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Home My WebLink AboutPRODUCT APPROVAL - WOOD CONNECTORSFlorida Building Code Online, I Page 1 of 1 Product Aooroval Menu > Product or A60cation Search > Application List Search Criteria Code Version 2017 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Caarrh D.—M. Annl:��t:nna FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure ,I181?RNOAEt �/.80lIFOBP6',PBPR;OL�13121FI9?`wCCHryICr�BPfF Refine Search�� 10456 3, � ALL:.F..,-::,. ALL ALL ALL ALL ALL ALL Fl# T = Manufacturer Validated By Status FL10456-R4 Revision Simpson Strong -Tie Co. FL#: FL10456.2 Ted Berman, PE (305) 868-4707t% Approved History Model: H1„H10A, 11,10,-2,,H2.5A, H3, H4, H5, H6, H7Z Description Hurricane Tles : `' Category: Structural Compdrients Subcategory: Wood Connectors ---- -• --. ... ..,-^----� --. .. _.._.. __............. ...... .., .�,.. r.... o��..,.n .,,=.-..0 unomw a uaoae, Y. 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 mail. 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 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 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: ® ® F.—.1 Credit Card Safe https:/,/www.floridabuilding.org/pr/pr_app_lst.aspx 6/22/2018 i Florida Building Code Online Pagel of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search ba �\ J(:_:.I�ilProduct Approval USER: Public User pr i. - Product Aco—al Menu > product or Apoliotian Search > Application List > Application Detail t a r �Tr�r FL # FL10456-R4 Application Type Revision Code Version 2017 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 Simpson Strong -Tie Co. Address/Phone/Email 2221 Country Lane McKinney, TX 75070 (800) 999-5099ts Ext3027 kcullum@strongtie.com .Authorized Signature Keith Cullum kcullum@strongtie.com Technical Representative Keith Cullum Address/Phone/Email 2221 Country Lane McKinney, TX 75069 (800) 999-5099tt Ext 3027 kcullum@strongtie.com Quality Assurance Representative Shelby Short Address/Phone/Email 5956 W. Las Positas Boulevard Pleasanton, CA 94588 (800) 999-5099%� sshort@strongtie.com Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ted Berman, PE J Validation Checklist - Hardcopy Received Certificate of Independence FL10456 R4 COI ICC-ES Cert of Independence 2017-12-06.odf Referenced Standard and Year (of Standard) Standard AISI S100 ANSI/AWC NDS ASTM D7147 Equivalence of Product Standards Certified By Sections from the Code Year 2012 2015 2005 L.++«-A..,.;11.,U-1A--- --- /..,/«« .,«« A+l.,,«.,r7«,«.,.«—.,r(`_LZ7Vll,.rFTi.,,,.ir,Tl«TLTGTAO.. C/11I1M/110 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option C 12/13/2017 12/17/2017 12/19/2017 FL # Model, Number or Name Description 10456.1 DSP, SSP Stud to Plate tie Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10456 94 II R- 613.pd Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: In HVHZ, if using DSP with 30dx1.5" nails to sill FL10456 R4 AE ESR-2613 odf plate, DSP with 10d common nails in SPF/HF lumber, or SSP to resist roof uplift provide supplemental connection to achieve minimum 700 lbs. uplift 10456 2 z H1, H10A, H10-2, H2.5A, H3, H4, H5, H6, H7Z Hurricane Ties Limas of Use a Approved for=use m HVHZ Yes` iJ Installation Instructions Approved for use'outside HVHZ: Yes FL10456 R4 II R- 61 odf Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: In HVHZ, if using H1, H2.SA, H3, H4, or H5 to resist F_LIQ456 R4 AE ESR-2613.p_df roof uplift, 2 connectors or supplemental connection must be used to achieve min. 700 lbs. uplift. 10456.3 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10456 R4 II ESR-2613 odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL10456 R4 AE ESR-2613 odf 10456.4 HS24 Hurricane Tie Limits of Use Installation Instructions Approved for use in HVHZ: No FL10456 R4 II ESR-2613 odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: In HVHZ, if used to resist roof uplift provide FL10456 R4 AE ESR-2613.odf supplemental connection to achieve minimum 700 lbs. uplift 10456.5 HTS24, HTS28, Heavy Twist Strap I HTS30, HTS30C Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 10456.6 LFTA Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 10456.7 LTS12, LTS16, LTS18, LTS20 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Installation Instructions FL10456 R4 II ESR 2613 odf - Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R4 AE ESR-2613.odf Light Floor Tie Anchor Installation Instructions FL10456 R4 II ESR-2613.pdf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R4 AE ESR-2613.pdf Light Twist -Strap Installation Instructions FL10456 R4 II ESR-2613 odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R4 "C ESR-26:3.r i httnc'//WVv1:v flnririahiiilriir,rr fWrr/,,,1-- .,-- AA --_f" TT rCJfl_._ 1l 1 r rioriaa rsuliamg t-oae uiume - ragG u1 Other: In HVHZ, if used to resist roof uplift provide supplemental connection to achieve minimum 700 lbs. uplift 10456.8 MTS12, MTS16, MTS18, MTS20, Medium Twist Strap MTS30 Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A FL10456 R4 II ESR-2613.Ddf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL10456 R4 AE ESE-2613.2df 10456.9 RSP4 Stud to Plate Connector Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10456 R4 II ESR-2613.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: In HVHZ, if used to resist roof uplift provide FL10456 R4 AE ESR-2613.Ddf supplemental connection to achieve minimum 700 lbs. uplift 10456.10 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10456 R4 II ESR-2613.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: In HVHZ, if using SP1 to resist roof uplift provide FL10456 R4 AE ESR-2613.odF supplemental connection to achieve minimum 700 lbs. uplift 10456.11 SPH4, SPH6, SPH8 Heavy Stud Plate Tie Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10456 R4 II ESR-2613.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL10456 R4 AE E5R-2613.2df Back Next 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-mall 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%F. -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 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 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: ® ® ® Credit Card Safe htts://www.floridabuildin .or r/ r a dtl.as x? aram=wGEVX wtD udsDrIH6I48z... 6/22/2018 P g �P P PA_ P P Q q