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Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORS12/12/2017 Florida Building Code Online 61 '<.. BCIS Home i Log In I User Registration Hot Topics Submit Surcharge I Stats & Facts Publications i FBC Staff I BCIS Site Map Links Search Florida '� rt Product Approval w ri 4 `.USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15012-R2 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer C.H.I. Overhead Doors Address/Phone/Email 1485 Sunrise Drive Arthur, IL 61911 (217) 543-2135 Ext4273 windloadengineering@chiohd.com Authorized Signature Pat Hunter windloadengineering@chiohd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category r—Exte`rior Doors Subcategory Sectional Exterior Door Assemblies r✓ Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 'K Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Gordon Thomas, P.E. f+i Validation Checklist - Hardcopy Received Certificate of Independence FL15012 R2 COI Cert of Ind Scates s.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 DASMA 108 2002 DASMA 108 2005 DASMA 115 2005 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhldlGcB6L5orvMJEkwLW9HhRp/`2bfdXSg`/`3dp/p3d 1/6 12/12/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/26/2015 Date Pending FBC Approval 05/01/2015 Date Approved 06/23/2015 Date Revised 09/19/2017 Summary of Products Go to Page Page 1 / 2 FL # Model, Number or Name Description 15012.1 kfL; 2240, 2241, 2250, 2251, 4240 06'-00" wide through 09'-06" wide by 20' high steel sectional 4241, 4250, 4251, 5240, 5241, door with or without polystyrene insulation. 5250, 5251 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS012 R2 II Jamb Attach Drawings s.Ddf Approved for use outside HVHZ: Yes FLIS012 R2 II Supplemental Instructions Pan s.pdf Verified By: John E. Scates, PE FL-51737 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval Rept s.pdf which are accepted test methods per 5th edition (2014) Florida FL15012 R2 AE FZ4-09-013L5s.pdf Building Code Section 1715. See drawing FZ4-09-013L5 for Created by Independent Third Party: Yes pressures and widths +34.8(psf)/-39.3(psf) at 06'-00" through +20.8(psf)/-23.5(psf) at 09'-06". 15012.2 kgL; 2240, 2241, 2250, 2251, 4240 06'-00" wide through 10'-00" wide by 20' high steel sectional 4241, 4250, 4251, 5240, 5241, door with or without polystyrene insulation. 5250, 5251 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ: Yes FLIS012 R2 II Supplemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval Rent s.Ddf which are accepted test methods per 5th edition (2014) Florida FL15012 R2 AE FZS-09-013L5s.Ddf Building Code Section 1715. See drawing FZ5-09-013L5 for Created by Independent Third Party: Yes pressures and widths +41.0(psf)/-46.2(psf) at 06'-00" through +22.1(psf)/-24.9(psf) at 10'-00". 15012.3 khI; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250, 5251 Up to 09'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS012 R2 II Jamb Attach Drawings s,Ddf Approved for use outside HVHZ: Yes FLIS012 R2 II Supplemental Instructions Pan sxdf Verified By: John E. Scates, P.E. FL-51737 Impact Resistant: Yes Design Pressure: +32,0/-36,2 Created by Independent Third Party: No Other: Sectional doors provided for potential "code -plus" Evaluation Reports applications, Large Missile impact (9 pound missile) and cycling FL15012 R2 AE Eval Rept s.Ddf tests conducted in accordance with ANSI/DASMA 115, ASTM FL15012 R2 AE FZ6i-09-01515s.odf E1886 and ASTM E1996. Static tests conducted in accordance Created by Independent Third Party: Yes with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ61-09-01515 for pressures 32.0 (psf) / - 36.2 (psf) at widths up to 09'-00" 15012.4 kiL; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, IS2SO,5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. 06'-00" wide through 09'-02" wide by 20' high steel sectional door with or without polystyrene insulation. Installation Instructions FLIS012 R2 II Jamb Attach Drawings s.pdf FL15012 R2 II Supplemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhldlGcB6L5orvMJEkwLWgHhR%2bfdXSg%3d%3d 216 12/12/2017 Florida Building Code Online Tested in accordance v,. STM E330 and ANSI/DASMA 108, FL15012 Ri . Eval Rept s.odf which are accepted test methods per 5th edition (2014) Florida FL15012 R2 AE FZ7-09-013LSs.pdf Building Code Section 1715. See drawing FZ7-09-0131-5 for Created by Independent Third Party: Yes pressures and widths +54.0(psf)/-60.9(psf) at 06'-00" through +34.7(psf)/-39.1(psf) at 09'-02" 15012.5 kkL; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250, 5251 06'-00" wide through 10'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS012 R2 II Jamb Attach Drawings spdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.pdf Verified By: John E. Scates, P.E. FL-51737 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eva[ Rent spdf which are accepted test methods per 5th edition (2014) Florida FLIS012 R2 AE FZ9-09-013L5s.Ddf Building Code Section 1715. See drawing FZ9-09-0131-5 for Created by Independent Third Party: Yes pressures and widths +66.5(psf)/-77.3(psf) at 06'-00" through +35.9(psf)/-41.7(psf) at 10'-00" 