HPS-DH .5 5 37 62 32.5 -42.8
10 AC 86 HPS-DH 5 5 37 62 32.5 -42.8
11 AC 86 HPS-DH 5 5 37 62 32.5 -42.8
12 AC 86 HPS-DH 5 5 36 38 33.5 -44.8
13 AC 86 HPS-DH 5 5 36 38 33.5 -44.8
14 AC 86 HPS-DH 5 5 52 38 32.8 -43.5
15 AC 86 HPS-AWN 5 5 32 25 33.5 -44.8
16. AC 86 HPS-DH 5 5 . 52 38 32.8 -43.5
17 AC 86 HPS-DH 5 5 52 38 32.8 -43.5
Width of End Zone(a)in feet= 4.7
5 h
51 O
5 5
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STRUCTURES�aIN
TERNATIONAL,LLC
3/15/2016 12:48 PM-
Brad tiller,#9065333
309 Olive Ave_
Port Saint Lucie, FL 34952
Replacing 17 windows size for size with impact_
The cost of the job is 21.4% of the structures'assessed value. 16)�5 104 �3
15
15
I
i 17
._.. .... ...._..._ _..._._-_ ............ .......
1 Double Hung Window 52"x 38" JKitchen FL 14996.8 � 32 8, 43.5
2 Double Flung Window 52"x 38" !Kitchen FL 14996.8 + 132 8, - 43.5
3 Double Dung Window 36"x 38" JBedroorn 1 FL 14996.8 + 133 5, 44.8
4 Double Hung Window 36"x 38" Bedroom 1 FL 14996.8 + 133 5, - 44.8 L1
5 Double Flung Window 52"x 38" 'Bedroom 1 FL 14996.8 + 32 8, - 43.5
6 A,vning Window. 37"x 26" Pathroom FL 14964.14 1;33.5, 44.8
7 Double bung Window 52"x 38" Bedroom 2 FL 14996.8 + 132.8,;-1 43.5
8 Double Bung Window 37"x 62" (Living Room FL 14996.8 + 132.5,:_1 42.8
9 Double lung Window 37"x 62" JUVing Room FL 14996.8 + 132.5,.- 42.8
10 Double'lung Window 37"x 62" jLiving Room, FL 14996.8 -i- '32 5, -`` 42.8
11 Double flung.Window 37"x 62" ILIving Room FL 14996.8 + ;32.5, - 42.8
12. Double H'Ung Window 36"x 38" IBedroorn 3 FL 14996.8 + 133.5, 1 44.8
1.3 Double Flung Window 36"x 38" Bedroom 3 FL 14996.8 + 133 5, 44.8
14 Double dung Window .52"x 38" Bedroom 3 FL 14996.8 + X32.8,1-i 43.5
15 Awning Window 32"x 25" Bathroom FL 14964.14 + 133.5,1 44.8
16 Double Flung Window 52"x 38" Garage FL 14996.8 + 32 8, 43.5
1.7 Double Flung Window 152"x 38" Garage rL 14996.8 + ?32 8,1 43.5
Line items 1.and 2 are being mulled Jogether. Line items,3 and 4 are being
mulled together. Line item's 8,9, 10,�nd 11 are being mulled together.
Lime items 12 and 13 are being.mulled together.All are using FL 6067.9.
Florida Building Code Online Page 1 of 4
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Regulation
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL14996-R2
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@rwbldgconsultants.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
"s 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.pdf
_ Referenced Standard and Year(bf Standard) Standard_
AAMA/W D MA/CSA 101/I.S.2/A440 2008
AAMA/W D MA/CSA101/I.S.2/A440 2005
AAMA/W D MA/CSA 101/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.;. 7/1/2015
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.pdf
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.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 14996.7 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
ADaroved for use in HVHZ:YesFL14996 R2 11 INST 14996.8. df
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.pdf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars
14996.9 1."WeatherStopper—Series 9500 Extruded Vinyl Tilt"Impact"Double Hung Window
Model 9500
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14996 R2 I I INST 14996.9.pdf
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.pdf
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 !NST 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.pdf
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 . FL14990 R2 11 INST 14996.11.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 14996.11 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 V _
14996.12 1.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 Longer Offered 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 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:Hfloridabuilding org/pr/pr app_dtl.aspx?param=wGEVXQwtDquZRj59 o fDrx20ub... 7/1/2015
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EXTRUDED VINYL ` ra
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1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building ��/
Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZJ. i�20 N
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2. Product anchors shall be as listed and spaced as shown on details.Anchor emedment
material shall be beyond wall dressing or stucco. r
3. When used in the"HVHT'this product complies with section'1626 of the Florida E uilding Code and does
not require an impact resistant covering. /
4. When used in areas outside of the"HVHT'requiring wind borne debris protectloi i this product complies ` z
8 with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets �-- N w. z
missile level".D'and includes Wind Zone 4 as defined in ASTM E1996 and Sectlor 1609.12.2 of the FBC. w 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
masonry constrktion.
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6. Site conditions that deviate from the details of this drawing require further engir eering analysis by a a Z
licensed engineer or registered architect. '
a 7. This product meets water infiltration requirements for"HVHT'. A. MAX I)E$IGNPRQSSURE(PSF) = a
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53.99"X 75.0" 46.0"X35.12" +50.0 N'
8 I Typical elevations,design pressures&general notes i DATE 12/06/11 ?
m 2 Vertical&horizontal cross sections C'1'C'2 I sCAu:; N.T.S:
3 Vertical cross sections 36.0"X 63.0" 29.12"X 2e.87" +65.0 165.0 Dwc.svd. KK m
4 Buck&home anchoring CHK.BY. LFS 3
5 Components I' DnAWNG No.!
6 Bill of materials,components and glazing details iFL-14996.8
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2 1 VERTICAL CROSS SECTION
HORIZONTAL CROSS SECTION D AW NG ND.: e
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DOUBLE HUNG WINDOW P.E. No. 43409
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J 18/15 UPDATE 70 5TH ED. (2014)FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
Irn (n\ 10128113 REVISE FOR NEW TESTING LFS TICAL P.O. Box 230, Vain.., FL 33595
° m DATE BY CROSS RSECTIONS Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
ZD11 R.W.BUILDING CDNSU—NT INC.
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CONCRETE ANCHOR NOTES: I o 0
0 7.Concrete anchor locations at the comers may be adjusted to maintain the min. a y
edge distance to mortorjoints.
Z Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 3
maintain the min.edge distance to mortarjoints,additional concrete anchors 1 "
may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. m a
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s I111N CLEARANCE:M1N CLEARANc...
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TAPCON DWG.BY: KK m
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WOOD SCREW INSTALLATION NOTES: DrsnFL-714-4
FL996.8
` 1.Maintain a minimum 518"edge distance,1"end distance,8.1"o.c.spacing of i N
a wood screws to prevent the splitting of wood. SHm 4 or 6
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REVISIONS FBPE CA. No. 9813
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BILL OF MATERIALS ^ I ��'�. • ��� �
REM# DESCRIPTION MATERIAL
A 1X BUCK SIG 0.55 WOOD
B 2X BUCK SG>=0.55 WOOD =ON'.j o 1 �:
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C #10 X 2-112'PFH WOOD SCREW STEEL �^=, :v;. q� 0 l
D 114'X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL I ��i� ''•........
