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LTS/MTS/HTS Twist Straps

LTS/MTS/HTS

Strong-Rod® URS Components

This product's information may differ depending on the category of use. You are currently viewing details related to Strong-Rod® URS Components. You can also view product information related to the categories of: Twist Straps, Roof Truss and Rafter Connectors, Ties, and Straps for Cold-Formed Steel Construction

Twist straps provide a tension connection between two wood members. They resist uplift at the heel of a truss economically. LTS/MTS have a 2"-bend section, and HTS has a 3 3/4"-bend section that eliminates interference at the transition points between the two members.

Material

  • LTS — 18 gauge; MTS — 16 gauge; HTS — 14 gauge

Finish

  • Galvanized. Some products available in stainless steel and ZMAX® coating. See Corrosion Information.

Installation

  • Use all specified fasteners; see General Notes.
  • LTS, MTS and HTS are available with the bend reversed. Specify "-REV" after the model number, such as MTS16-REV.

Related Literature

Load Tables

Load Values with Nails

    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.

   These models are approved for installation with the Strong-Drive® SD Connector screw. See the load values below.

  1. Loads have been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern.
  2. LTS12 thru LTS20, MTS16 through MTS30, HTS24 through HTS30C (except HTS30) have additional nail holes.
  3. Install half of the fasteners on each end of strap to achieve full loads.
  4. All straps except the MTS30 and HTS30 have the twist in the center of the strap.
  5. Twist straps do not have to be wrapped over the truss to achieve the load.
  6. May be installed on the inside face of the stud.
  7. Allowable lateral loads are F1 = 75 lbs. and F2 = 125 lbs. when the following installation requirements are met. The first seven nail holes each side of the bend must be filled with 10d x 1 1/2" minimum nails. All additional fasteners may be installed in any remaining strap holes.
  8. Nails: 10d = 0.148" dia. x 3" long, 10d x 1 1/2" = 0.148" dia. x 1 1/2" long.
    See other nail sizes and information.
Load Values with Strong-Drive® SD Connector Screws
Model No. Fasteners (Total) Allowable TensionLoads (DF/SP) Allowable TensionLoads (SPF/HF)
(160) (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.

MTS12 14-SD9112 870 750
MTS16 14-SD9112 870 750
MTS20 14-SD9112 940 810

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
HTSSee specific model numbers for code listings.
HTS16 ER-102 ER-124 ESR-2613 ESR-2523 RR25489 RR25718 FL10456 FL13872
HTS20 ER-102 ER-124 ESR-2613 ESR-2523 RR25489 RR25718 FL10456 FL13872
HTS20Z ER-102 ER-124 ESR-2613 ESR-2523 RR25489 RR25718 FL10456 FL13872
HTS24 ER-102 ER-124 ESR-2613 ESR-2523 RR25489 RR25718 FL10456 FL13872
HTS30 ER-102 ER-124 ESR-2613 ESR-2523 RR25489 RR25718 FL10456 FL13872
HTS30C ER-102 ER-124 ESR-2613 ESR-2523 RR25489 RR25718 FL10456 FL13872
LTSSee specific model numbers for code listings.
LTS12 ER-102 ER-124 ESR-2613 ESR-2523 RR25718 RR25489 FL10456 FL13872
LTS12SS FL10456
LTS16 ER-102 ER-124 ESR-2613 ESR-2523 RR25718 RR25489 FL10456 FL13872
LTS18 ER-102 ER-124 ESR-2613 ESR-2523 RR25718 RR25489 FL10456 FL13872
LTS18SS FL10456
LTS20 ER-102 ER-124 ESR-2613 ESR-2523 RR25718 RR25489 FL10456 FL13872
MTSSee specific model numbers for code listings.
MTS12 ER-102 ER-124 ESR-2613 ESR-2523 ESR-3096 RR25718 RR25489 RR25910 FL10456 FL13872
MTS12Z ER-102 ER-124 ESR-2613 ESR-2523 ESR-3096 RR25718 RR25910 FL10456 FL13872
MTS16 ER-102 ER-124 ESR-2613 ESR-2523 ESR-3096 RR25718 RR25489 RR25910 FL10456 FL13872
MTS16Z ER-102 ER-124 ESR-2613 ESR-2523 ESR-3096 RR25718 RR25489 RR25910 FL10456 FL13872
MTS18 ER-102 ER-124 ESR-2613 ESR-2523 RR25718 RR25489 FL10456 FL13872
MTS20 ER-102 ER-124 ESR-2613 ESR-2523 ESR-3096 RR25718 RR25489 RR25910 FL10456 FL13872
MTS20SS FL10456
MTS20Z ER-102 ER-124 ESR-2613 ESR-2523 ESR-3096 RR25718 RR25489 RR25910 FL10456 FL13872
MTS24C ER-102 ER-124 RR25489 FL11470 FL13872
MTS30 ER-102 ER-124 ESR-2613 ESR-2523 RR25718 RR25489 FL10456 FL13872
MTS30C ER-102 ER-124 RR25489 FL11470 FL13872
MTS30Z ER-102 ER-124 ESR-2613 ESR-2523 RR25718 RR25489 FL10456