14'-02" wide by 15012.E 5250, 5250, 4251, 5240, 5241,40 42, I doorOwith'de or without hpolysttyrene insulation. high steel sectional Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ10-09-01315 for pressures and widths +72.4(psf)/-82.1(psf) at 06'-00" through +25.3(psf)/-28.7(psf) at 14'-02" 15012.7 le; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, �5250,5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ3-10-01315 for pressures and widths +32.5(psf)/-36.7(psf) at 06'-00" through +10.0(psf)/-11.2(psf) at 14'-00" Installation Instructions FL15012 R2 II Jamb Attach Drawings s.Ddf FL15012 R2 II SuDolemental Instructions Pan_ s.pdf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FLIS012 R2 AE Eva] Reot s.odf FL15012 R2 AE FZ10-09-01315s.Ddf Created by Independent Third Party: Yes 06'-00" wide through 14'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Installation Instructions FL15012 R2 II Jamb Attach Drawings spdf FL15012 R2 II Supplemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FLIS012 R2 AE Eva] Rept s.odf FLIS012 R2 AE FZ3-10-01315s.odf Created by Independent Third Party: Yes 15012.8 If; 2240, 2241, 2250, 2251, 4240, 06'-00" wide through 15'-02" wide by 20' high steel sectional 4241, 4250, 4251, 5240, 5241, door with or without polystyrene insulation. �5250,5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ4-10-01315 for pressures and widths +38.6(psf)/-43.6(psf) at 06'-00" through +10.1(psf)/-11.4(psf) at 15'-02" Installation Instructions FLIS012 R2 II Jamb Attach Drawings s.Ddf FL15012 R2 II SuDolemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rept s.Ddf FLIS012 R2 AE FZ4-10-01315s.odf Created by Independent Third Party: Yes 15012.9 152425Of5251414251, 52,2251, 40, 5241, I door0with'de through 16'-06" wide by 20'or without polystyrene insulation. high steel sectional Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ5-10-01315 for Installation Instructions FL15012 R2 II Jamb Attach Drawings spdf FLIS012 R2 II SuDolemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FLIS012 R2 AE Eval Rept s.Ddf FLIS012 R2 AE FZ5-10-01315s.Ddf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhld1GcB6L5orvMJEkwLW9HhR%2bfdXSg%3d%3d 3/6 12/12/2017 Florida Building Code Online pressures and widths + psf)/-51.3(psf) at 06'-00"through +10.0(psf)/-11.3(psf) 5C io -06" 15012.10 M50,5251410, 4251, 52,2251, 40, 5241,40 � doorOwith fde through 17-08" wide by or without polystyrene insulation. high steel sectional Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ6-10-01315 for pressures and widths +31.4(psf)/-35.5(psf) at 10'-00" through +10.1(psf)/-11.4(psf) at 17-08" Installation Instructions FL15012 R2 II Jamb Attach Drawings s.0df FL15012 R2 II SuoDlemental Instructions Pan s.0df Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Reot s.0df FL15012 R2 AE FZ6-10-01315s.Ddf Created by Independent Third Party: Yes 15012.11 4241,240, 4250,2 251, 5240, 5241,240, door06'-Owith1de or thouthpolysttyrene insulation. igh steel sectional Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ6-10-013L5 for pressures and widths +52.3(psf)/-59.2(psf) at 06'-00"through +26.0(psf)/-29.3(psf) at 11'-00" Installation Instructions FL15012 R2 II Jamb Attach Drawings s.odf FL15012 R2 II SuoDlemental Instructions Pan s.0df Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: Yes Evaluation Reports FL15012 R2 AE Eval Reot s.Ddf Created by Independent Third Party: Yes 15012.12 150,5251 2240, 2241, 2250, 2251, 4240, 08'-00" wide through 19'-06" wide by 20' high steel sectional 41,4250,4251,5240,5241, door with or without polystyrene insulation. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ8-10-01315 for pressures and widths +63.8(psf)/-72.5(psf) at 08'-00"through +10.1(psf)/-11.4(psf) at 19'-06" Installation Instructions FL15012 R2 II Jamb Attach Drawings s.pdf FL15012 R2 II Supplemental Instructions Pan s.odf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rept s.pdf FL15012 R2 AE FZS-10-01315s.odf Created by Independent Third Party: Yes 15012.13 15242, 415250, 42,51, 5240, 5241240, I doorOwith'de or without hpolystyrene insulation. igh steel sectional Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Sectional doors provided for potential "code -plus" applications. Large Missile impact (9 pound missile) and cycling tests conducted in accordance with ANSI/DASMA 115, ASTM E1886 and ASTM E1996. Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ10i-10-01515 for pressures and widths +49.9/-56.7(psf) at 06'-00" through +44.7/-51.5(psf) at 10'-06" Installation Instructions FL15012 R2 II Jamb Attach Drawings s.pdf FL15012 R2 II SuoDlemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rent s.pdf FL15012 R2 AE FZ101-10-01515s.odf Created by Independent Third Party: Yes 15012.14 15250,414250, 4251, 5240, 5241240, I doorOwith wide orw thoutthrough polystyrenewide ins I t on high steel sectional Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA SOB, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ3-16-01315 for Installation Instructions FL15012 R2 II Jamb Attach Drawings s.0df FL15012 R2 II SuoDlemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rent s,pdf FL15012 R2 AE FZ3-16-01315s.Ddf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc°/"2bhldlGcB6L5orvMJEkwLW9HhR°/"2bfdXSg%3d%3d 4/6 12112/2017 Florida Building Code Online pressures and widths +, Ipsf)/-41.6(psf) at 08'-00" through +10.9(psf)/-12.1(psf) aC z,. -00" 15012.15 15250,5251 reL; 2240, 2241, 2250, 2251, 4240, 4241,4250,4251,5240,5241, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ3-16-013L5 for pressures and widths +24.9(psf)/-27.7(psf) at 12'-00"through +10.9(psf)/-12.1(psf) at 21'-00". 