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Product Approval Menu > Application Detail
 
FL # FL10861-R5
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 Company
Address/Phone/Email 2151 S. Airport Drive
McKinney, TX 75069
(800) 999-5099   Ext 3131
crizer@strongtie.com
 
Authorized Signature Keith Cullum
kcullum@strongtie.com
 
Technical Representative Keith Cullum
Address/Phone/Email 2221 Country Lane
McKinney, TX 75069
(800) 999-5099   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 12/31/2020
Validated By Ted Berman, PE
  Validation Checklist - Hardcopy Received
 
Certificate of Independence FL10861_R5_COI_ICC-ES Cert of Independence 2017-12-06.pdf
 
Referenced Standard and Year (of Standard)
StandardYear
AISI S1002012
ANSI/AWC NDS2015
ASTM D71472005
 
Equivalence of Product Standards
Certified By

 
Sections from the Code
 
 
 
Product Approval Method Method 1 Option C
 
Date Submitted 01/15/2019
Date Validated 02/04/2019
Date Pending FBC Approval
Date Approved 02/07/2019
 
Summary of Products
FL # Model, Number or Name Description
10861.1 AHEP Adjustable Hip-End Connector
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other:  
Installation Instructions
 FL10861_R5_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10861_R5_AE_ESR-2605.pdf
10861.2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other:  
Installation Instructions
 FL10861_R5_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10861_R5_AE_ESR-2605.pdf
10861.3 GBC Gable Brace Connector
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: This product is designed to resist lateral loads at the gable end wall and has not been evaluated for uplift resistance.
Installation Instructions
 FL10861_R5_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10861_R5_AE_ESR-2605.pdf
10861.4 TBE4, TBE6 Truss Bearing Enhancer
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: When using TBE4 to resist wind uplift in HVHZ, supplemental connectors must be used to achieve minimum 700 lbs uplift resistance.
Installation Instructions
 FL10861_R5_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10861_R5_AE_ESR-2605.pdf
10861.5 TC24, TC26, TC28 Truss Clip
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: When resisting wind uplift in HVHZ, supplemental connectors must be used to achieve minimum 700 lbs uplift resistance.
Installation Instructions
 FL10861_R5_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10861_R5_AE_ESR-2605.pdf
10861.6 THJA26, LTHJA26, LTHMA Multiple Truss Hangers
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: LTHJA26, LTHMA, and some applications of THJA26 provide less than 700 lbs of uplift resistance. If using these to resist wind uplift in the HVHZ, supplemental connectors must be used to achieve 700 lbs uplift resistance.
Installation Instructions
 FL10861_R5_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10861_R5_AE_ESR-2605.pdf
10861.7 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: THJM2-4-SDS3, THJM2-5-SDS3, and THJU26-W installed with min. 2x4 hip & jack provide less than 700 lbs of uplift resistance. If using these to resist wind uplift in the HVHZ, supplemental connectors must be used to achieve 700 lbs uplift resistance.
Installation Instructions
 FL10861_R5_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10861_R5_AE_ESR-2605.pdf
10861.8 TSBR2-24 Truss Spacer-Restraint
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: This product is designed to provide temporary and permanent bracing for trusses, so it has not been evaluated for uplift resistance.
Installation Instructions
 FL10861_R5_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10861_R5_AE_ESR-2605.pdf
10861.9 VTCR Valley Truss Clip
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: When resisting wind uplift in HVHZ, supplemental connectors must be used to achieve minimum 700 lbs uplift resistance.
Installation Instructions
 FL10861_R5_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10861_R5_AE_ESR-2605.pdf
 
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