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

Drawings

Part Orthographic Perspective
HTS16None
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
HTS16 Perspective View
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
HTS20
HTS20 Front View
DWG DXF
HTS20 Left View
DWG DXF
HTS20 Right View
DWG DXF
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D72: Wall to Pile/Girder - HWRC D72 Wall to PileGirder
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
HTS20 Perspective View
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
HTS20Z
HTS20 Front View
DWG DXF
HTS20 Left View
DWG DXF
HTS20 Right View
DWG DXF
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D72: Wall to Pile/Girder - HWRC D72 Wall to PileGirder
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
HTS20 Perspective View
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
HTS24None
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
HTS24 Perspective View
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
HTS30None
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
HTS30 Perspective View
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
HTS30CNone
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
HTS30C Perspective View
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
LTS12
LTS12 Front View
DWG DXF
LTS12 Left View
DWG DXF
LTS12 Right View
DWG DXF
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 D4: Truss/Rafter to Wood Double Top Plates - HWRC D4 TrussRafter to Wood Double Top Plates
DWG DXF
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D73: Wall to Pile/Girder - HWRC D73 Wall to PileGirder
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
LTS12 Installed Perspective View Installation
DWG DXF
LTS12 Perspective View
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
LTS12 Installed Perspective View - CFS Installation
DWG DXF
LTS12SS
LTS12 Front View
DWG DXF
LTS12 Left View
DWG DXF
LTS12 Right View
DWG DXF
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 D4: Truss/Rafter to Wood Double Top Plates - HWRC D4 TrussRafter to Wood Double Top Plates
DWG DXF
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D73: Wall to Pile/Girder - HWRC D73 Wall to PileGirder
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
LTS12 Installed Perspective View Installation
DWG DXF
LTS12 Perspective View
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
LTS12 Installed Perspective View - CFS Installation
DWG DXF
LTS16None
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 D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D72: Wall to Pile/Girder - HWRC D72 Wall to PileGirder
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
LTS12 Installed Perspective View
DWG
LTS16 Perspective View
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
LTS12 Installed Perspective View - CFS Installation
DWG DXF
LTS18
LTS18 Front View
DWG DXF
LTS18 Left View
DWG DXF
LTS18 Right View
DWG DXF
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
LTS12 Installed Perspective View
DWG
LTS18 Perspective View
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
LTS12 Installed Perspective View - CFS Installation
DWG DXF
LTS18SS
LTS18 Front View
DWG DXF
LTS18 Left View
DWG DXF
LTS18 Right View
DWG DXF
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
LTS12 Installed Perspective View
DWG
LTS18 Perspective View
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
LTS12 Installed Perspective View - CFS Installation
DWG DXF
LTS20
LTS20 Front View
DWG DXF
LTS20 Left View
DWG DXF
LTS20 Right View
DWG DXF
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
LTS12 Installed Perspective View
DWG
LTS20 Perspective View
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
LTS12 Installed Perspective View - CFS Installation
DWG DXF
MTS12
MTS12 Front View
DWG DXF
MTS12 Right View
DWG DXF
High Wind Resistant Construction Detail D10: I-Joists to Wall Framing - HWRC D10 I Joists to Wall Framing
DWG DXF
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 D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
MTS12 Installed Perspective View
DWG DXF
MTS12 Installed Perspective View - Double
DWG DXF
MTS12 Installed Perspective View - Single
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
MTS12Z
MTS12 Front View
DWG DXF
MTS12 Right View
DWG DXF
High Wind Resistant Construction Detail D10: I-Joists to Wall Framing - HWRC D10 I Joists to Wall Framing
DWG DXF
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 D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
MTS12 Installed Perspective View
DWG DXF