12'-00" wide through 21'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Installation Instructions FL15012 R2 II Jamb Attach Drawings s.pdf FLIS012 R2 II Supplemental Instructions Pan s.pdf Verified By: John E. Scates, RE. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rept s.pdf FL15012 R2 AE FZ3-16-013L5s.pdf Created by Independent Third Party: Yes 15012.16 rf; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, 5250, 5251 14'-02" wide through 24'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ: Yes FL15012 R2 II Supplemental Instructions Pan s.ndf Verified By: John E. Scates, P.E. FL-51737 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: No Other: Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval Rept s.pdf which are accepted test methods per 5th edition (2014) Florida FL15012 R2 AE FZ4-16-01315s.pdf Building Code Section 1715. See drawing FZ4-16-01315 for Created by Independent Third Party: Yes pressures and widths +25.1(psf)/-27.9(psf) at 14'-02" through +10.5(psf)/-11.7(psf) at 24'-00" 15012.17 I 241, 4250, 4251, 5240, 5241240, I witho t polystyrene insulation. to 16'-00" wide by 20' high steel sectional door with or Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +22.2/-24.7 Other: Sectional doors provided for potential "code -plus" applications. Large Missile impact (9 pound missile) and cycling tests conducted in accordance with ANSI/DASMA 115, ASTM E1886 and ASTM E1996. Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ41-16-01515 for pressures +22.2(psf)/-24.7(psf) at widths up to 16'-00" Installation Instructions FL15012 R2 II Jamb Attach Drawings s.pdf FL15012 R2 II Supplemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FLIS012 R2 AE Eval Rept s.pdf FL15012 R2 AE FZ41-16-01515s.Ddf Created by Independent Third Party: Yes 15012.18 4241, 4250, 4251, 5240, 5241240/ I doorOwith fde or thouth16-10" wide by 20' polystyrene insulation. igh steel sectional 5250, 5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ5-16-01315 for pressures and widths +52.4(psf)/-58.3(psf) at 08'-00" through +23.7(psf)/-26.3(psf) at 16-10" Installation Instructions FL15012 R2 II Jamb Attach Drawings s.pdf FL15012 R2 II Supolemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rept s.pdf FL15012 R2 AE FZ5-16-01315s.odf Created by Independent Third Party: Yes 15012.19 �5250,, 414250, 4251, 5240, 5241Z40 I door Owith wide without hpolysttyrene insulation. 'gh steel sectional Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ6-16-01315 for pressures and widths +40.1(psf)/-44.7(psf) at 12'-00" through +13.4(psf)/-14.9(psf) at 24'-00" Installation Instructions FL15012 R2 II Jamb Attach Drawings s.pdf FL15012 R2 II Supplemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rept s.odf FL15012 R2 AE FZ6-16-01315s.Ddf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhldlGcB6L5orvMJEkwLW9HhR°/`2bfdXSg%3d°/`3d 5/6 12/12/2017 Florida Building Code Online 15012.20 rhI; 2240, 2241, 2250, 2251, 4240, 4241, 4250, 4251, 5240, 5241, �5250,5251 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.6/-34.1 Other: Sectional doors provided for potential "code -plus" applications. Large Missile impact (9 pound missile) and cycling tests conducted in accordance with ANSI/DASMA 115, ASTM E1886 and ASTM E1996. Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108, These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ61-16-01515 for pressures +30.6(psf)/-34.1(psf) at widths up to 16'-00" Go to Page i Up to 16'-00" wide by 20' high steel sectional door with or without polystyrene insulation. Installation Instructions FL15012 R2 II Jamb Attach Drawings s.odf FL15012 R2 II SuDolemental Instructions Pan s.Ddf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: No Evaluation Reports FL15012 R2 AE Eval Rent s.pdf FL15012 R2 AE FZ6i-16-01515s.pdf Created by Independent Third Party: Yes Back Next 0 0 Page l/2* 0 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M W F901 IN M https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhidiGcB6L5orvMJEkwLW9HhR°/`2bfdXSg`/o3d%3d 6/6 IC 4 Strut Attachment Strut This door has been evaluated in accordance with ASTM E330-02 and ANSI/DASMA 108-02, 108-05 and for windbome debris in accordance with ASTM E1886-05/E1996-09 and ANSI/DASMA 115-05 (9 pound missile) Supporting structural elements to be designed by registered professional engineer for specified wind loads. If door is not electrically operated, a lock must be installed. Maximum door height: 20'-0" Maximum section height: 21" Per ASCE 7-10, Design Pressures (DP) typically meet or exceed the requirements for the following wind speeds. These exposure "B" wind speeds are for T hiah doors on 30' tall buildings. Width Design Pressure Wind Speed Windows Center Stiles 16-00" +30.6 s / -34.1(psf) 183 (mph) YES 7 15-11" + 30.6 (psf) / - 34.1 (psf) 183 (mph) YES 6 14'-00" + 30.6 (psi) / - 34.1 (psf) 182 (mph) YES 6 13'-11" + 30.6 (psf) / - 34.1 (psf) 182 (mph) YES 5 12'-00" + 30.6 (psf) / - 34.1 (psf) 181 (mph) YES 5 1 l'-11 ' + 30.6 (psi) / - 34.1 (psf) 180 (mph) YES 4 10'-08" + 30.6 (pst) / - 34.1 (psi) 179 (mph) YES 4 tenter site quannty is m[mmum per section. 