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Home My WebLink AboutProduct Approval Window MullionsFlorcda`Bu tding Code Online Page 1 of 4 BGS:Home 3 Log to I User Registration. Hot Topics Submit Surcharge Stats &Facts Publications j FBC stall it BCtS Site Map: ( Upks } 'Search } F Jda # Product Approval "� USER: Public User Product Apomal Menu > Muck or Application Search > Apolicatlon Lkt> Application Detail FL # FL6067-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product,Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silderline•Drive North Brunswick, NJ 08902 (651) 264-4178 Nicholas.Kopp@andersencorp.com Authorized.Signature Craig Calderone rickW@rvwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative -Add ress/Phone/Emai I Category Windows Subcategory Mullions Compliance Method Evaluation Report: from a Florida Registered Architect or a'Licensed Florida Professional Engineer 3 Evaluation Report - kardcopy Received Florida Engineer or Architect Name who developed Lyndon P. Schmidt; P.E. the:Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Assoclation-QA Quality Assurance :Contract Expiration Date 08/03/2021 ,Validated By Ryan J: King, R.E. R71 Validation Checklist - Hardcopy Received Certificate of Independence FL6067 R6 CO! 'Certificate of Indeoendence.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 8 File , Copy https://floridabuilding.org/prlpr. app_dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5v... 12/29/2017 Florida Building Code Online Page,.2 of 4 Date Submitted 06/16/2016 Date Validated 06/16/2016 Date Pending FBC Approval 66/19/2016 Date Approved 08/17/2016 Date Revised 10/21/Z017 Summary of Products FL # Model, Plumber or Name Description 6067.1 a. Series 1537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for Mullion "Impact" use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions " Approved for use in HVHZ: No FL6067 R6 II INST ProductOfferino.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43.409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline. FL6067 .R6 AE EVAL Produc '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 Mullion "Impact" use'with impact and non -Impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6_ II INST 6067.2.pdf Approved for use outside. HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent.Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring FL6067 _116 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 O" and excludes "Wind Zone 4" as defined in ASTM.E3996-02. See INSC6067.2 for any additional use limitations, design pressure ratings and Installation , instructions. 6067.3 c. Series 2723 Structural Beam Extruded Aluminum Clipped Mullion for use with Impact and Mullion "Impact" non-impact•window products in Masonry or Wood Openings Limits of Use Installation Instructions. Approved for use.in HVHZ: No FL6067 R6 II INST 6067.3.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 R6 AE EVAL 6067,3:12df 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 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 FL-6067 R6 IT INST G067.4.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: When used in areas outsid'e'the "HVHZ' requiring FL6067 R6 AE EVAL 6067:4.pdf Wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1669.1.2,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 foruse with impact.and Mullion "Impact'. non -impact; window products in Masonryor Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II. INST 6067.5.pdf Approved for use outside HVHZd Yes Verified By:1 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 https-//floridabuilding.org/`Dr/Dr