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E CONCRETE MASONRY-3,000 PSI MIN..CONCRETE CONFORMING TO ACI ` ''���Tryltl T� ����` o°n°D z
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H 1/4"2-1/4 ELCO OR RW PFH CONCRETE SCREW STEEL I 3.794" a
1 EXTRUDED PVC MAIN FRAME HEAD/JAMB#52-8601' PVC f u:
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2 EXTRUDED PVC MAIN FRAME SILL#52-8601' PVC I IE9 Z p
3 WEEP HOLE COVER(SILL)#200 492-021POLYMER T MAIN FRAME HEAD & JAMB i o a
4 EXTRUDED PVC GLAZING BEAD#52-2217` PVC 112
6 EXTRUDED PVC UPPER SASH BOTTOM RAIL#52507PVC I z
7 EXTRUDED PVC UPPER SASH STILES#52-8504` PVC 7!8"OVERALL GLASS THK 30 0
8 EXTRUDED PVC LOWER SASH TOP RAIL#52-8508' PVC INTERIOR 20 i z oa
9 EXTRUDED PVC UPPER/LOWER LIFTING RAIL#52-0506• PVC43. 1/8"ANNEALED GLASS I 3 C o
10 EXTRUDED PVC LOWER SASH STILES#52.8505" PVC
11 EXTRUDED PVC SNAP ON MASONRY FLANGE PVC ® z J ¢Z
a 12 HEAVY DUTY TffL LATCH KEEPER#12-9513 STEEL 0.090 DuPONT BUTACITE w W �
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13 #8 X 3/4"PFH SCREW ZINC PLATED STEEL ,; 1!8"ANNEALED GLASS a
14 #8-32 X 1/2'PPH MS 'STEEL o. o 0
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16 WEATHER STRIP PILE W/FIN.270 X.270,W21275NW BY ULTRAFAB - { AIR SPACE o
17 WEATHER STRIP PILE W/FIN.270 X.1 90,W21195NW BY ULTRAFAB, $: a a m
3 18 WEATHERSTRIP 4LON U-0333-000 BY SCHLEGLE - 1
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o` 19 UPPER SASH LATCH PVC
G 20 GLAZING COMPOUND TREMCO 5700 SILICONE
21 TOP SASH POLYMER TILT LATCH PLASTIC EXTERIOR 4 1/8"ANNEALED GLASS 1
22 TOP SASH PIVOT STEEL �1 GLAZING DETAIL I <^
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23 BOTTOM SASH HEAVY DUTY TIM LATCH#12-9511 L-R PLASTIC I N N N
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24 ' BOTTOM SASH HEAVY DUTY PIVOT#12-9514R-L STEEL 7/8"OVERALL GLASS THK. W
28 #8 X V PFH SCREW STEEL INTERIOR 20 I LAW
29 #6 X V PFH SCREW ZINC PLATED STEEL 7/16" I Z
a 31 SASH LOCK ASSY(DIE CAST ZINC ALUMINUM) GLASS BITE 1/8"ANNEALED GLASS
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32 SASH LOCK KEEPER(ZINC DIE CAST)
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a 0.090'DUPONT BUTACRE®
33 REINFORCING BAR#51-9531 (6063-T6) STEEL1-"—PVBa
34 KEEPER RAIL&STILE REINFORCEMENT#50-9523 ALUMINUM INTERLAYER _
35 LIFT RAIL REINFORCEMENT#50-9530(6063-T6) ALUMINUM ` 1/8 ANNEALED GLASS -' E
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_ 36 LOCK RAIL REINFORCEMENT#50.9529(6063-T6) ALUMINUM ,,:;;;:;;:;;; AIRSPACE
LL 37 HEAD ADAPTER#50-9522 6063-T6 ALUMINUM
38 SILL ADAPTER#50-9520(6063-T6) ALUMINUM I z o
8 39 #8 X 1"PFH SCREW ZINC PLATED. STEEL 44 onre 12 O6 11 -
40 SILL POCKET INSERT#52-9538' PVC j SME: N.T.S.
43 GLAZING SPACER(COATED U-SHAPED) STEEL EXTERIOR 4 1/8"ANNEALED GLASS OWG.sY: KK m'
44 GLAZING SPACER(SUPERSPACER) FOAM I CNK.er: LFS 3
m ORAWPIC NO.:
* THE'APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE G2 GLAZING DETAIL ' FL-14996:8 -
•PRODUCED BY'EXTRUDERS LICENSEES IN AAMA CERTIFICATION PROGRAMS OR RIGID I N
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3/15/2016 Florida Building Code Online
Fib UG(N 'mra `p` BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map ( Links [ Search
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Busines k �.
Professi rialjProduct iUSER:Public User
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Product Approval Menu>Product or Application Search>Application List>Application Detall
1 aoc vi. FL# FL14964-112
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived _
Product Manufacturer Silverline Building Products Corp:
Address/Phone/Email One Silverline Drive
N or-th—B Funswick—N-7-08902
(800) 234-4228 Ext 4644
Jonberrian@slbp.com.
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative Craig Calderone
Address/Phone/Email 1 Silverline Drive
North Brunswick, NJ 08902
(732)435-1000
CraigCaiderone@silverlinewindow.com
Quality Assurance Representative
Address/Phone/Email
Category (Awning
dows
Subcategory
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.
Certificate of Independence FL14964 R2 COI CERTIFICATE of INDEPENDENCE.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2008
AAMA/WDMA/CSA101/I.S.2/A440 2011
ASTM E1300 2004
ASTM E1886 2005
ASTM E1996 2005
TAS 201, 202, 203 1994 '
Equivalence of Product Standards
Certified By
haps://www.florid6building.org/pr/pr app dU.aspx?param=wGEVXQwtDquZRj59%2fDrx2ikZNa47so2dO8EnytIJEa96hL2KulLInmg%3d%3d 1/4
3/15/2016 Florida Building Code Online
Sections from the Code.
Product Approval Method Method 1 Option D
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/07/2015
Date Approved 06/23/2015
Summa of Products
FL# Model,Number or Name Description
14964.1 a. Series 70 Extruded Vinyl Awning Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14964 R2 II Inst 14964.1.Ddf
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 14964.1 for Design Pressure Ratings, any R14964 R2 AE Eval 14964.1.odf
additional-ase-limitations,-install-ation-instructions-and-product r-eated-by-Independent-Third-Party—Yes
particulars.
14964.2 b. Series 70 Extruded Vinyl Integral Mulled Twin and Triple Horizontal
Awning Windows(Note -Active panels can be interchanged"
with fixed Casement Sashes.)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14964 R2 II Inst 14964.2.Ddf
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 14964.2 for Design Pressure Ratings, any FL14964 R2 AE Eval 14964.2.Ddf
additional use limitations, installation instructions and product Created.by Independent Third Party: Yes
particulars.
14964.3 c. Series 70 Extruded Vinyl Integral Mulled Twin and Triple Vertical .
Awning Windows(Note-Active panels can be interchanged
with fixed Awning Sashes.)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14964 R2 II Inst 14964.3.Ddf
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 14964.3 for Design Pressure Ratings, any FL14964 R2 AE Eval 14964.3.Ddf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
14964.4 d. Series 70 Extruded Vinyl integral Mulled Picture Window over Single or
Twin Awning Windows
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL14964 R2 II Inst 14964.4.Ddf
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-14964;4 for-Design-Pressure-Ratings;any --FL-14964-R2 AE-Eval 14964 4.Ddf----------------- -
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
14964.5 e. Series 70 Extruded Vinyl Integral Mulled Awning Windows with Picture
Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14964 R2 II Product Offering No Longer Offered.Ddf
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 FL14964 R2 AE Product Offering No Lonoer Offered.Ddf
Building Products, Corporation (See 14964.5-2010 FBC Created by Independent Third Party: Yes
version for Historical Documents regarding this Approval)
14964.6 f. Series 70 Extruded Vinyl Awning Window with Nailing Fin
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquZRj5g%2f.Drx2lkZNa47so2dO8EnyfUEa96hL2KulLlnmg%3d%3d 2/4
3/15/2016. - Florida Building Code Online
Approved for use in HVHZ:Yes FL14964 R2 lI Inst 14964.13.Ddf
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 14964.13 for Design Pressure Ratings, any FL14264 R2 AE Eval 14964,13.Ddf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. (Note-Glass complies with ASTM E1300-04) "
14964.14 n. Series 70 Extruded Vinyl "Impact" Awning Window with Nailing Fn
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL1.4964 R2 II Inst 1.4964.14.Ddf
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 14964.14 for Design Pressure Ratings, any FL14964 R2 AE Eval 14964.14.1)df
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. (Note-Glass-complies with ASTM E1300-04)
.. E3ack <°i3ext .
Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 -
The State of Florida is an AA/EEO employer.Comvriaht 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement -
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
- mail to this entity.Instead,contact the office by phone or by traditional-mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
55 75(1),F1orida-Statotes,effecdve-=oberi,-2012;Iicenseesltcensed or der-Chapt;er 455,—F.S;--nnst-provide-the-Department-vittran-emailaddressi one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
I ersonal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click bra_.
Product Approval Accepts:
' SC'�CttYL1V.5fi L?T4SEE."�'.�
1
19.3
https://www.floridabuilding.org/pr/pr app JU.@spx?param=wGEVXQwtDquZRj59%2fDrx2lkZNa47so2dO8EnyfUEa%hL2KulLlhmg%3d°/a3d 4/4
i
SilverLine
u;J�'aM
by
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WINDOWS ® D ® ORS
`�+ UN••
V U x 2 4
SERIES 70 DEL 70N W71 P �W
51.5'MAX.OA.FIN WIDTH .a N � •t m
EXTRUDED VINYL AWNING WINDOW r 48.0°MAX.FRAME WIDTH ; I E oZ
w/NAILING FIN � ---••— s �a
sill mcr
y GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th E ition(2014)Florida z
Building Code(FBC)structural requirements including the"High Veloc ty Hurricane Zone"
..
(HVHZ). o
2. Product anchors shall be as listed and spaced as shown on details.Ai ichor embedment b /
to base material shall be beyond wall dressing or stucco. m // \ I o a
3. When used in the"HVHZ"this product complies with Section 1626 of t e FBC and does not 0.' a
require an impact resistant covering. f j L J m
o_ 4. When used in areas outside the"HVHZ"requiring wind borne debris protection,this i
product complies with Section 1609.1.2 of the FBC and does not requl a an impact m
resistant covering.This product meets missile level"D"and includes Wii id Zone 4 as defined o z I
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Q in ASTM E 1996 and Section 1609.1.2.2 of the FBC. ; a V
i wiz o
5. For 2x stud framing construction,anchoring of these units shall be the ame as that shown I z
for 2x buck masonry construction.
exp
a 6. Site conditions that deviate from the details of this drawing require fu her < n
engineering analysis by a licensed engineer or.registered architect. j c Z
11
7. This product meets water infiltration requirements for"HVHZ'. o o <
TABLE OF CONTENTS I n r N Z
SHEET# DESCRIPTION D
v � — `�N—Z Ct
0 1 Typical elevations,general notes and design pressures /uIAX O A MAX b A MAX DES1Gt�PRESSURE(PSFJ' :�21 6/r0 Z
2 Horizontal cross sections3 Vertical cross sectionssca .TS. °4 Buck and frame anchoring Dyvc K/,_. m
5 Bill of materials,components and.glazing details "X 39.5" 48.0"X 36.0" 41.15"X 29.15" G1,G2 +56.0 -50.0 w BY: LFS
DRAW;ND ND.:
N
NOTE:In the"HVHZ",this p e'Installed over 30 ft.height above FL-14964.14 0
. e I SHEET 1 DF 5
II
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No.43409 '
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3/20 15 UPDATE TO 5TH ED. 2014 FBC LFSWNING WINDOV! P.E. No. 434094/01 13 ADD HVHZ HT. LIMITATION EFS PART OR ASSEMBLY: /S- BUILDING CONSULTANTS• INC.
'2 20/73 REVISE DRAWING NO. LFS HORIZONTAL CROSS SECTIONSrlLP•O. Box 230, Valrieo, FL 33595
O DATE BY Phone No.: 813.659.9.197
REVISIONS FBPE-C.A. No. 9813
02012 R.W.B—cil G O.RSUIrv..
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No.43409
PRODUCT: Documents Prepared t3y:
c; y SlLVERUNE �i A40MIDp.
Lyndon F. Schmidt , Si
IW o Z\ 3 3 20 15 UPDATE TO 5TH ED. 2014 FBC LFS AWNING WINDOW
IES 70 P.E. No. 43409
2 4/01 13 ADD HVHZ HT. L(MiTATION LFS PART OR ASSEMBLY:. BUILDING CONSULTANTS, INC.
A
T` to _• I 2 20/13 RE DRAWING A70. _ tFS J 1i P.O. Box 230, Valrico, FL 33595 '
L p < o NO DATE BY VERTICAL CROSS SECTIONS phone No.: 813.659.9197
i REVISIONS FBPE C.A. No. 9813
2012 R.W.G-DING CONSL1lTANTS IIJC.
1
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27 `\/.
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4.. 4.5"MAX.O.C.
(TYP.)_
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a V
MASONRY D v - O CO
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~ 2X BUCK- r`w. m
fi
FRAME
J I )I O U
o I O
I O C `U
S i
BUCKANCHORING JAMB FRAME ANCHORING JAMB m
Locking Points Masonry buck construction Locking Points
o Shown in the locked position Sash removed for clarify Shown In the locked position 4
4.S"MAX.O.C. a
0 2X FRAMING TO BE DESIGNED - 0 0
BY THE ENGINEER OR ARCHITECT (TMP') I m
F.RECORD BASED ON WIND LOADS o` z
a ¢o
AND THE CLADDING BEING USED. wl J z
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CONCRETE ANCHOR NOTES.,
0 1,Concrete anchor locations at the comers may be adjusted to maintain the min. d ( w
_ o edge distance to morlar joints. O 1 =v
a 2 Concrete anchor locations noted as MAX.ON CENTER must be adjusted to •- _ O_ ! a o V
G maintain the min.edge distance to mortarjoints,additional concrete anchors �- o a re z-
o may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. K �.
3 Concrete anchor table (TYP•) to ���w
° ANCHOR ANCHOR MIN, M1N{LEARANCE MIN CLEARANCE: - `N `t 5
70 MASONRY 70 ADJACENT '^`r`\" z
): TYPE 51ZE i MBRDMENi EDGE °
ITW .'...... n N.-Z a
o TAPCON° 1/4" 1-1/4" 2" 4" DArE 102'
2 16/10 i
scAl.e: N,T.S.__
a ELCO 1/4" 17/4" 1" 4"
'a UCTRACON DwG.em. KV m'
tTW ® 3/16" 1.1/4" 3" i-1/2" cwc BY. LFS 3
TAPCON FRAMEANCHORING DRAWING N0.:
WOOD SCREW INSTALLA110N NOTES: N
1.Maintain a minimum 5/9"edge distance,I"end distance,&I"o.c.spacing of Stud construction FL-14964.14 a
-woodscrews to prevent the splitting of wood. Sash removed for clarity SHEET 4 or 5 N.
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BILL OF MATERIALS 112"GLASS BRE
REM A DESCRIPTION MATERIAL ..�Q
8 2X BUCK(G>=0.55) V*.'