4 John E. Scates, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. # 51737 • No.51737 p • STATE OF , W at%'d� t�'•.FLOR10�� zzI/iSSjON' ; O� �� Digitally signed byJohn E.4:0, P.E. � Date: 2015.04.1412:40 -05' '0000 Professional Engineer's seal provided only for verification of windload construction details 3 2 Impact Window Option (9 pound missile): max daylight opening 16-3/4" x 10-1/4" 1/4" I-exan with Aluminum Frame ob •n� Door Height Cy n a F a 6-6" to T-O" 4 7 4 T-6" to T-O" 5 9 5 8'-3" to 8'-9" 5 9 5 9'-0" to 10'-6" 6 11 6 10'-9" to 12'-3" 7 13 7 12'-6" to 14'-0" 8 15 8 14'-3" to 15'-9" 9 17 9 16-0" to 17-6" 10 19 10 IT-9" to 19'-3" 11 21 H 19'-6" to 20'-0" 12 23 12 Track bracket quantities shown are for use with grade 2 or better southern pine jambs. When using softer wood species like spruce -pine -fir (SPF) use the quantity of track brackets specified in the chart plus three track brackets per side. Supplemental Instructions contain details for doors up to 20'-0" high. These are required in addition to this drawing for installation. Always use supplemental instructions in addition to this drawing during door installation. ��ODM nts °° r 04-09-2015 Models: 2240, 2241, 2250, 2251, 4240, 4241, 4250,4251,5240,5241,5250,5251 16-0" wide, 183 mph Exposure "B" See notes for other widths and wind speeds C.H.I. Drawing: FZ6i-16-01515 page 1_of 2 1 J Strut (if applicable) not shown for clarity. k.uw) Ulm swe (.097) galvanized steel top fixture. Each fixture attached with four 1/4" x 3/4" screws. carrier and carrier support push nut (.034) center stile 09) galvanized steel top tore. Each fixture attached h two 1/4" x 3/4" screws. Lush nut (.034) center stile The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. See jamb attachment details for more information about attaching jambs to structure. 2" x 7/16" (nominal) stop molding to be secured with minimum 8d nail or 2-1/2" long screw on 5" spacing. Stop molding not required when door is more than 1" wider than opening. 1-3/8" polystyrene insulation with vinyl back (both ends). (.0185) galvanized steel minimum (.034) center stile 2" (min) x .058 (min) galvanized steel track ® End Hinge galvanized steel fastened to section with k.—) GULL JL11G Optional low head room top bracket C six 1/4" x 3/4" screws. 0 push nut 2" (max. for .069 thick) 2-3/4" 4" (max. for .109 thick) nominal 0 2" (min.) 3-1/2" (min.) stem weati 10 ball roller with nylonon or or steel tread. push nut 3' (.102) galvanized steel bottom bracket Each bracket attached with four red 1/4" x 3/4" / screws. i nut O Intermediate Hinge (.058) galvanized steel fastened to section with four 1/4" x 3/4" screws. 2-3/4" goo 1-7/8" ID 1/12 , (.109) galvanized steel bottom bracket Each bracket attached with four red 1/4" x 3/4" screws. (.051) 50 ksi galvanized steel 3" strut attached with two 1/4" x 3/4" screws per stile or hinge plate. ,.... tum extrusion Optional low head room bottom bracket professional Details on some views may have been omitted for clarity. (.086) galvanized steel flag bracket fastened to wood jamb with three 5/16" x 1-518" wood lag screws. Flag bracket attached to horizontal track with two 1/4" x 5/8" track bolts and nuts. Flag bracket attached to vertical track with two 1/4" x 5/8" track bolts and nuts. Or two 1/4' x 11/32" rivets. (.102) galvanized steel track bracket fastened to wood jamb with one 5/16" x 1-5/8" wood O lag screw per bracket. O Each track bracket attached with one 1/4" x 5/8" track bolt and nut Or two 1/4" x 11/32" rivets. \VE. SCAT V No.51737 • STATE OF _ seal provided onlv for verification of windload construction details John E. Scales, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. # 51737 nts 04-09-2015 Models: 2240, 2241, 2250, 2251, 4240, 4241, 4250,4251,5240,5241,5250,52.51 16-0" wide, 183 mph Exposure "B" See notes for other widths and wind speeds C.H.I. Drawing: FZ6i-16-01515 AtrA)'AM Tapcon or Tapcon LDT or Simpson Strong -Tie. keep each area clear of ITW Ramset/ Redhead Tapcon, 1/4" diameter, minimum 3.5" long with washer that conforms to ANSI B18.22.1 type B. any back jamb attachment fasteners ITW Ramset/ Redhead Large Diameter Tapcon, 3/8" diameter, minimum 4" long with washer that conforms to ANSI B1822.1 type B. Simpson Titen HD, 3/8" diameter, minimum 4" long with washer that conforms to ANSI B18.22.1 type B. T Simpson Wedge -All, 3/8" diameter, minimum 4" long with washer that conforms to ANSI B18.22.1 type B. 8" When applying back jambs over dry wall or other non structural wall covering, use longer fasteners to insure minimum embedment required. 