app_dtl.aspx?param=wGEVXQwtDgs4Yt43ec4OR5n5v... 12/29/2017 Florida Building Code Online Page 3 of 4 wind-borne debris protection this product complies with FL6067 R6 AE EVAL 6067 S odf section 1609.1.2 of the Florida Building Code and does not Created by Independent Third Party: Yes require an impact resistant covering. This product meets "Missile Level D" and includes "Wind'Zone 4" as defined in ASTM E1996-02'. '5ee-INST 6067:5 for any additional use limitations, design pressure ratings and installation 6067.6 f.:Series2723 Structural Beam Transom Mullion "Impact" Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for. use with. Impact and non -impact window products In Masonry or Wood Openings Limits of Use Installation, Instructions Approvedfor use in.HVHZ: No FL6067 R6 II INST 6067.6.bdf 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 FL6067R6 AE EVAL 6067.6.odf wind=borne debris 'protection this:productcomplies with Created by Independent Third PartyrYes section 1669.1.2. of the Florida Building. Code and does not require an Impact resistant covering. Thisproduct meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM'E1996-02. See INSf`6067:6 for any additional use limitations, design pressure ratings and Installation instructions. 6067.7 g. Series.2724 Structural Beam ExtrudedAluminu'm'Clipped Horizontal Mullion Clipped Transom Mullion "Impact" Mullion for use with Impact and' non -impact Window products in Masonry or Wood Openings Limits of Use Insti liation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.7.1)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 R6 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.exclutles."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 Transom Mullion "Impact" Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions. Approved for use in HVHZ:, No FL6067 R& IL INST 6067.8.odF Approved for use outside HVHZ: Yes Verified Ely: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes 'Created'by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used In areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067 8 01' 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 E199.&02.-See INST;6067.8.for any additional' use limitations, design, pressure ratings and installation Instructions. 6667.9 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 R6 II INST 6067.9.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.,43409. Impact Resistant: Yes Created by Independent Third. Party: Yes Design Pressure: N/A Evaluation Reports Other:"When used in the "HVHZ" requiring wind-borne FL6067 R6 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 prodIuet 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. Sack Next contact US::: 2601 Blair Stone Road, Tallahassee FL 32392 Phone: 650-4a7-1624 https://floridabuilding.org/pr/pr_app_dtl.aspx`?param=wGEVXQwtDgs4Yr43ec40R5ii5v.... 12/29/2017 Florida Building -Code Online 'Page 4 of-4 The State of Florida is an AA%EEO employer. Coovdaht'2007-2013'State of Florida, ;: Privacv.Statement :: Accessibility Statement ;: Refund crarnmonr Under -Florida law, email addresses are public records. If you, do not.want'your e-mail address released, In responsetoa publlc4ecords request, do not send electronic mail to this'entlty. Instead, contact the office by phone or by traditional math If you have any 4uestioos, please contact 850.467.1395. -pursuant to Section 455.275(1), Florida. Statutes, effective Octbber 1, 2012,-licensees'licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emailsprovided may be used for official communication With the licensee. However email addresses are public record: If you do not wish to ,supplya personal address, please.provlde the Department withian email'address which can be made available to the.publlc: To determine if you are a licensee under Chapter 455, F.S., please click here., Product Approval Accepts: F-11—FPI MI ® SCIXt.. M. Qr6dit 06rd Safe https:!