: •:•••• ••� �� n
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WOOD ( e�
C 1/4"MAX.SHIM SPACE 2 16 518"OVERALU _U :Q_?
THK.GLASS i N:;; o
D 1/4"X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL _ y z ti 0: P d;
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 3/32"ANNEALED �� •., 'CO F n r'
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STEEL -0.090 SAFLEX�PVB INTERLAYER ���tt )�` o°n°z
K #8 X T PPH SMS(1-3/8"MIN.EMBEDMENT) STEEL -- 3/32'AN EALED 1 o x z d
1 _ AWNING MAINFRAME (#52-CA20-001)' PVC `e E° ?m m°
2 AWNING MAIN SASH (#52-CA20-002)'. PVC AIR SPACE N &20 S o `°a
3 GLAZING BEAD HALF MOON-3/4"IG(#52-CA20-003)` PVC (((/// 3/32'ANNEALED a`- o- m(La.
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3A GLAZING BEAD BOX-3/4"IG(#52-CA2D-011)' PVCi LL z
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3B GLAZING BEAD CONTOUR-3/4"IG(#52-CA20-012)' PVC I e °
4 SINGLE LOCK MECHANISM (#52-CA20-001-031 STEEL 13
G2 GLAZING DETAIL N
5 . SNUBBER -
6 SNUBBER RETAINER 3 3A 3B _)�— 11711GLASS BITE
7 AWNING OPERATOR W/BRACKET(#52-CA20-001-25) STEEL 1 z o z Q
3 8 4-BULBSEAL.360DIA. _ J ¢?
11 TRACK REINFORCEMENT(#50-7555) ALUM.6063-T5 w�,
12 WEATHER-STRIP COMPRESSION TYPE 2 16 5/8"OVERALL z} ¢�
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13 GLAZING SPACER STEEL INTERCEPT _ STEEL ' \ THK.GLASS ^ n¢w 2S
14 SASH REINFORCEMENT(#50-CA20-013) ALUM.6063-T5 } 3/32"ANNEALED a
15 FIN(SNAP-ON)(#54-CA20-010)' PVC F7 0.090"SAFLERgPVB mZ
16 GLAZING COMPOUND TremGiaze S700 by TREMCO SILICONE INTERLAYER ( o a-
17 SUPERSPACER BUTYL -
3132"ANNEALED 0 a o
27 ,'#8 X 1-314"PAN HEAD SMS STEAIR SPACE a a
- u�H,tir
3/32'ANNEALED `;m
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THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED
BY EXTRUDERS LICENSEES 1N"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC XTRUSIONS". 17
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14 'SASH REINFORCEMENT l l TRACKREINFORCEMENi IS FIN T
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14 Lg. ALUM.6063-T5 (Snap-on) O SASN FRAME \J
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2/22/2016 Florida Building Code Online
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F c.t� �r°r^�
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Professi nal v' USER:Public User
Regulation
Product Approval Menu>Product or Application Search>Application List>Application Detail
fch i WNW, , 'FL# FL6067-R5
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Silverline Building Products Corp.
Address/Phone/Email One Silverline Drive
^io r-th-B ru nswi cl—, N-J-08902
(800) 234-4228 Ext.4644
Jonberrian@slbp.com
Authorized Signature Craig Calderone
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report'- Hardcopy Received
Florida Engineer or Architect Name who 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.pdf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1710.5.3
Product Approval Method Method 2 Option B
hftps://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgs4Yr43er,4OR5n5vmgGn98MzIIW5LfXs7k%3d 1/4
2122/2016 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
SummarV 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 Offerino.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 FL6067 R5 AE EVAL Product Offerino.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
ppto_ced_fozuse-in_H.VVHZ` FL6067 R5 II I st 606 . df
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.pdf
wind-borne debris protection this product complies with Created by Independent Third Party: Yes
section 1609,1,2 of the Florida Building Code and does not
require an impact resistant covering.This product meets
"Missile Level D"and excludes "Wind Zone 4"as defined in
ASTM E1996-02. See INST 6067,2 for any additional use
limitations, design pressure ratings and installation
instructions,
6067.3 c. Series 2723 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and
Mullion"Impact" non-impact window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ: No 171_6067 R5 II Inst 6067.3.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: When used in areas outside the"HVHZ"requiring FL6067 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,pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Evaluation-Reports_...----------------_"-- -----
Other: When used in areas outside the"HVHZ"requiring FL6067 R5 AE Eval 6067.4.13df
wind-borne debris protection this product complies with Created by Independent Third Party: Yes
section 1609.1.2 of the Florida Building Code and does not
require an impact resistant covering.This product meets
"Missile Level D",and 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.pdf
Approved for use outside HVHZ:Yes' Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: When used in areas outside the"HVHZ" requiring FL6067 R5 AE Eval 6067,5.odf
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MzIIW5Lf)(s7k%3d 2/4
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.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: When used in areas outside the"HVHZ" requiring FL6067 R5 AE Eval 6067.6.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 6067.6 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
asonr_y-oa_Wood-Dpenings
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6067 R5 II INST 6067.7.pdf'
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:When used in areas outside the"HVHZ"requiring FL6067 R5 AE EVAL 6067.7.3df
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 6067.8.12df
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.
CIO6067.9 1 i. Series 2723, 2724, 2728 Extruded Aluminum Clipped Horizontal and Vertical Mullion
Structural Beam Mullion"Impact' for use with impact and non-impact window products in
Masonry or Wood Openings
------ — — -- -- _-- — - —�__ _ —-- --In-— — -- --- — ------ — — ----
Limits of Use I_ns --—ion str—uctions—_
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.pdf
debris protection this product complies with section 1609.1.2 Created by Independent Third Party: Yes
of the Florida Building Code and does not require an impact
resistant covering.This product meets"Missile Level D"and
includes"Wind Zone 4"as defined in ASTM E1996-02. See
INST 6067.9 for any additional use limitations, design
pressure ratings and installation instructions.
https://www.floridabuilding.org/pr/pr app dii.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MzllW5LfXs7k%3d 3/4
- 1
SilverLindr -MULLION SPAN MAX, 74- —{ ��` �`� �� w
byAndersen I j N. z
WINDOWS DOORS Z 2
• PRODUCT '� e
n GLAZING I yam: < m
3 I--MULLION SPAN NAX.=74"� %V''
Z i �r�rr*P,` %N o n°°Z
U N G
STRUCTURAL BEAM MULLION w GLAZING E. =m o
❑�73 PRODUCT o u°a d o`a
2723 2724 & 2728 _ z^ N d NY m n a�
Z GLAZING GLAZING f Z L I M =Z
"IMPACT" p 3' PRODUCT PRODUCT OU _ �w
V b `d
H GLAZING
PRODUCT o
II1�1I I J �
HORIZONTAL MULLION CONFIGURATION HORIZONTAL MULLION CONFIGURATION m J J
2724 � w
2723 w
MAX.COMBINED
Q `J¢'
2728 MAX.COMBINED DIMENSION 15104" I DIMENSION IS 104" o
GENERAL duct 1 W2 W1—� W2 0
1. This product has been evaluated and is in compliance with the 5th Edition(2014(Florida B Aiding Cade II I � I a a
(FBC)structural requirements including the"High Velocity Hurricane Zone".
2. When used in the"HVHT',this product complies with Section 1609.1.2 of the FBC and does not m
require an impact resistant covering. 'v i
%
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 p{oduct
meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Section 1609.12.2. v
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 Ln
5. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. Z w o
6. Separate'product approvals for each glaring product used with these mullions must be O f n
submitted along with this mullion product approval.