1 This chart applies to wood species with specific gravity greater than or equal to 0.42 including spruce pine fir (SPF) and southern pine (SP). See chart for minimum washer diameter. Washer diameters in chart are based on use of Spruce Pine Fir. Washers maybe 10% smaller when Southern Pine is used. See chart for minimum edge distance required. Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor. FASTENER SPACING (inches) 2500 psi concrete Filled CMU Simpson ITW Tapcon Strong -Tie DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE 1 24 2a -,' 2a 2500 psi concrete Filled CMU 14psf I 17psf I 20psf I 24psf 28psf 32psf I 36psf I 40psf I 44psf 48psf I 53psf I 58psf I 63psf I 69psf I 75psf I 81psf 87psf I 93psf rwrapcon ITW LDT Titen Wedge. DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) HD All .MQ" 1/4" 3/8" 3/8" 3/8" 3/8" FASTENER DIAMETER 1.75" 1.75" 2.5" 2.5" 2.75" 2.68" EMBEDMENT LENGTH 8„ i Highest anchor installed at least as high as door opening. Anchors to be evenly spaced between the header and the floor. 2x6 structural grade lumber. May be counterbored up to 3/8" deep at each anchor location to provide a flush mounting surface. First anchor to start at no more than half the fastener spacing distance and no less than the minimum edge distance. e 0 WASHER DIAMETER \��` Q �,11' 1111� ��/ EDGE DISTANCE Supporting structural elements shall be designed by a registered FASTENER LOAD CAPACITY `�` �. I professional engineer for wind loads in addition to other loads. ♦� �► �. .�� // Q; �'r, •�, // This drawing does not address the Jamb/wall design, but only door attachment Jamb/wall construction is shown only for illustration �� j purposes. The building designer is responsible for ensuring that the 51737 Jamb/wall is sufficient to carry the door live and static loads. This NQ. : drawing does not address the spring pad connections. Registered Manufacturers installation instructions must be followed. Digitally signed by John E. Scates, P.E. Date: 2015.02.2416:32:57-06'00' Ij * = * " * i' professional engineer may approved an alternative design. SCALE Maximum spacing shown in chart. Lesser be used to avoid interference with door hardware John E. Scates, P.E. ,0 gTATE OF .0 • / =0= $OMOH13 none s acin ma p g y and or fastening system, but not less than 6". 3121 Fairgate Drive • � • i+- ;/ 0, ` Q;• ♦\ 0[]0 DATE 2-1 g-2015 Load per jamb = 0.5 x door width x max positive pressure x door height. Carrollton, Texas 75007 � / .LORVO Q o v e R H E o 0 0 o R s 8" CMU block walls shall comply with ASTM C90. Florida P.E. # 51737 TXPE 56308, F-2203 /�SS ��♦\ // ZONAL �� Back Jamb Attachment Detail ,00111 Use minimum 2000 psi grout or concrete when filling CMU. 110N Concrete Anchors CMU fastener spacing distance may vary +/-1". Professional Engineer's seal provided only for verification of windload construction details. C.H.I. Dmwing: BJA-101 I Rev.-07 �outnern Fine (SP) specitic gravity = U.55; allowable load per anchor = 620 pounds. Spruce Pine Fir (SPF) specific gravity = 0.42; allowable load per anchor = 482 pounds. Use SP values only if both structure and jamb are southern pine. Use SPF values when spruce pine fir is present in structure or jamb material. Lag screw: 3/8" diameter x 3" minimum long; must conform to ANSI/ASME B18.2.1 Washer: 1-1/8" minimum outside diameter, must conform to ANSI B18.22.1 type A. Pre -drill 1/4" diameter pilot holes for lag screw insertion. 1-1/2" minimum lag screw edge distance required. TENER SPACING I DOOR WIDTH SPF SP 114psfl 17psf 24 24 34'-5 28'-4 22 24 n/a 32'-4 20 24 n/a 34'-0 18 24 n/a 36'-5 18 23 n/a n/a 16 - 21 n/a n/a 16 20 n/a n/a 15 20 n/a n/a 14 18 n/a n/a 13 16 n/a n/a 12 16 n/a n/a 12 15 n/a n/a 11 14 n/a n/a 10 14 n/a n/a 10 12 n/a n/a 9 12 n/a n/a 9 11 n/a n/a 8 11 n/a n/a 8 10 n/a n/a 7 10 n/a n/a 7 9 n/a n/a 6 8 n/a n/a 4 6 n/a n/a SPF SP 14psf 17psf 31'-0 32'-1 35'-5 36'-1 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 26'-9 29'-6 30'-1 31'-0 34'-5 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a FASTENER SPACING DOOR WIDTH LOAD PER FASTENER 12" MIN ATTACHMENT OF 2x6 WOOD JAMB Y2" SHEATHING ---, Y8" x 3" LAG SCREWS et and inches) at a given DESIGN PRESSURE (PSF) 28psf 32psf I 36psf 40psf I 44psf 48psf 53psf 58psf 63psf 69psf 75psf I 81psf 87psf 93psf 17'-2 15'-0 13'-4 12'-0 10'-1 10'-0 9'-1 8'-3 7'-7 6'-11 6'-5 5'-11 5'-6 5'-2 19'-8 17'-2 15'-3 13'-9 12'-6 11'-5 10'-4 9'-5 8'-8 7'-11 7'-4 6'-9 6'-3 5'-11 20'-7 18'-0 16'-0 14'-5 13'-1 12'-0 10'-1 9'-11 9'-2 8'-4 7'-8 7'-1 6'-7 6'-2 22'-1 19'-4 17'-2 15'-6 14'-1 12'-1 11'-8 10'-8 9'-10 8'-11 8'-3 7'-7 7'-1 6'-8 22'-1 20'-0 17'-1 16'-0 14'-7 13'-4 12'-1 11'-0 10'-2 9'-3 8'-6 7'-11 7'-4 6'-10 25'-3 22'-1 19'-8 17'-8 16'-1 14'-9 13'-4 12'-2 11'-2 10'-3 9'-5 8'-8 8'-1 7'-7 25'-9 22'-7 20'-0 18'-0 16'-5 15'-0 13'-7 12'-5 11'-5 10'-5 9'-7 8'-11 8'-3 7'-9 26'-6 23'-3 20'-8 18'-7 16'-1 15'-6 14'-0 12'-9 11'-9 10'-9 9'-11 9'-2 8'-6 8'-0 29'-6 25'-9 22'420'-7 18'-9 17'-2 15'-7 14'-2 13'-1 11'-1 11'-0 10'-2 9'-5 8'-10 31'-9 27'-9 24'-8 22'-2 20'-2 18'-6 16'-9 15'-4 14'-1 12'-1 11'-1 10'-1 10'-2 9'-6 33'-2 29'-0 25'-1 23'-3 21'-1 19'-4 17'-6 16'-0 14'-9 13'-5 12'-4 11'-5 10'-8 10'-0 n/a 30'-1 26'-9 24'-1 21'-1 20'-0 18'-2 16'-7 15'-3 13'-1 12'-1 11'-1 11'-0 10'-4 n/a 32'-1 29'-2 26'-3 23'-1 21'-1 19'-1 18'-1 16'-8 15'-2 14'-0 12'-1 12'-1 11'-3 n/a 33'-2 29'-6 26'-6 24'-1 22'-1 20'-0 18'-3 16'-1 15'-4 14'-2 13'-1 12'-2 11'-5 n/a n/a 32'4.28'-1 26'-3 24'-1 21'-9 19'-1 18'-4 16'-9 15'-5 14'-3 13'-3 12'-5 n/a n/a n/a 31'-0 28'-2 25'-1 23'-4 21'-4 19'-8 17'-1 16'-6 15'-3 14'-3 13'-4 n/a n/a n/a 32'-1 29'-2 26'-9 24'-3. 