/floridabuilding.org/pr/prapp_dtl.aspx?param=WGEVXQwtDgs4Yr43ec4OR5n5v... .12/29/2017 SilverLind bYAnderSeil WIN DOW'SeDOORS 2728 STRUCTURAL BEAM M UU.10N "IMPACT' GENERAL NOTES: 1. This product has been evaluated and.ts in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requeements excluding the'High Velocity Hurricane Zone". 2. When used in areas requiring wind bome debris protection this product complies with Seciion 1609.1.2 of the FBC and does not require an Impact resistant covering. This;product meets missile level °D" and Includes Wind Zone 4 as defined in ASTM Ell 996 and FBC Section 16D9.1.2.2. 3. Wood bucks by others; must be onchoredpropery to transfer loads to the structure and be reviewed by the Building Offido' 1. 4: Mullion anchor embedment to base material shag be beyond -wall dressing or stucco. 5. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. . 6. Anchoring of each glazing product to the mullon shall be as shown in each Individual glazing product approval. 7. Any conditions not covered in this evaluation are subject to separate engineering evaivation. 8. Mullion design pressure rating, see load rating table sheets 2 and 3 of this drawing. 9. The design pressure rating of the assemblyshallbe the lesser of the load capacity of the mullion as determined using this; approval or the design pressure rating of the individual glozing products used. 10. Bounding box dimensions for geometric transom shapes must be equal to or less than the *rectangular transom dimensions shown herein. iABLE of CONXMIS SHEErf DESCRIPTION 1 . Typical elevations & enrol notes 2 2728 mullion load table for concrete screw anchors " 3 2728 mulionfoad table for wood screw anchors 4 2728 mullion section dimensions & anchoring ��-;MAX. COMBINED DIMENSION IS 104" l —111 m w2 GLAZING :GLAZING GLAZING PRODUCT PRODUCT PRODUCT MAX. COMBINM DIMENSION IS 104' P:�Wl-- II — GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT z 3 i 1 L MAX.. COMBINED DIMENSION IS.IW GLAZING GLAZING PRODUCT PRODUCT L— I JIL11 MAX. COMBINED DIMENSION IS 104' W t W2 1 .GLAZING GLAZING PRODUCT PRODUCT z a d z GLAZING GLAZING �f L PRODUCT PRODUCT TYPICAL MULLION CONFIGURATIONS NOTE: Horizontal mullions depicted herein can be combination mullions or separate structural mullions. Separate structural mullions are covered underseparate approval. fL-6067.5 0 cr t or 4 S&VERLHVE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) - TRNWARYW10TH - 74" 28,:. 100.0 S0" 32" Us 38" 36" 40' 42" �., �" 'W. Go.. d2« 100.0. 98.5 924 88:8 85.8 827 80.0 77.4 75.0 72.8 70.6 68,6 .72" -100.0 100.0 99.9 95.7 92.1 88.8 8&7 82.9 80.2 77.7 75.3 - 73.1 71.0 70" _ 100.0 1W.0 100.0 99.4 95.6 922 89.0 66.0 83.2 80.6 78.1 75.8. 73.6 8a' '100.0 100.0 100.0 100.0 99.4 95.7 .92A 99.3 86.3 83.6 81.0 78.6 7&3 Ba" 100.0 - - 100 0 100.0 100.0. - 100.0 99.6 98.0 92.7 - 69.7 66.8 - - 84.1 81.6 79.2 84" 100.0 100.0 100.0 10U:0 1DO.0 100.0 99.9 98.5 93.3 90.2 87.4 _ 84.8 82.3 82" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 93.9 91.0 88.2 85.6 100.0_ 100.0 1DO.0 100.0 100.0 100,0 100.0 1. 100,0 1DO.0 97.8 94.7 1 91.0 891 a8•• 100.0 100.0 100.0 100.0 _ 1D0.0 iW.0 100.0 100,0 100.0 100.0 - 88.8 85:7 - -928 0" 100.0 100.0 100:0 100.0 100:0 100.0, 100.0 100.0 100.0 100.0 1W.0 99.9 96.9 -84'1- 100.0 100.0 '100.0 100.0 - 100.0 - 100.0 100.0 100,0 160.6 100.0� 100.0 100.0 100.o 62" 10&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 2 50" IW.0 IOD.0 100.0 100.0 100.0 100.0 100.0 100.0 .." 