7. Anchoring of each glazing product to the mullion shall be as shown in each individual
glaring product approval. I k
8. Any conditions not covered in this evaluation are subject to separate Engineer ng,evoluatron. L a 8
9. Mullion design pressure rating,see appropriate load rating table sheets as listed in table oi contents. j b
10.The design pressure rating of the assembly shall be the lesser of the load capacity of the r iullion as VERTICAL MULLION CONFIGURATION VERTICAL MULLION CONFIGURATION
determined using this approval or the design pressure rating of the individual glazing prod icts used. I ¢ F
11.Bounding box dimensions for geometric transom shapes must be equal to or less than the TYPICAL MULLION CONFIGURATIONS \
rectangular transom dimensions shown herein.' I ^o n
12.Aluminum components,Including fasteners,shall meet the requirements of FBC Section 20I Z u
TABLE OF CONTENTS DATE'01103112
. SSHEET#, DESCRIPTIONN.T.S.
1 Typical elevation&general notes 6 2724 mullio6 load table for wood screw anchors I OWO•BY: KV m
2 2723 mullion load table for concrete screw anchors 7 2724 mullio6 anchor details§ion details I CHK.BY. LFS
3 2723 mullion load table for wood screw anchors 8 2728 mullion load table for concrete screw anchors DRAW NG NO.: N
4 2723 mullion anchor details§ion details 9 2728 minion load table for wood screw anchors FL-6067.9 6
5 2724 mullion load table for concrete screw anchors 10 2728 mullion anchor details§ion details "
SHEET OF 1O
d
I
(� MULLION SPAN
I MAX. = 74" • SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE(PSF) 1 `��,� •' i�,�� m
TRIBUTARY WIDTH !
n
L;
•" 28" 30" 32" 34" 36" 38" 40" 42" 44" 48" 48" 60" 52" _'
3 GLAZING gg
PRODUCT 74" 64.7 60.4 56.6 53.3 50:3 47.7 45.3 43.1 41.1 39.4 37.7 36.2 134.8 ^N3�
72" 69.4 64.7 60.7 57.1 53.9 51.1 48.5 46.2 44.1 42.2 40.4 38.8 137.3 z _ F.'0= 6;;
70" 73.4 68.5 64.2 60.4 57.1 54.1 51.4 48.9 46.7 44.7 42.8 41.1 139.5 i C' u°i"�
68" 77.8 72.6 68.0 64.0 60.5 57.3 54.4 51.8 49.5 47.3 45.3 43.5 141.9 ����� ''....... �/��� >>° m
68'• 82.6 77.1 72.2 68.0 64.2 60.8 57.8 55.0 52.5 50.2 48.1 46.2 144.4 '��7jI/ll*Pt1 1```` o°n m i
GLAZING GLAZING 64" 87.8 81.9 76.8 72.3 68.3 64.7 61.4 56.5 55.9 53.4 51.2 49.1 47.3 r 0 a ••
PRODUCT PRODUCT 62" 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 a 0 o z
60" 99.9 93.2 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 153.8 8 t o o m w
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 a rn S°r m
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 In a a
a
Z 64" 100.0 100.0 1 100.0 97.5 92.1 87.2 62.9 78.9 75.3 72.1 69.1 66.3 !63.7 .6
4 52" 100.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 71.7 68.8 166.2 v°
cIJ
= 50" 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 168.8 0 �Ta:
O 48" 100.0 100.0 100.0 100.0 100.0. 98.2 93.3 88.8 84.8 81.1 77.7 74.6 171.7
Wl- {--W2^ � 46" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 174.8,
II I z
g 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 "88.5 84.8 81.4 178.2 m¢z
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 1820 ' ¢
Q. 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 ¢
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 94.2 190.6
VPRODUCT PRODUCT 36" 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 c. m oN
Z II 34" 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ;100.0 w J '
0 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 1100.0 N ��
30" 100.0 100.0 1 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 1100.0 F a n zo
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
26" 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ;100.0 0 wo
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 �
MULLION SPAN INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: m
g MAX. = 74" 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. m
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. r
o GLAZING TRIBUTARY WIDTH = W1 + 2 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 z
SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN w o
T PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD F
1 REQUIREMENT DETERMINED IN STEP,1 ABOVE.
GLAZING o
0 3 PRODUCT
a 00 0o ¢
FOR ANCHORING GLAZING PRODUCTS TO THEI MULLION, ANCHOR a °
a Qmiim= SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE m
% W 1 W2 FOLLOWING: uj a
aF
LL 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR m
THE FASTENERS SHOWN IN-THE INDIVIDUAL GLAZING PRODUCT ^o o'
GLAZING GLAZING z- APPROVAL. z o
PRODUCT PRODUCT a`}
HEL
2. SUBSTITUTE /�8-18 PANHEAD SELF-RILLING SCREWS SHOWN DATE 01 03 12 IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM o
SCALE:. N.T.S.
GLAZING z II FASTENER SPACING ALLOWED IS 6" FROM(EACH END AT m
= PRODUCT I DwG.'er: KV
J SECTION THRU MULLION AND FRAME 15" D.C. MAX SPACING.
I cHw ar: LFS 3
THIS SECTI N VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING DanwlHc n0.: n
" OTHER FR ME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9
n 1 BY SILVER INE CAN BE USED IN THIS FASHION. i n
1 SHEEP 2 OF 10
u
I
1
}
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MULLION SPAN W64.7
SIL1vERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE(PSF)
MAX. = 74" TRIBUTARY WIDTH ��Q�• '� �-
�
-� " 30" 32" 34" 36" 38" 40" 42" 44" 46", 48" 60" 52"GLAZING 60.4. 56.6 53.3 50.3 47.7 45.3 43.1 41.1 39.4 37.7 36.2 f 34.8 UPRODUCT 4 64.7 60.7 57.1 53.9 51.1 48.5 46.2 44.1 42.2 40.4 38.8 j 37.3 � 7 z° F:O� dm
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 1 39.5 i W y 2 of m
68" 77.6 72.6 68.0 64.0 60.5 57.3 54.4 51.8 49.5 47.3 45.3 43.5 j 41.9 i��''••. y`�� m m
64" 67.8 81.9 76.8 72.3 68.3 64.7 61.4 58.5 55.9 53.4 518.2 49.1 1 47.3 '''' ///I*•P1, �_``` _ m o
GLAZING GLAZING } u N•:z
PRODUCT PRODUCT 62" 93.6 87.3 81.9 77.0 72.8 68.9 65.5 62.4. 59.5 56.9 54.6 52.4 1 50.4 (, o x Z d
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 1 53.8 o E m o m° o v
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 j 57.6 N a N�°a o c wa
66" 100.0 100.0 11 100.0 94.4 89.2 84.5 80.3 76.4 73.0 69.8 66.9 64.2 61.7 F 1 v m d a
54" 100.0 100.0 11 100.0 100.0 95.9 90.9 86.3 62.2 78.5 75.1 71.9 69.1 66.4 o c i '
62" 100.0 100.0 J 100.0 100.0 100.0 98.0 93.1 88.7 84.6 81.0 77.6 74.5 71.6 E vG
Z 60" 100.0 100.0 11 100.0 100.0 100.0 100.0 100.0 95.9 91.5 87.6 83.9 80.6 177.5 0 a
48" 100.0 100.0 100.0 100.0 1 100.0 100.0 1 100.0 100.0 1 99.3 95.0 91.1 87.4 !84.1
-��W2 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 1 89.5 Z Lu
W1
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 1 93.6 m o
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 ;-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 Q
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 1100.0
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 1100.0 m zu
a v 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 ��
32" 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 . 1100.0
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 F ? M 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 o o
f 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
o 24" 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 a
MULLION SPAN INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE:
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
THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION.