22'-1 20'-4 18'-7 17'-1 15'-1 14'-9 13'-9 n/a n/a n/a n/a 30'-8 28'-2 25'-6 23'-3 21'-5 19'-7 18'-0 16'-8 15'-6 14'-6 n/a n/a n/a n/a 32'-1 30'-1 27'-3 24'422'-1 20'-1 19'-3 17'-1 16'-7 15'-6 n/a n/a n/a n/a n/a 31'-0 28'-0 25'-7- 23'-7- 21'-6 19'-1 18'-4 17'-1 16'-0 n/a n/a n/a n/a n/a n/a 31'-2 28'-5 26'-2 23'4 22'-0 20'-4 18'-114-7-9 n/a n/a n/a n/a n/a n/a n/a 32'-0 29'-6 26'-1 24'-9 22'-1 21'-4 20'-0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 33'-0 30'-7 2R'-6 26'-R psf 132psf 136psf 140psf and inches) at a 4psf I 48psf I 53psf I 58psf I 63psf I 69psf I 75psf I 81psf I 81psf 93psf iven DESIGN PRESSURE (PSF) � ��\1111111If/// • i 12" MIN 1/2" MIN 12" NE N ATTACHMENT OF 2x6 WOOD JAMB ON SHEATHING RAN Y2" SHEATHING —/ Y8" x 3-1/2" LAG SCREWS keep each area clear of any back jamb attachment fasteners Maximum load per jamb = 0.5 x door height) x door width x maximum pressure) P J ( g ) ( ) ( positive essure ` �51 �•� When applying back jambs over dry wall or other non structural wall covering, use longer lags screws to insure 1-1/2" minimum embedment required. Lesser spacing may be used to avoid interference with door hardware and or fastening system. i .0 STATE OF ,tW Maximum spacing shown in chart. John E. Scates, P.E. These charts do not address spring pad connections to the building. 3121 Fairgate Drive % i • p � + • y� �� Alternative design may be approved by a registered professional engineer. Carrollton, Texas 75007 sIoi�aL Supporting structural elements shall be designed by a registered professional Florida P.E. # 51737/// for loads in TXPE 56308, /�� engineer wind addition to other loads. F-2203 details _,�A - Professional Engineer's seal provided only for venncatton of wmdload construction 8" ;ader / 3" / + Highest anchor installed at least as high as door opening. o Anchors to be evenly spaced between the header-, and the floor. 2x6 structural grade lumber. May be counterbored up to 3/8" deep at —each-anchor_location-to-provide-a — flush mounting surface. First anchor to start at no more than half the fastener spacing distance and no less than the minimum edge distance. �DOO�S JI:NLt none Emo I DATE OVERHE D DOORS I 1 2-18-2015 Back Jamb Attachment Detail Lag Screw C.H.I. Drawing: BJA-102 I Rev.-05 Simpson Titen HD; 3/8" diameter x 3" long (minimum). Simpson Wedge -All; 3/8" diameter x 3" long (minimum). ITW Ramset/ Redhead Large Diameter Tapcon, 3/8" diameter, minimum 2" long with washer that conforms to ANSI B 18.22.1 type B. Use a fastener for every track bracket unless the quantity of fasteners determined from this chart is more than the quantity of track brackets specified on the door drawing. Add track brackets as required to satisfy fastener spacing in these charts. Maximum spacing shown in chart. Lesser spacing may be used to avoid interference with door hardware and or fastening system, but not less than 6". �. See chart for minimum edge distance required. Load per jamb = 0.5 x door width x max positive pressure x door height t Manufacturer's installation instructions must be followed. 8" CMU block walls shall comply with ASTM C90. Use minimum 2000 psi grout or concrete when filling CMU. ► , Fastener spacing distance may vary +/-1". — t FASTENER SPACING (inches) DOOR WIDTH (feet and inches) at a given DESIGN. PRESSURE (PSF) Filled CMU Simpson Simpson Titen HD Wedge - All 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58p! n/a 24 24'-3 20'-0 17'-0 14'-2 12'-1 10'-7 9'-5 8'-6 7'-8 7'-1 6'-4 5'-10 24 16 34'-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 10'-10 10'-0 9'-0 8'-3 16 16 36'-5 30'-0 25'-6 21'-3 18'-2 15'-11 14'-2 12'-9 11'-7 10'-7 9'-7 8'-9 16 8 n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 8 8 n/a n/a n/a n/a n/a 31'-10 28'-4 25'-6 23'-2 21'-3 19'-2 17'-7 8 n/a n/a n/a n/a n/a n/a n/a Simpson Simpson 14psfl 17 sf I 20 sf I 24 sf I 28 sf 132 Wedge HD All DOOR WIDTH (feet and inches) HD 3/8" 3/8" FASTENER DIAMETER 2.75" 2.68" EMBEDMENT LENGTH 4" 4" EDGE DISTANCE 480# 340# FASTENER LOAD CAPACITY John E. Scates, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. # 51737 TXPE 56308, F-2203 n/a n/a 32'-8 30'-0 27'-2 24'-9 sf 1 36 sf 140psf 144psf 148psf I 53 sf I 58 at a -given DESIGN PRESSURE (PSF) 63psf 1 69psf 1 75psf 1 81psf 1 87psf 193ps 5'-4 4'-11 4'-6 4'-2 n/a n/a 7'-7 6'-11 6'-4 5'-11 5'-6 5'-1 8'-1 7'-4 6'-9 6'-3 5'-10 5'-5 11'-5 10'-5 9'-7 8'-10 8'-3 7'-8 16'-2 14'-9 13'-7 12'-7 11'-8 10'-1 22'-10 20'-10 19'-2 17'-9 16'-6 15'-5 63psf 69psf 75psf 81psf 87psf 93ps 0. • No. 51737 r •0 STATE OF • j/FSSIONA; �\\X 1111 These charts do not address spring pad connections to building. Alternative design may be approved by a registered professional engineer. Supporting structural elements shall be designed by a registered professional engineer for wind loads in addition to other loads. This drawing does not address the wall design, but only door attachment. Wall construction is shown only for illustration purposes. The building designer is responsible for ensuring that the wall is sufficient to carry the door live and static loads. aoo OOO none 00� DATE OY E RHEAD DOORS 2-18-2015 CMU Block Wall Attachment Detail Professional Engineer's seal provided only for verification of windload construction details. I C.H.I. Drawing: BJA-104 1 Rev.