100.0 100.0 10D.0 . 100.0 100.0 4r. 105.0 1o0.0 1W.0 " 100.0 _ 100.0 - 100.0 - 100.0 100.D 100.0 100.0 100.0 400.0 _ 100L0 48•• 100.0 100.0 100.0 100.0 100.o 1000 100.0 100.0 .100.0: . 100.0 100.0 100.0 100.0 44" . 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 42' 100.0 '100.0 100.0 ' 100.0 100.0 -100.0 100.0 100,0 '106.0 . - 100.0.... - -.100.0 100.0 f00,0 ' 40".._ .100.D 100.0 100.0 •100.0' f00.0 100.0. - 100.0 1010 100.0` 000.0 100.0 100.0 100.0 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 36!" 100.0 - 100.0 -Too:0 100.0 100.0 100.0 100.0 -- 100.0 100.0 100.0 100.0 -100.0 ' 700.0 100.0 wl 100.0 100.0 lo0.0 100.0 ' 100.0 100.0 100.0 100.0 100.0 100.0" 100.0" 100.0 32" i0&0 100.0 100.6 100.0 100.0 100.0 100.0 " '100.0 .10040 100.0 100.0 100.0 100.0 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 2a•' 100.0 100.0 100.0 - 100.0 -100.0 1IX7.0 100.0 " f 00.0 100.0 - 100.0 100.0 100.0 100.0. 26" 100:0 100.0 100:0 100.0 100.0 1W.0 100.0 100A 1 109.0 100.0 - - 100.0 100.0 "' 100.0 2C 100.0 100.0 1 100,0 1 100.0 1 100.0 100.01-'100.0 1 100.0 1 100.0 1D0,0 I 10D.0 ,1W.0 100.0 IN TR CTIONSg FOR USE OF THE MULLION L inN r nnn TABLE. I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR .OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND -MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND `TRIBUTARY WIDTH DETERMINATION: 3. IN THE FIRST COLUMN OF THE TABLE• LOCATE THE ,MULLION SPAN. IN THE,'07RST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THF;MULLION SPAN. AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN W PSF. THE MULLION LOAD. RATING MUST BE EQUAL- TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINEO'IN STEP I ABOVE. SECTION THRU MULLION' AND FRAME FOR. ANCHORING "GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN' ONE OF THE FOLLOWING: I. SUBSTITUTE (1 FOR 1) 1/4"-14 -SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDMDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE 18-18 PANHEAD SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 1NE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH ENO AT 15" O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE. PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS .OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL DF THE MULLION. BY SILVERLINE CAN BE USED IN THIS FASHION. � : z i� W1 �I--- Wz K GLAZING GLAZING rk h PRODUCT PRODUCT., 0 0 ' TRIBUTARY WIDTH = WT + W2 2 }- WI W2 I T -GLAZING GLAZING PRODUCT PRODUCT GLAZING z 6 PRODUCT arc FL -6067.5_ c a T6, SILVERLINE 2n& STRUGTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 28" 301,'"SEW'�840" 4Z' 44" 46'•', 49" 60" D2"100.0 100.0 1No 100.0 100.0 100.0 100.0 100.0, 100:0 10D.0. 100.0 99.4 95.6 100.0 100.0 `100.0 100.0 100.0 -100.0 100,0 100.0 100.0 -10D.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 1o0.0' " 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0' 10D.0 -100.0 100.0 100.0 100.0 100.0 100.0 88" 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 64" 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 or 100.0 100.0 1 100.0 100.0 100.0 100.0, 100.0 100.0 100.0 10010 1o0.0 100.0 100.0 GD" '100.0 100.0 100.0 100.0 100.0 100.0 100.0 _ 100.0 100.0 100.0 100.0 ' 10D.0 100.0 6r 100.0 1D0.0 100.0 100.0 100.0, 100.0 100.0 100.0 100.0. 100.0 100.0 10010 100.0 6S" 100.0 160.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.E 100.0 100.0 100.0 64" 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 6Y 100.01 100.0 100.0 100;0 100.0_ 100.0 100.0, 100.0 A .0 100.0 100.0 100.0 100.0 60" 100.0 10D.0 .100.0 100.0 io0.o- 100.0 100.0 , 100,0 100.0 _100.0 100.0 -100.0 100.0 . A9" 100.0 100.0 100.0 100.0 1 100.0 100.0 1 wo 100.0 100.0 100.0 1 100.0 100.0 100.0 46" IW.0. 