0
3 GLAZING TRIBUTARY WIDTH = W1 + W2 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. !IN THE FIRST ROW OF THE V
TABLE, LOCATE THE TRIBUTARY. WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE o z
PRODUCT 2
MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD 2
RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL ITO OR GREATER THAN THE
DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. ; J
e
GLAZING 4
3 PRODUCT
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR z i
SIZE AND SPACING SHALL BE AS SPECIFIED j IN'ONE OF THE m
�� FOLLOWING: w a
o W1 W2. m
LL 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-GRILLING SCREWS FOR
THE FASTENERS SHOWN IN THE INDIVIDUgL GLAZING PRODUCT ^O o
00 .
� APPROVAL.GLAZING GLAZING 2. SUBSTITUTE 8-18 PANHEAD SELF-RILLING SCREWS SHOWN Z
- # Dnre 01 03 12PRODUCT. PRODUCT d IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM o
- GLAZING z II FASTENER SPACING ALLOWED IS 6" FROM EACH END AT Ste' N.T.S. 'm
PRODUCT SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. owc.FN: FCV
j cNK.er: LFS
THIS SEC ZION 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
�. BY SILVEI7ILINE CAN BE USED IN THIS FASHION. N
SHEET 3 DF 1O
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(8)#10X 1-1/2"WOOD SCREWS 2X FRAMING (4)3/6"0 CONCRETE ANCHORS (4)3/16"0 CONCRETE ANCHORS CONCRETE ! ♦♦♦♦♦\\\ �c �///
CONCRETE (S E ANCHOR SCHEDULE) (SEE ANCHOR SCHEDULE) f
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ANCHOR TO 2X STUD OR TO 2X BUCK ANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH 1 X BUCK J>a
I
I z J
5.5 I o x C
1.14 7.68" z o
0.375' r 2.25'—�--2.25'— —�—2.25'
a ^ O
HORIZONTALMUWON m �w
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F SELFDRILUNG SMS n
MULLION ANCHOR BRACKET 2722 MULLION ANCHOR BRACKET 50 2722 VERTICAL MULLION o zz
g (6063-T6 ALUM) i w
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING m (6063 T6 ALUM) N —
FOR CONCRETE ANCHORING ANCHOR MULLION TO MULLION
0
n
a o
Du 48X3/4" ANCNOR 6RACKETANCNOR SCNEMDE rr x`'<' ti j 2
d SELF-DRILLING SMS -K ANCHOR sulutRAlEk a I �MENf :EDGED15f VEC6¢CENTER TO MER
v' ?; y a;�. . _,... 16+rxJa.. a.-P1rNJ .aSPACING'rN."" ro
® #10 PFH W�O.�'CREW -WOOD m
' m m #10-165ELFDRILLING AMN.CF3THRTADSSHALL O
p SHEETMETALSCREW STEEL COMyIF76Y7�MkWGM
2 aro 1' 1-1/U• Z 100 a
T� THESrE&SUBMTE DATE:01/03/12 i
1. ® sal-E:. N.T.S. o
3/16"0PFH HOLLOW BLOCK 1-1/471 1-1/7 7 m
v HILII KW�IK-CON II+ CONCRETE 1-1/CI 1-11T 7 DWG.BY. KV3
_ 1" I^•^^" i CHK.BY: LFS
MULLION BRACKET ANCHORING 2723
NG(S.G.>=055) DwwHc NO.: n
2723 MULLION STEEL CONFORMING TO ASTM A653,16GA.,0.067MIN.THICKNESS(Fy=33,000 PSI,W=45,000 PSI) FL-6067.9
2722 BRACKET SHOWN SHEET METAL SCREWS(SAE GRADE 5MN.J;HILTI KWIK-FLEX or ELCO DRIL-FLEX C
(6063-T6ALUMJ (WOOD SCREW ANCHORIGSHOWN) CONCRETE CONFORMING TOACI 301(3,ODOPSI NUN.)ORHOLLOW BLOCK CONFORMING TOASTM C90 sm— 4 OF 10
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MULLION SPAN . SILVEI,LINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE(PSF) `�.�` ; *•... ���,,�
MAX. = 74" _ W % �,
TRIBUTARY WIDTH I Z 0: u)
•' 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50" b2" J.Z
GLAZING 74" .52.8 49.3 .2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 30.8 29.6 28.4
3 PRODUCT
72" 57.4 53.5 59.2 47.2 44.6 42.3 40.1 38.2 36.5 34.9 33.4 32.1 30.9 j � 7 z Ft`Oz
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" yyZ. F-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�� '............
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 38.31 :�i���IfliCl p11���`` o o m i
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 I o a •:
PRODUCT PRODUCT v ° .z
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 1
3 80" 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 v g t o ]m c 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? 'y!J a N o r a
56" 98.8 92.2 0.5 81.4 76.9 72.8 69.2 65.9 62.9 60.1 57.6 55.3. 53.2 1 a m d a
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! o co
a
52" 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! �°
cw
2 50" 100.0 100.0 1Qo.o 100.0 96.4 91.3 86.8 82.6 78.9 75.5 72.3 69.4 66.7! 0 3`d
48" 100.0 100.0 1 .0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7!
�^
W, �^W2 j 46" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 64.6 81.1 77.8 74:6 ! Z w o
I I 3: 44" 100.0 100.0 100.0 100.0 .100.0 100.0 100.0 96.9 92.5 1 88.5 84.8 81.4 78.2+: S2 Q z
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 ¢Es
36" 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 ! �=
Q, GLAZING GLAZING 36" 100.0 100.0 1 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 m � Z
a" PRODUCT PRODUCT �' m w
^ 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 '100.0 100.01
v o II 32" 100.0 100.0 1 .o 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
�U
" 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'; U vo
g 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 I
2s" 100.0 1ao.o. 100.0 100.0 100.0 100.0 100.0 1�.0 100.0 100.0 100.0 100.0 100.0! x < No
24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01
a a w
MULLION SPAN INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE:
MAX. = 74" 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. m
LL TRIBUTARY WIDTHwl k W2 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE w
= THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION.
1 0
° 3 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 o z
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
- DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. i oOf
GLAZING ~
_ w
a 3 PRODUCT o
oe o FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR a °
SIZE AND SPACING SHALL BE AS SPECIFIED!IN ONE OF THE
�-- W1 -�I� W2 -� FOLLOWING: ^'W
1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DIRILLING SCREWS FOR o
THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT ' i
GLAZING GLAZING APPROVAL. ^Z n
¢ o� o 0 o0 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN O n
PRODUCT PRODUCT a v DATE 01 03 12 z
v�^ IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUMo
GLAZING Z II FASTENER SPACING ALLOWED IS 6" FROM;EACH END AT ems: N.T.S.
5
v PRODUCT o SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. i DWG.ar: KV m
i CHK.BY. LFS 3
THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE., A MINIMUM OF 3 THREADS OF THE SELF-DRILLING DRAW NG NO.: N
OTHER FR ME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9 0
BY SILVEI LLINE CAN BE USED IN THIS FASHION.