-07 Self t,pping screws (with steel) USE 9/16" — MINIMUM DIAMETER revers WASHER IF SCREW HEAD ang IS LESS THAN 9/16" DIAMETER SPACING 1/4" din x 3/4" self tapping screw; must conform to ANSI/ASME B18.2.1. �Screw: /16" steel Jambs; allowable load per screw= 444 lbs. ' track Allowable load per screw; 12 gauge = 209 lbs, 14 gauge =143 lbs, and 16 gauge = 110 lbs. bracket or Optional Washer: 9/16" O.D. minimum; must conform to ANSI 1318.22.1 type A. COnt1nU0US Washer not required if fastener head has minimum 9/16" outside diameter. gle Lowest fastener to be within 10-inches of the floor Maximum spacing shown in chart Lesser spacing may be used to avoid interference with door component system. Add holes to continuous angle as required to satisfy fastener spacing in these charts. These charts do not address spring pad connections to the building. Load per jamb = 0.5 x door width x max positive pressure x door height 16 ga jamb 14 ga jamb 12 ga jamb 12 ga jamb 3/16" jamb 3/16" jamb DOOR WIDTH (feet and it 14psf 17psf 20psf 24ps1 24 31 36 36 36 36 7'-10 6'-5 5'-6 4'-7 20 26 36 36 36 36 9'-5 7'-9 6'-7 5'-6 18 24 36 36 36 36 9'-11 8'-2 6'-11 S'-9 16 20 30 36 36 36 11'-9 9'-8 8'-3 6'-10 14 18 26 36 36 36 13'-5 11'-1 9'-5 7'-10 12 16 24 36 36 36 14'-1112'-3 10'-5 8'-8 12 15 22 36 36 36 15'-8 12'-1111'-0 9'-2 9 12 17 36 36 36 20'-5 16'-9 14'-3 11'-1 8 10 16 36 34 36 22'-4 18'-5 15'-8 13'-0 7 10 14 36 31 36 24'-6 20'-2 17'-1 14'-3 6 8 12 36 25 36 29'-10 24'-7 20'-1017'-5 6 7 it 36 24 36 31'-5 25'-10 22'-0 18'-4 n/a 6 8 36 18 36 40'-30 33'-7 28'-7 23'-1 n/a 5 7 36 16 36 n/a 39'-2 33'-3 27'-9 n/a n/a 6 36 12 36 n/a n/a 41'-9 34'-1 n/a n/a 5 32 11 32 n/a n/a n/a 39'-9 n/a n/a n/a 30 10 30 n/a n/a n/a n/a n/a n/a n/a 26 9 26 n/a n/a n/a n/a n/a n/a n/a 24 8 24 n/a n/a n/a n/a n/a n/a n/a 16 5 16 n/a n/a n/a n/a n/a n/a n/a 14 n/a 14 n/a n/a n/a n/a n/a n/a n/a 12 n/a 12 n/a n/a n/a n/a at a given DESIGN PRESSURE '-li 4'-4 3'-10 n/a '-10 5'-1 4'-7 '-8 5'-10 5'-2 �4'-1 4'-8 '-S 6'-6 5'-9 5'-2 -10 6'-10 6'-1 5'-6 '-2 8'-11 7'-11 7'-1 '-2 9'-9 8'-8 7'-10 '-3 10'-8 9'-6 8'-6 '-11 13'-0 11'-7 10'-5 '-8 13'-9 12'-2 11'-0 / i SCREWS SCREWS WELDS SCREWS WELDS 14pSf 17pSf 20psf 24psf 28psf 14 ga 12 ga 12ga 3/16" 3/16" DOOR WIDTH (feet and inches) at a jamb jamb jamb jamb jamb ATTACH_MENTSPACING (inches) 143#. 209# 1272# 444# 1272# LOWABLE LOAD PER SCREW (bounds) John E. Scates, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. # 51737 TXPE 56308, F-2203 Professional 18'-6 I16'-7 '-9 26'-6 23'-1i '-9 28'-3 25'-5 '-8 32'-7 29'-4 a 35'-4 31'-9 a n/a n/a track bracket or continuous angle '-3 IX-11 '-9 4'-4 -6 5'-11 S'-4 4'-11 4'-6 4'-1 -1 6'-6 5'-10 5'-4 4'-11 4'-6 -9 7'-1 6'-5 5'-11 5'-5 4'-11 -6 8'-8 7-10 7'-2 6'-7 6'-0 )'-0 9'-2 8'-3 7-7 6'-11 6'-4 1'-0 11'-1 10'-9 9'-10 9'-0 8'-3 i'-1 13'-1 12'-6 11'-5 10'-6 9'-7 1'-0 17'-5 15'-9 14'-4 13'-3 12'-1 V-8 19'-10 18'-0 16'-5 15'-1 13'-9 1'-1 21'-2 19'-2 17'-6 16'-1 14'-8 i -8 24'-5 22'-1 20'-2 18'-7 17'-0 1'-10 26'-6 24'-0 21'-1120'-2 18'-5 /a n/a n/a 32'-30 30'-3 27'-7 /a n/a n/a n/a n/a 31'-7 DESIGN PRESSURE 100" x 1" fillet welds Welds performed by a Certified Welder or inspected by a Certified Welding Inspector to verify integrity of welds. 12 gauge or Y16" steel Jambs; allowable load per weld= 1,272lbs. Use all necessary precautions when welding galvanized steel. Welds to be evenly spaced between header and floor. Lowest weld to be within 10-inches of the floor Minimum of 3 welds per jamb required. Fillet welds to have a straight or convex face surface. Tack weld toe of angle at same spacing to prevent rotation of track angle. Cracks and blemishes shall be ground to a smooth contour and checked to ensure soundness. . These charts do not address spring pad connections to the budding. Load per jamb = 0.5 x door width x max positive pressure x door height /a n/a n/a n/a '-2 n/a n/a n/a '-6 4'-2 3'-11 n/a '-6 5'-1 4'-9 4'-5 '-10 5'-5 S'-0 4'-8 '-7 7'-0 6'-6 6'-1 '-10 8'-2 7'-7 7'-1 1'-1 10'-3 9'-7 8'-11 2'-8 11'-9 10'-11 10'-3 3'-6 12'-6 11'-8 10'-1 5'-7 14'-S 13'-5 12'-7 6'-1115'-8 14'-7 13'-8 5'-5 23'-6 21'-1120'-6 9'-0 261-1125'-0 23'-5 29'-2 27'-4 • No. 51737 •O STATE Of • I11111A for verification of windload construction details. reverse angle .100" x 1" long fillet weld (E60XX Electrodes Mln). Weld to be located vertically on angle at spacing specified in chart and tack weld toe of angle or track bracket at same spacing. I Alternative design may be approved by a licensed professional engineer. Supporting structural elements shall be designed by a licensed professional engineer for wind loads in addition to other loads. This drawing does not address the jamb/wall design, but only door attachment Jamb/wall construction is shown only for illustration purposes. The building designer is responsible for ensuring that the jambhvall is sufficient to carry the door live and static loads. (� ❑ (�� ❑ 00 SCALE III I I H 0OOO none o oao DATE OV RHEAD D00RS 2-18-2015 Steel Attachment Detail C.H.I. Drawing: BJA-103 I Rev.