MTS12 Installed Perspective View - Double
DWG DXF
MTS12 Installed Perspective View - Single
DWG DXF
High Wind Resistant Construction Detail D43: Top Plates to Stud - HWRC D43 Top Plates to Stud
DWG DXF
MTS16None
A35 Installed Perspective View - Lateral load connectors CMU foundation
DWG DXF
High Wind Resistant Construction Detail D10: I-Joists to Wall Framing - HWRC D10 I Joists to Wall Framing
DWG DXF
High Wind Resistant Construction Detail D136: Cross-Grain Tension - HWRC D136 Cross grain tension
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D72: Wall to Pile/Girder - HWRC D72 Wall to PileGirder
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
MTS12 Installed Perspective View
DWG DXF
MTS16ZNone
A35 Installed Perspective View - Lateral load connectors CMU foundation
DWG DXF
High Wind Resistant Construction Detail D10: I-Joists to Wall Framing - HWRC D10 I Joists to Wall Framing
DWG DXF
High Wind Resistant Construction Detail D136: Cross-Grain Tension - HWRC D136 Cross grain tension
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D72: Wall to Pile/Girder - HWRC D72 Wall to PileGirder
DWG DXF
High Wind Resistant Construction Detail D74: Wall to Pile/Girder - HWRC D74 Wall to PileGirder
DWG DXF
MTS12 Installed Perspective View
DWG DXF
MTS18
MTS18 Front View
DWG DXF
MTS18 Right View
DWG DXF
High Wind Resistant Construction Detail D10: I-Joists to Wall Framing - HWRC D10 I Joists to Wall Framing
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
MTS12 Installed Perspective View
DWG DXF
MTS18 Perspective View
DWG DXF
MTS20
MTS20 Front View
DWG DXF
MTS20 Right View
DWG DXF
High Wind Resistant Construction Detail D10: I-Joists to Wall Framing - HWRC D10 I Joists to Wall Framing
DWG DXF
High Wind Resistant Construction Detail D136: Cross-Grain Tension - HWRC D136 Cross grain tension
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
MTS12 Installed Perspective View
DWG DXF
MTS20 Installed Perspective View - Truss/Rafter to Masonry/Concrete Connectors
DWG DXF
MTS20SS
MTS20 Front View
DWG DXF
MTS20 Right View
DWG DXF
High Wind Resistant Construction Detail D10: I-Joists to Wall Framing - HWRC D10 I Joists to Wall Framing
DWG DXF
High Wind Resistant Construction Detail D136: Cross-Grain Tension - HWRC D136 Cross grain tension
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
MTS12 Installed Perspective View
DWG DXF
MTS20 Installed Perspective View - Truss/Rafter to Masonry/Concrete Connectors
DWG DXF
MTS20Z
MTS20 Front View
DWG DXF
MTS20 Right View
DWG DXF
High Wind Resistant Construction Detail D10: I-Joists to Wall Framing - HWRC D10 I Joists to Wall Framing
DWG DXF
High Wind Resistant Construction Detail D136: Cross-Grain Tension - HWRC D136 Cross grain tension
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
MTS12 Installed Perspective View
DWG DXF
MTS20 Installed Perspective View - Truss/Rafter to Masonry/Concrete Connectors
DWG DXF
MTS24CNone
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
MTS12 Installed Perspective View
DWG DXF
MTS24C Perspective View
DWG DXF
MTS30
MTS30 Front View
DWG DXF
MTS30 Right View
DWG DXF
High Wind Resistant Construction Detail D10: I-Joists to Wall Framing - HWRC D10 I Joists to Wall Framing
DWG DXF
High Wind Resistant Construction Detail D12: I-Joists to Wall Framing - HWRC D12 I Joists to Wall Framing
DWG DXF
High Wind Resistant Construction Detail D13: I-Joists to Wall Framing - HWRC D13 I Joists to Wall Framing
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
MTS12 Installed Perspective View
DWG DXF
MTS30 Installed Perspective View
DWG DXF
MTS30 Installed Perspective View - Stud to Truss
DWG DXF
MTS30 Perspective View
DWG DXF
MTS30CNone
High Wind Resistant Construction Detail D10: I-Joists to Wall Framing - HWRC D10 I Joists to Wall Framing
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
MTS12 Installed Perspective View
DWG DXF
MTS30C Perspective View
DWG DXF
MTS30Z
MTS30 Front View
DWG DXF
MTS30 Right View
DWG DXF
High Wind Resistant Construction Detail D10: I-Joists to Wall Framing - HWRC D10 I Joists to Wall Framing
DWG DXF
High Wind Resistant Construction Detail D12: I-Joists to Wall Framing - HWRC D12 I Joists to Wall Framing
DWG DXF
High Wind Resistant Construction Detail D13: I-Joists to Wall Framing - HWRC D13 I Joists to Wall Framing
DWG DXF
High Wind Resistant Construction Detail D45: Stud to Band Joist - HWRC D45 Stud to Band Joist
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
MTS12 Installed Perspective View
DWG DXF
MTS30 Installed Perspective View
DWG DXF
MTS30 Installed Perspective View - Stud to Truss
DWG DXF
MTS30 Perspective View
DWG DXF