" ! N
G SMEEf
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MULLION SPAN /
MAX. = 74" ••• SILVE LINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE(PSF)TRIBUTARY WIDTH '�GLAZING •' 28". 30" 3 " 34" 36" 38" 40" 42" 44" 46" 48" 50" 52ld PRODUCT 74" 52.8 49.3 4Q.2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 30.8 29.6 28. =U
}- 72" 57.4 53.5 .2 47.2 44.6 _ 42.3 40.1 38.2 36.5 34.9 33.4 32.1 30.9. N Z It,:*\O o m
70" 62.4 58.3 .6 51.4 48.5 46.0 43.7 41.6 39.7 38.0 36.4 34.9 33.8, '• �GJ °
GLAZING GLAZING B" 717.10 88.4 8 .2 58 8 55.3 52.4 49.8 47:4 45.3 43.3 41.5 39.8 38.3 ''''/� / i(p �``1 i o m o
PRODUCT PRODUCT 64" 75.7 70.6 6Q.2 62.3 58.8 55.7 52,9 50.4 48.1 48.0 44.1 42.3 40.71 //I►11 Ir,�, $N .;Z
62" 80.6 75.2 70.5 66.4 82.7 1 59.4 58.4 1 53.7 51.3 49.1 47.0 45.1 43.4 i O z u
6D" 86.1 80.3 7$.3 70.9 66.9 63.4 60.2 57.4 54,8 52.4 50.2 48.2 48.3', Em 9 m o
58" 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; d d 0g 5 o 0 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 a m d a
54" 100.0 99.2 91.0 87.5 82.7 78.3 74.4 70.8 67.6 64.7 62.0 59.5 57.2' F o`z
LA 52" 100.0 100.0 109.0 94.4 89.1 84.5 80.2 76.4 72.9 69.B .66.8 64.2 61.7: I w
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 66.71
�1 48" 100.0 100.0 '100.0 100.0 100.0 99.1 94.2 89.7 85.6 81.9 78,5 75.3 72.41
W1 W2 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;
44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.4 1 93.4 89.6 86.21 J
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
Z- GLAZING GLAZING
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 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
Ln N
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 o II 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 -Io
9 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 o
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
28" 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 N 1 N'
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
IL 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0, 100.0 100.0 100.0 1 100.0 100.0
MULLION SPANm
MAX. = 74" INSTRUCTIONS FOR USE OF'THE MULLION LOAD TABLE: I
e 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. m
2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE w
N GLAZING THE SKETCHES ON THIS SHEET FOR.MULLION SPAN AND TRIBUTARY. WIDTH DETERMINATION, o
O PRODUCT 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE a
V TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE i ROW CONTAINING THE o Z
9 TRIBUTARY WIDTH = Wi +1 W2 MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD w
LL 2 RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE
�
GLAZING
DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. i R of
_ i o
° 3 PRODUCT
i
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR
o e o SIZE AND SPACING SHALL BE AS SPECIFIED l IN ONE OF THE N
W7 W2 FOLLOWING:
a
1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR o
N 0 O THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT
c GLAZING GLAZING ¢ oa❑�o 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN Doh 01/03/12 =
PRODUCT PRODUCT N 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.
9
= PRODUCT SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. i DWG.BY: KV m
CHK.BY: LFS 3
` THIS SEC PON VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES, NOTE: A MINIMUM. OF 3 THREADS OF THE SELF-DRILLING DRAWING NO.: N
i OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9
- BY SILVER�INE CAN BE USED IN THIS FASHION. °
SHEEP 6 OF10 0
I
i
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(8)#10x 1-1/2'WOOD SCREWS 2X FRAMING (4)3/1 "0 CONCRETE ANCHORS (4)3/16"0 CONCRETE ANCHORS CONCRETE
CONCRETE (SEE ANCHORSCHEDULE) (SEE ANCHOR SCHEDULE) • i `J\"C: Q/// n
a .. •. . • v: ' i �_ •Jaz
e ^N. � :Z,-gym
'a �c 7 z Q` o m
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ANCHOR TO MASONRY
ANCHOR TO 2X STUD OR TO 2X BUCK ANCHOR TO MASONRY THROUGH 1 X BUCK
1.14" 7.68" z z
0.375' I- 2.25'—^��-225'— .'2.25'----j
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O HOR¢ONTAL MULLION
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u MULLION ANCHOR BRACKET 2722 SELF-0RIWNG SMS \ w m
I VERTICAL MULLION w .o_
MULLION ANCHOR BRACKET 50-2722
R MULLION
ALUM) m (6063-T6 ALUM) m
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING ANCHOR MULLION TO MULLION m
a #8 X 3/4"
Q.0
SELF-DRILLING SMS "� ,� t" MUYIONANCNOR BRACA'ETANGfORSCNEWIE `�-
n
3
1. . ANCNOR i 508S1RA1E EMBMEODF..O.1 �EUG'E'Wp1l5+rT]ANtC,.E,r.CENTER TO-CEMER f
SPACING-WA w a
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"o to o '0 WOOD 1.3/8' I 1' 1.1/8" O m
o cv #10 -0RIWNG AAUN•OF3THREADS ^Z a
? SNAIL PROTRUDE
SHEETMETALSCREW STEEL OMPLErMY1• 1-1/8"
0THESUBS�fRAU1EH DATE:01 03/12
u` 3/16.0 PFH SCALE N. S.
HOLLOW BLOCK 1-1/4' i 1-I/2 7 5
HILTI KWIK-CON II+ DWO.SY.- KV
m
CONCRETE 1-1/4° 1-1/7 7 DHK,ar, LFS
MULLION BRACKET ANCHORING WOOD FRAMING(S.G.>=0,551 1 DRAWING NO.: n
= 2724 MULLION STEEL CONFORMING TO ASTM A6M,16—,0—MM.THICKNESS(FY=33,000 PSI,W=45.000 PSI) FL-6067.9
2722BRACKETSHO N SHEET METAL SCREWS(SAE GRADE 5 MIN.):HILTI KWIK-FLEXor EL60 DRIL-FIEX - o
-N•'J (606376 ALUM) (WOOD SCREW ANCHORING SHOWN) CONCRETE CONFORMING TO ACI 301(3,000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TO ASTM C90 SHEET 7 OF 10 ®. -
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MULLION SPAN SILVE¢2LINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE(PSF) � .. '%
MAX. = 74" I
TRIBUTARY WIDTH
��Q�
GLAZING ` T7O"
28" 30". 2" 34" 36" 840" 42" 44" 46" 48" �" 'PRODUCT 86.4 80.6 7,S.fi 71.1 67.2 63.7 80.5 57.6 55.0 52.6 50.4 48.4 46.5 U 88.8 82.9 7,7.7 73.1 69.1 65.4 62.2 59.2 56.5 54.0 51.8 49.7. 47.8 N Z 4+:O 91.3 85.3 7,9.9 75.2 71.0 67.3 63.9 60.9 58.1 55.6 53.3 51.1 49.2 V�
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 50.6 ��i,�'•.,, y`�� j>c o m
in
GLAZING GLAZING " gg g 93.3 87.4 82.3 77.7 73.8 69.9 66.6 63.6 60.8 58.3 55.9 53.8 /.2 52.1 '''''�f f l*I Pt► f C`_``` o r)m z
PRODUCT PRODUCT a
6 100.0 96.3 90.2 84.9 80.2 76.0 72.2 68.7 65.8 82.8 60.1 57.7 55.5 0 �, i c z
3 100.0 99.5 93.3 87.8 82.9 74.6 71.0 67.8 64.9 62.2 59.7 57.4 t o 9 m 1 w
58"' 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 a N n Bot m
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 v m a a.a
Ew
LL-] 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' z°
I52" 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 \1
2 60" 100.0 100.0 180.0 100.0 99.5 94.2 89.5 . 85.3 81.4 77.8 74.6 71.6 68.8 VVV o 3D.