-07 a.1W 0 FASTENER SPACING 2500 psi concrete Simpson ITW Tapcon Strong- Tie 3/8" 1/411 3/811 Wedge- All 2 24 24 24 36 36 36 24 22 20 24 36 18 24 36 16 22 34 15 21 32 14 19 30 13 17 26 11 15 24 10 13 20 8 10 16 n/a 9 14 n/a 8 1 12 n/a ITW Tapcon Simpson Strong - Tie 1/411 3/81' 3/811 1.75" 2.5" 2.68" 2.5" 3" 4" 508# 764# 340# Anchor: ITW Tapcon or Tapcon LDT or Simpson Strong -Tie Wedge -All. ITW Ramset/ Redhead Tapcon, 1/4" diameter, 2" long (minimum) ITW Ramset/ Redhead Large Diameter Tapcon, 3/8" diameter, 2-3/4" long (minimum) Simpson Wedge -All; 3/8" diameter x 2" long (minimum). Use a fastener for every track bracket unless the quantity of fasteners determined from this chart is more than the quantity of track brackets specified on the door drawing. Add track brackets as required to satisfy fastener spacing in these charts. Maximum spacing shown in chart. Lesser spacing may be used to avoid interference with door hardware and or fastening system, but not less than 6". See chart for minimum edge distance required. Concrete walls shall be minimum 2500 psi concrete and shall be of sufficient strength to resist loads. Load per jamb = 0.5 x door width x max positive pressure x door height. Manufacturer's installation instructions must be followed. DOOR WIDTH (feet and inches) at a eiven DESIGN PRESSURE (PSF1 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf 24'-3 20'-0 17'-0 14'-2 12'-1 10'-7 9'-5 8'-6 7'-8 7'-1 6'-4 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a 26'-5 21'-9 18'-6 15'-5 13'-2 11'-7 10'-3 9'-3 8'-5 7'-8 6'-11 6'-4 5'-10 5'-4 4'-11 4'-6 4'-3 3'-11 29'-1 24'-0 20'-4 17'-0 14'-6 12'-9 11'-4 10'-2 9'-3 8'-6 7'-8 7'-0 6'-5 5'-10 5'-5 5'-0 4'-8 4'-4 32'-4 26'-8 22'-8 18'-1016'-2 14'-2 12'-7 11'-4 10'-3 9'-5 8'-6 7'-9 7'-2 6'-6 6'-0 5'-7 5'-2 4'-10 36'-3 29'-10 25'-4 21'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 5'-10 5'-5 n/a 31'-8 26'-1122'-5 19'-3 16'-1014'-1113'-5 12'-3 11'-2 10'-2 9'-3 8'-6 7'-9 7'-2 6'-7 6'-2 5'-9 n/a 33'-8 28'-7 23'-10 20'-5 17'-10 15'-11 14'-3 13'-0 11'-11 10'-9 9'-10 9'-1 8'-3 7'-7 7'-0 6'-7 6'-1 n/a 35'-1130'-6 25'-5 21'-9 19'-1 16'-1115'-3 13'-1012'-8 11'-6 10'-6 9'-8 8'-10 8'-1 7'-6 7'-0 6'-6 n/a n/a 35'-3 29'-4 25'-2 22'-0 19'-7 17'-7 16'-0 14'-8 13'-3 12'-1 11'-2 10'-2 9'-4 8'-8 8'-1 7'-6 n/a n/a n/a 31'-9 27'-3 23'-10 21'-2 19'-1 17'-4 15'-11 14'-4 13'-2 12'-1 11'-0 10'-2 9'-5 8'-9 8'-2 n/a n/a n/a n/a 32'-8 28'-7 25'-5 22'-1120'-1019'-1 17'-3 15'-9 14'-6 13'-3 12'-2 11'-3 10'-6 9'-10 n/a n/a n/a n/a n/a n/a 31'-9 28'-7 26'-0 23'-10 21'-7 19'-9 18'-2 16'-7 15'-3 14'-1 13'-2 12'-3 n/a n/a n/a n/a n/a n/a n/a 32'-8 29'-9 27'-3 24'-8 22'-6 20'-9 18'-1117'-5 16'-2 15'-0 14'-0 n/a I n/a I n/a I n/a n/a I n/a I n/a I n/a n/a 31'-9 28'-9 26'-3 24'-2 22'-1 20'-3 18'-9 17'-6 16'-4 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) FASTENER DIAMETER EMBEDMENT LENGTH EDGE DISTANCE FASTENER LOAD CAPACITY John E. Scates, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. # 51737 TXPE 56308, F-2203 Professional Engineer's seal ' • • No. MTV •0 ; STATE OF ;Z ,zZ/j/SS1ONA; 1111 � for verification of windload construction details. Supporting structural elements shall be designed by a registered professional engineer for wind loads in addition to other loads. This drawing does not address the wall design, but only door attachment Wall construction is shown only for illustration purposes. The building designer is responsible for ensuring that the wall is sufficient to carry the door live and static loads. This drawing does not address the spring pad connections. Registered professional engineer may approved an alternative design. &MjQa=SCALE�� none 000 DATE 2 OVERHEAD D00RS -18-2O1S Concrete Wall Attachment Detail C.H.I. Drawing: BJAC.H.I. Drawing: BJA-105IRev.-06-06 Southern Pine (SP) specific gravity = 0.55; allowable load per anchor = 607 pounds. Spruce Pine Fir (SPF) specific gravity = 0.42; allowable load per anchor = 439 pounds. X2" minimum lag screw edge distance required. 1-Y2" minimum lag screw embedment into structural wood. Lag screws must be seated in full height frame members. Lag screw: %6" diameter x 1-y8" minimum long; must conform to ANSI/ASME B18.2.1 DRY WALL / SHEATHING TRACK BRACKET MOUNTING SURFACE MUST BE FULLY SUPPORTED BY WALL STUDS 5/16" X 1-%" LAG SCREWS Maximum load per jamb = 0.5 x (door height) x (door width) x (maximum positive pressure) Alternative design may be approved by a licensed professional engineer. Supporting structural elements shall be designed by a licensed professional engineer for wind loads in addition to other loads. The suitability of the structural building components must be verified by the engineer of record for the building. 12" MIN No. 51?37. VrATE OF //;, &IONA%' ��N �4/11111111�� 000 SCALE none aoo o0o DATE /� OV ERH D DOORS 2-18-2015 John E. Scates, P.E. 3121 Fairgate Drive Attachment Detail Lag Screw Carrollton, Texas 75007 Florida P.E. # 51737 TXPE 56308, F-2203 C.H.I. Drawing: BJA-106 I Rev.-03