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USER: Public User
 
Product Approval Menu > Application Detail
 
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 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 FL10456_R4_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 12/13/2017
Date Validated 12/17/2017
Date Pending FBC Approval
Date Approved 12/19/2017
Date Revised 12/08/2020
 
Summary of Products
FL # Model, Number or Name Description
10456.1 DSP, SSP Stud to Plate tie
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: In HVHZ, if using DSP with 10dx1.5" nails to sill 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		 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
10456.2 H1, H10A, H10-2, H2.5A, H3, H4, H5, H6, H7Z Hurricane Ties
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: In HVHZ, if using H1, H2.5A, H3, H4, or H5 to resist roof uplift, 2 connectors or supplemental connection must be used to achieve min. 700 lbs. uplift. 		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
10456.3 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown
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
 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
10456.4 HS24 Hurricane Tie
Limits of Use
 Approved for use in HVHZ: No
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: In HVHZ, if used to resist roof uplift provide supplemental connection to achieve minimum 700 lbs. uplift		 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
10456.5 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap
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
 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
10456.6 LFTA Light Floor Tie Anchor
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
 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
10456.7 LTS12, LTS16, LTS18, LTS20 Light Twist Strap
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: In HVHZ, if used to resist roof uplift provide supplemental connection to achieve minimum 700 lbs. uplift		 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
10456.8 MTS12, MTS16, MTS18, MTS20, MTS30 Medium Twist Strap
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
 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
10456.9 RSP4 Stud to Plate 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: In HVHZ, if used to resist roof uplift provide supplemental connection to achieve minimum 700 lbs. uplift 		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
10456.10 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie
Limits of Use
 Approved for use in HVHZ: Yes
 Approved for use outside HVHZ: Yes
 Impact Resistant: N/A
 Design Pressure: N/A
 Other: In HVHZ, if using SP1 to resist roof uplift provide supplemental connection to achieve minimum 700 lbs. uplift		 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
10456.11 SPH4, SPH6, SPH8 Heavy Stud Plate Tie
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
 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
 
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