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
W 1 W2 cc
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 w o
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¢2
42" 100.0 100.0 1 .0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 '88.8 85.3 82.0 o
40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97:3 93.3 89.5 86.1 p�
Q: 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 0 J 'N
PRODUCT PRODUCT 3 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0' 100.0 100.0 99.5 95.6 m m ow
Z II 34" 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 w
X 32" 100.0 100.0 1 .0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a U
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 o Nli
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 N
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 o-
24" 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
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. m
2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE
THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY N IDTH DETERMINATION.
o N GLAZING
33. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE c
PRODUCT TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THD ROW CONTAINING THE w o
$ TRIBUTARY WIDTH = Wi + W MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD V)
LL 2 RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE
DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. in
a GLAZING ~
3 PRODUCT W
a
FOR ANCHORING GLAZING PRODUCTS TO THEI MULLION, ANCHOR z
SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE 6
c I--W1�I^-W2- -I FOLLOWING: j m F
1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR
[To THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT �o
GLAZING GLAZING
-APPROVAL. Z ra
PRODUCT PRODUCT a 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN ate:01/03/12 e
IN THE INDIVIDUAL GLAZING PRODUCT APP OVAL. THE MAXIMUM SCALE: N.T.S.
v GLAZING Z II FASTENER SPACING ALLOWED IS 6" FROM EACH END AT m
PRODUCT o SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. DWG.DY: KV
m � cxw BY. LFS 3
z o THIS SECTI N VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; DRAWING NO.:
OTHER
NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING
BY SILVERIINE CAN BE USED
D IN THIS FASHION. � ro
_ R SECTIONS FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WA OF THE MULLION. FL-6067.9 0
INn
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SXEEf S OF 1O
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MULLION SPAN O� ..........
••. S LVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE(PS17 M�
MAX. = 74" `OA%
-� TRIBUTARY WIDTHw.
GLAZING •• 28" 30" 2" 34" 36" 38" 40" 42" 4d" 46" 48" 50" 1 52" _2•4� pt J^z V)
3 PRODUCT 74" 88.8 82.8 77.7 73.1 69.0' 65.4 62.1 59.2 56.5 54.0 51.8
49.7 i 47.8 p;�_ m
72" 93.8 87.5 82.0 .T7.2 72.9 69.1 65.6 82.5 59.7 57.1 54.7 52.5 j 50.5 N l 7 Z rte,: o m
70" 99.2 92.8 86.8 81.7 77.1 73.1 69.4 66.1 63.1 60.4 57.8 55.5 j 53.4 6j: c ul
m ro
88" 100.0 98.1 92.0 86.6 81.8 77.5 73.6 70.1 66.9 64.0 61.3 58.9 56.6 ��i��••'•.,,•• �
7.9 65.1 62.5
GLAZING GLAZING "" 1100.0 100.0 100 0 97.7 92.3 87.4 83.1 79.1 75.5 72.2 69.2 66.4 I 83.9 '''7�7/III*I p11 1 ``` o°n m z
PRODUCT PRODUCT U a
62" 100.0 1 100.0 100.0 100.0 98.4 '93.2 88.5 84.3 1 80.5 T7.0 1 73.8 70.8 68.1c: x z°4
3 60" 100.0 1 100.0 100.0 100.0 100.0 99.5 94.5 90.0 85.9 82.2 78.8 75.6 727 ` E E m z m0 c v
58" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 92.0 88.0 84.3 80.9 77.8 " u a 9 0`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 .g n rn v m a a
ZZ 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 I 89.8 L:
y52" 100.0 100.0 1,00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 i 96.8 E Oz
z 50" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 cIJ
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 1 100.0 2 d
46"- 100.0 100.0 1' .0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 i 100.0
001 002 44" 100.0 100.0 1,00.0 100.0, 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 j 100.0 0
T 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 i 100.0 Q=
Ir 40" 100.0 100.0 '1po.o 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 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 j 100.0 o
Q: 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 -Iw
a`r PRODUCT PRODUCT
V)n 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 1 100.0 DO m o ti
O1 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,
O 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
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 i 100.0 3
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 o
24" 100.0 100.0 1,00.0 100.0 100.0 100.0 100.0 100.0. 100,0 100.0 100.0 100.0 100.0 0 � N�
LLL INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: it a
MULLION SPAN 1• DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE 1 m
MAX = 74" BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). I
LL 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE m
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,
8 GLAZING LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN n
PRODUCT IAND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD, RATING GIVEN IN PSF.
lTHE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT w o
T TRIBUTARY WIDTH = 001 + 2 DETERMINED IN STEP 1 ABOVE. Ln
LL 1 2
M GLAZING I
3 PRODUCT a
a 00 0!00-
a d
FOR ANCHORING GLAZING PRODUCTSTO THEMULLION, ANCHOR _
�° � SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE00l W2' FOLLOWING: F
1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWSFOR
THE FASTENERS SHOWN IN THE INDIVIDUAL)GLAZING PRODUCT zoGLAZING GLAZING Z• APPROVAL.o ��a ate:01 03 12 c
PRODUCT PRODUCT `t2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN /o IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM SCALE: N.T.S. d
GLAZING Z II I
PRODUCT g FASTENER SPACING ALLOWED IS 6" FROM EACH END AT DWG.BY: KV m
(SECTION THRU"MULLION AND FRAME 15" O.C. MAX SPACING. 1 3
m J I CHK.BY: LFS
JJ VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES;
THIS SECTIO
i NOTE, A MINIMUM OF 3 THREADS OF THE SELF-DRILLING N
OTHER FRIO E SECTIONS OF FLORIDA APPROVED WINDOWS DRAWING NO.:
FL-6067.9
SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. o
BY SILVERLII E CAN BE USED IN THIS FASHION. SHEET 9 or 10
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(413/116"0 CONCRETE ANCHORS (4)3/16"0 CONCRETE ANCHORS CONCRETE ' `�����
(10)#10x 1-1/2'WOOD SCREWS 2XFRAMING CONCRETE (SEE ANCHOR SCHEDULE) (SEE ANCHOR SCHEDULE) ' `�``Q ''
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1 MUL ION ANCHOR BRACKET 50-2722' 1 MULLION ANCHOR BRACKET 50=2722 V)
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FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORINGN
HORIZONTAL MULLION °
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$ #8X3/4" EIA4UWONANCNOR�RIICKETANCNOR SCHEDULE 21 a
SELF-DRIWNG SMS kt EnfeED �aGEauFANCFz�NreRrac¢NrER �
ANCHOR SU9STRATEE�' Z
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0.1" II 'll #1D-16SRF-DRILL04GSHALLFROTRUDE AA�w.GFa1RxEAns Z
v '8 (0)#10X3/4" j�j SHEETMETALSCREW• STEEL COWLET YTH OUGH 1" 1• DATE:01/03/12 =
° ® SELF-DRILLING SMS ii ii o-� �o THESTERSUBSIRATE scuE N.T.S. a
3/16.0 PFH - HOLLOW BLOCK 1-1/4•I 1-1/7 2' 5
#8 X 3/4" `d HILTI KWIK-CON D+ Gwc.Br: KV
SELFDRILLING SMS � CONCRETE 1-1/4 I 1-1/7 2 GHK.BY: LFS 3
WOOD FRAMING ! DRAWING NO.:
MULLION BRACKET ANCHORING N
STEEL CONFORMING TO ASTM A653,16 GA.,"0.067 MIN,THICKNESS(Fy=33,000 PSI,W=45,000 PSI)
2722 BRACKET SHOWN 2728 MULLION FL-6067:9 a
SHEET METAL SCREWS(SAE GRADE 5 MIN.):HILTI KMK-FLEX or ELCO DRU EK
(WOOD SCREW ANCHORING SHOWN) (6063-T6 ALUM) ANCHOR MULLION TO MULLION CONCRETE CONFORMING TO AG 301(3,000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TO ASTM C90 SHEET 10 ov 10 N
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