
This product's information may differ depending on the category of use. You are currently viewing details related to Hurricane Ties for Plated Truss. You can also view product information related to the category: Strong-Rod® URS Components
Simpson Strong-Tie hurricane ties provide a positive connection between the truss/rafter and the wall of the structure to resist wind and seismic forces.
These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.
For stainless-steel fasteners, see Fastener Types and Sizes Specified for Simpson Strong-Tie Connectors.
Many of these products are approved for installation with Strong-Drive® SD Connector screws.
Model No. | Fasteners | DF/SP Allowable Loads | Uplift with 8d x 1 1/2" Nails (160) | SPF/HF Allowable Loads | Uplift with 8d x 1 1/2" Nails (160) | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|
To Rafters/ Truss | To Plates | To Studs | Uplift | Lateral (160) | Uplift | Lateral (160) | |||||
(160) | F1 | F2 | (160) | F1 | F2 | ||||||
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H2.5ASS | 5-SS8d | 5-SS8d | - | 440 | 75 | 70 | 365 | 380 | 75 | 70 | 310 |
5-SSA8d | 5-SSA8d | - | 600 | 110 | 110 | 575 | 535 | 110 | 110 | 495 | |
H3SS | 4-SS8d | 4-SS8d | - | 280 | 145 | 120 | 275 | 225 | 100 | 85 | 210 |
4-SSA8d | 4-SSA8d | - | 455 | 125 | 160 | 415 | 320 | 105 | 140 | 290 | |
H8SS | 5-SSN10 | 5-SSN10 | - | 610 | 90 | 120 | 440 | 370 | 90 | 55 | 335 |
5-SSNA10 | 5-SSNA10 | - | 745 | 75 | - | 630 | 565 | 75 | - | 510 |
Model No. | Fasteners | DF/SP Allowable Loads | SPF/HF Allowable Loads | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
To Rafters/ Truss | To Plates/ Base | To Studs/ Post | Uplift | Lateral | Uplift | Lateral | |||||
(160) | F1 (160) | F2 (160) | (160) | F1 (160) | F2 (160) | ||||||
These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.
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H1 | 6-SD9112 | 4-SD9112 | - | 505 | 600 | 390 | 435 | 515 | 335 | ||
H2.5 | 5-SD9112 | 5-SD9112 | - | 480 | 305 | 165 | 410 | 265 | 145 | ||
H2.5A | 5-SD9112 | 5-SD9112 | - | 625 | 450 | 110 | 540 | 385 | 95 | ||
H8 | 5-SD9112 | 5-SD9112 | - | 820 | 85 | - | 705 | 75 | - | ||
H10 | 8-SD9112 | 8-SD9112 | - | 1135 | 840 | 325 | 975 | 720 | 280 |
Part | IAPMO UES ER | ICC-ES ESR | City of Los Angeles | State of Florida |
---|---|---|---|---|
H | See specific model numbers for code listings. | |||
H1 | ESR-2613 ESR-2523 ESR-3096 | RR25718 RR25910 | FL10456 | |
H10A | ER-102 ER-112 | ESR-2613 ESR-2523 | RR25718 RR25814 | FL10446 FL10456 |
H10A-2 | ER-102 ER-112 | RR25814 | FL10446 | |
H10AR | No evaluation report listing. | |||
H10ASS | No evaluation report listing. | |||
H11 | No evaluation report listing. | |||
H11Z | No evaluation report listing. | |||
H14 | ER-102 ER-112 | RR25814 | FL10446 | |
H16 | FL11470 | |||
H16-2 | FL11470 | |||
H16-2S | FL11470 | |||
H16S | FL11470 | |||
H1Z | ESR-2613 ESR-2523 | RR25718 | FL10456 | |
H2.5A | ESR-2613 ESR-2523 ESR-3096 | RR25910 RR25718 | FL10456 | |
H2.5ASS | No evaluation report listing. | |||
H2.5AZ | ESR-2613 ESR-2523 ESR-3096 | RR25910 RR25718 | FL10456 | |
H2.5T | ER-102 ER-112 | RR25814 | FL10446 | |
H2.5Z | ESR-2613 ESR-2523 | RR25718 | FL10456 | |
H2A | ER-102 ER-112 | RR25814 | FL10446 | |
H2ASS | No evaluation report listing. | |||