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 44" 100.0 100.0 1 100.0 100.0 100.0 1010 100.o. 100.0 100.0 100.0 100.0 100.0 100.0 . 42" 1010 100.0 100.0 100.0 100.0 I000 i00A_ 100.0 1 .0 100.o 1o0.0 100.0 100.0 40"- 100:0 100.0 100.0 100.0 100.0 ; 100.0 10D.0, 100.0 100.0 100.0 100.0 100.0 1000 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 36" 100.0 100.0 100.0 10D.0 1 .0 100.0 100.0 100.0 f00.0 100.0 100.0 1OD.0 100.0 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 _ 100.0 100.0 100.0 100.0 32" 100.0 100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100:0 100.0 30"- 100.0 - 100.0 100.0 100.0 - 100.0 - 10D.0 100:0 - 100.0 100.0 - 100:0 100.0 100.0 100.0 2b" 100.D 100.0, 100.0 100.0 IN, 100.0 100.0 100.0 I'S 100.0 100.0 100.0 1 .0 26" 100.0 100.0 1oo.0 10D.0 100.0 toD.O t00.o 104.0 1DD:D 100.0 100.0 1D0.0 100.0 24" ." 100.0 100.0 _100.0, 100:0 100.0 1 100.0 1 100.0 100.0 1 106.0 1 100.0 1 100.0 100.0. 100.0 INSTRUCTIONS FOR USE OF THE,MULLION LOAD TABLET 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE. PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN.' IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSEC77ON OF THE ROW, CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY' WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO. OR GREATER THAN THE DESIGN 'LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: I. SUBSTITUTE (i FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN 'IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE 18=18 PANHEAO-SELF-BILLING SCREWS SHOWN IN THE_ INDIVIDUAL GLAZING PRODUCT APPROVAL. THE ;MAXIMUM FASTENER SPACING ALLOWED IS 6' FROM EACH' £ND ,AT 15" O.C: MAX SPACING. THIS SECTION VIEW IS SHOWN FOR.IL'LUSTRATIVE PURPOSES, NOTE: A MINIMUM ,OF 3 THREADS' OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS' MUST PROTRUDE THROUGH THE WALL OF THE MULLION. Bl' 'SILVERLINE CAN. BE USED IN THIS FASHION. fA ? � v o z. u 96 GLAZING GLAZING d y an d `a E �. PRODUCT PRODUCTM og Il z a Wes. 1� � Q2U Q m Y WI + W2 y �a TRIBUTARY WIDTH 2 o I^ WI I1 W2 _ GLAZING GLAZING. Z, .PRODUCT PRODUCT N n GLAZING z t PRODUCT �a 1 om (8) #10x 1-l/2" WOOD SCREWS 2X FRAMING tIi n I�I II II �� U UAl Mw ti ANCHOR TO 2X STUO OR TQ2X BUCK 5.5" 0,375" m O 0 I' MULUONANCHOR-BRACKET2722 (6063-T6 ALUM) FOR WOOD SCREW OR MULLION TO MULLION ANCHORIN 0 2728 MULUON (6063T6 ALUM) (4) 3/16- 0 CONCRETE ANCHORS ;ETE .(SEE ANCHOR SCHEDULE) v . (4)3/16'OCONCRETE ANCHORS CONCRETE, (SEE ANCHOR SCHEDULE) �'•, � � a�.-a-�a �� as :. . ICI I1 11 _Z U U 1X BUCK �W U U �W I ANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH 1X•BUCK 7.68"' cli l I4 L MULLION ANCHOR BRACKET:SO-2722 (6063_% ALUM) FOR CCNCREIE ANCHORING X 3/4" FDRILUNG SMS MULLION BRACKET ANCHORING 2722 BRACKET SHOWN (WOOD SCREW ANCHORING.SHOWN) HORIZONTAL TRANSOM MULLION 2723, 2724 OR 2728 (UNDER SEPARATE APPROVAL) (8)#I0X3/4"./ SELF -DRILLING SMS I I II II a 08 X 3/4" U U SELF-DRIWNGSMS VERTICALMULUON ANCHOR MULUON 10'MULUON ram' ti .,�� ►a(t�i wia�raFawp�a�.s�cG+r��ue�Wr�¢ .~P . gIO:PFHWOOD SCREW WOOD 1-w8. I. no-war-DRIUNG A�.OFInam SHEEP METAL SCREW STEa ' SNAILPROIRINE' COMPIEMYTI{ OUGN i" 1-lIB 0� )>•o — YNeSYMSMIMTE 3116.0 PRI HOLLOW BLOCK 1.114" 1-IFZ' r HU KWIK-CON Rt CONCRETE I-IFC I 11-1iP _ r J m O n° °D' 2 uN.. 9m`0 O mm nwu rKnnrn�a MWI G NO.: SIEEICONFORMRIGTOASTMA653,I6GA.,OWMIN.IHICKNM[Fy=33MPSLFU=45,ODO ), SHEETUSC(SAEGRAESMS1KWIKAEX«ACOORR-X F1-6067.5 CONCMCOOMING30310TOACI0 o PSI MW4 OR HOLLOW BLOCK CONFORMING TO ASFM C90 arm —L or O