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USER: Public User
 
Product Approval Menu > Application Detail
 
FL # FL10447-R8
Application Type Revision
Code Version 2023
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 Admin ICC-ES
aingram@icc-es.org
 
Technical Representative Chris Rizer
Address/Phone/Email 8701 Jesse B Smith Ct.
Jacksonville, FL 32219
(800) 999-5099   Ext 3131
crizer@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 ICC Evaluation Service
Quality Assurance Contract Expiration Date 12/31/2026
Validated By ICC Evaluation Services, LLC
 
 
Certificate of Independence FL10447_R8_COI_ICC-ES Certificate of Independence for Evaluation.pdf
 
Referenced Standard and Year (of Standard)
StandardYear
AISI S1002020
ANSI/AWC NDS2018
ASTM D71472018
 
Equivalence of Product Standards
Certified By

Approved Evaluation Entity
FL10447_R8_Equiv_ESR-2551.pdf
FL10447_R8_Equiv_ESR-2605.pdf
 
Sections from the Code
 
 
 
Product Approval Method Method 1 Option C
 
Date Submitted 09/29/2023
Date Validated 10/02/2023
Date Pending FBC Approval
Date Approved 10/05/2023
 
Summary of Products
FL # Model, Number or Name Description
10447.1 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: This product is designed to be used as structural purlins in hip-end systems with step-down trusses and has not been evaluated for uplift resistance.
Installation Instructions
 FL10447_R8_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2605.pdf
10447.2 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
 FL10447_R8_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2605.pdf
10447.3 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
 FL10447_R8_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2605.pdf
10447.4 HCP1.81, HCP2, HCP4 Hip Corner Plate
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: If HCP1.81 or HCP2 are used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
Installation Instructions
 FL10447_R8_II_ESR-2551.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2551.pdf
10447.5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25/3.25, HHRC5.37/3.12, HHRC66 Heavy Hip to Ridge 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
 FL10447_R8_II_ESR-2551.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2551.pdf
10447.6 HRC1.81, HRC22 Hip Ridge 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: If used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
Installation Instructions
 FL10447_R8_II_ESR-2551.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2551.pdf
10447.7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: If LRU26 with 10d nails is used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
Installation Instructions
 FL10447_R8_II_ESR-2551.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2551.pdf
10447.8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: If used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
Installation Instructions
 FL10447_R8_II_ESR-2551.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2551.pdf
10447.9 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: If using TBE4 to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
Installation Instructions
 FL10447_R8_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2605.pdf
10447.10 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: If used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
Installation Instructions
 FL10447_R8_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2605.pdf
10447.11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA426-2 Adjustable Truss Hanger
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: If any THA model with minimum nailing or THA29 with maximum nailing is used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
Installation Instructions
 FL10447_R8_II_ESR-2551.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2551.pdf
10447.12 THAI1.81/22, THAI2.06/22, THAI2.1/22, THAI222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I-Joists
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: If used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
Installation Instructions
 FL10447_R8_II_ESR-2551.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2551.pdf
10447.13 THAL422, THAR422 Skewed Truss Hanger
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: If used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
Installation Instructions
 FL10447_R8_II_ESR-2551.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2551.pdf
10447.14 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 HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
Installation Instructions
 FL10447_R8_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2605.pdf
10447.15 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 HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
Installation Instructions
 FL10447_R8_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2605.pdf
10447.16 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 and has not been evaluated for uplift resistance.
Installation Instructions
 FL10447_R8_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2605.pdf
10447.17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch 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: If used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
Installation Instructions
 FL10447_R8_II_ESR-2551.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2551.pdf
10447.18 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: If used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
Installation Instructions
 FL10447_R8_II_ESR-2605.pdf
 Verified By: ICC Evaluation Service, LLC
 Created by Independent Third Party: 
Evaluation Reports
 FL10447_R8_AE_ESR-2605.pdf
 
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