H3 | ESR-2613 ESR-2523 | RR25718 | FL10456 | |
H3SS | No evaluation report listing. | |||
H3Z | ESR-2613 ESR-2523 | RR25718 | FL10456 | |
H6 | ESR-2613 ESR-2523 | RR25718 | FL10456 | |
H6Z | ESR-2613 ESR-2523 | RR25718 | FL10456 | |
H7 | No evaluation report listing. | |||
H7Z | ESR-2613 ESR-2523 | RR25718 | FL10456 | |
H8 | ER-102 ER-112 | ESR-3096 | RR25814 RR25910 | FL10446 FL11470 |
H8SS | No evaluation report listing. | |||
H8Z | ER-102 ER-112 | ESR-3096 | RR25814 RR25910 | FL10446 FL11470 |
HGA10 | ER-102 ER-112 | RR25814 | ||
HGA10KT | ER-102 ER-112 | RR25814 | FL10446 FL11478 | |
HS24 | ESR-2613 ESR-2523 | RR25718 | FL10456 | |
TSP | ER-102 ER-124 | RR25489 | FL11470 FL13872 | |
ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction |
Part | Orthographic | Perspective |
---|---|---|
H1 |
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D128: Achieve Twice the Load - HWRC D128 H Tie installations for Twice the load DWG
DXF
|
|
H10A |
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load DWG
DXF
|
|
H10A-2 | None |
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D128: Achieve Twice the Load - HWRC D128 H Tie installations for Twice the load DWG
DXF
|
H10AR | None |
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load DWG
DXF
|
H11 | None | None |
H14 |
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load DWG
DXF
|
|
H16 | None |
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D128: Achieve Twice the Load - HWRC D128 H Tie installations for Twice the load DWG
DXF
|
H16-2 | None |
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load DWG
DXF
|
H16-2S | None |
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load DWG
DXF
|
H16S | None |
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load DWG
DXF
|
H2.5A |
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D128: Achieve Twice the Load - HWRC D128 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D24: Truss/Rafter Hip to Wall - HWRC D24 TrussRafter Hip to Wall DWG
DXF
High Wind Resistant Construction Detail D4: Truss/Rafter to Wood Double Top Plates - HWRC D4 TrussRafter to Wood Double Top Plates DWG
DXF
High Wind Resistant Construction Detail D5: Girder/Truss to Wood Wall Framing - HWRC D5 GirderTruss to Wood Wall Framing DWG
DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate DWG
DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud DWG
DXF
High Wind Resistant Construction Detail D35: Truss/Rafter to Single Top Plate - HWRC D35 TrussRafter to Single Top Plate DWG
DXF
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|
H2.5T |
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load DWG
DXF
High Wind Resistant Construction Detail D128: Achieve Twice the Load - HWRC D128 H Tie installations for Twice the load DWG
DXF
|
|
H2A | ||
H3 | ||
H6 | ||
H7 | None | None |
H8 | ||
HGA10 | None | None |
HGA10KT |
High Wind Resistant Construction Detail D116: Gable End to Wall Framing - HWRC D116 Gable End to Wall Framing DWG
DXF
|
|
HS24 | None | |
TSP | None |
High Wind Resistant Construction Detail D129: Overlapping Connectors - HWRC D129 Overlapping Connectors DWG
DXF
High Wind Resistant Construction Detail D132: Overlapping Connectors - HWRC D132 Load Path Installation Considerations Overlapping Connectors DWG
DXF
|