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Home My WebLink AboutProduct Approval - structural components 3/13/2018 Florida Building Code Online oil SCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts 1 Publications FBC Staff �- BC Product Approval � Pp val USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail RECEIVED FL# FL11473-114 Application Type Revision MAR 14 71118 Code Version. 2017PermittingDepartment Application Status Approved St.Lucie Count- Comments Archived Product Manufacturer Simpson Strong-Tie Co. Address/Phone/Email 2221 Country Lane McKinney,TX 75070 (800) 999-5099 Ext 3027 kcullum@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 Florida Registered Arct Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed. Jeffrey P. Arneson the Evaluation Report Florida License PE-58544 Quality Assurance Entity Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31%2018 Validated By Ted Berman, PE httpsJ/www.floddabuildino.oro%r/or auD dtl.asDx?param=wOEVXQwtDgvBJvggZ9WuEl9bViKyWeNZL6vZYIZocVXlWluhi2PvMQ%3d%3d 1/4 311312018 Florida Building Code Online Validation Checklist~ Hardcopy Received Certificate ofIndependence FLI 1473 4 COI Arneson Cert of Independenc. Referenced Standard and Year(of Standard) Standard AISIS1OO ANSVAWCNDS ASTM D7147 Equivalence ofProduct Standards Certified Ay Sections from the Code Product Approval Method Method I Option D Date Submitted 10/86/2017 Date Validated 10/20/2017 Date Pending FBCApproval 10/20/2017 Date Approved 12/12/2017 SummarV f Products 311312018 Florida Building Code Online 3/1312018 Florida Building Code Online Design Pressure: N/A Evaluation Reports Other: FL1147 _M_AE_8IM201701 Seale Created by Independent Third Party 11473.11 MSTAM24, MSTAM36, MSTCM40, Strap Tie for Masonry MSTCM60 Limits of Use Installation Instructions Approved for use in NVHZ., Yes FL1147 _R4-11..-SIM201701 Sealed Approved for use outside HVHZ: Yes Verified By: Keith Cullum, RE. 7684( Impact Resistant: N/A Created by Independent,Third Party Design Pressure: N/A Evaluation Reports Other: FL1147 R4 AE SIM201701 Sealed Created by Independent Third Party 11473.12 MTSM16, MTSM20, HTSM1,6, Twist Strap for Masonry -7--Limiits 0 Ge HTSM20 Installation instructions Approved for use in HVHZ-. Yes FL1147 —R4—!I SIM201701 Seale Approved for use outside HVHZ: Yes Verified By: Keith Cullum, RE. 7684( Impact Resistant: N/A Created by Independent Third Party Design Pressure: N/A Evaluation Reports Other: EL1147 _M_AE_SIM201701 Sealed Created by Independent Third Party FE;..kl rN.-tj Contact US 2601 Blair stone goad Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEED employer.COD j ht 2007-20i3 state of Florida. :: Privacy statement::Accessibility State Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-recor mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact,850.48' 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed.under Chapter 455,F.S.must provide the Department w one.The emalls provided.may be used for official communication with the licensee.However email addresses are public record.If yo, ,address,please provide the Department with an email address which can be made available to the public.To determine if you are a please dick here. Product Approval Accepts: MWFAERM Gr did : hftnC-IIUA&#WfinrlAAhll*llrilnn^rfilnrinr cinn dtimcny?nnrnm-wrPV)(OMAT)lvkivnn7QWiiF-lQh\fii<vWAN171sv7yf7n,,VXIVultihi2PYMO%'IciQ/-Sd 414 DocuSign Envelope ID:78BBIBB6-A83D-425&8901-BESDOF5889B9 Jag Apex Technology, Inc. 4745 Sutton Park Court,Suite 442 Jacksonville,FL 32224 Evaluation reports are the opinion of the engineer who prepared the report,based on the findings,and in no way constitute or imply approval by a local building authority. The engineer,in review of the data submitted,finds that,in his opinion,the product,material,system,or method of construction specifically identified in this report conforms with or is a suitable alternate to that specified in the Florida Building Code,SUBJECT TO THE LIMITATIONS IN THIS REPORT Jeffrey P. Arneson, P.E., a licensed Florida professional engineer and employee of Jax Apex Technology, Inc.(Apex Technology)has reviewed the data submitted for compliance with the Florida Building Code. Neither Jeffrey P. Arneson, nor Apex Technology, are responsible for any errors or omissions to any documents, calculations, drawings, specifications, tests, or summaries prepared and submitted by the design professional or preparer of record who are listed in the Substantiating Data section of this report. REPORT NO: SIM201701 CATEGORY: Structural Components SUBCATEGORY: Metal Connectors SUBMITTED BY: SIMPSON STRONG-TIE COMPANY, INC. 5956 W. LAS POSiTAS BOULEVARD PLEASANTON, CA 94588 1.CERTIFICATION OF INDEPENDENCE: Jeffrey P. Arneson, the Florida engineer who prepared this report, and Apex Technology have no financial interest in the manufacturing,sales,or distribution of the products included in this report. Jeffrey P. Arneson and Apex Technology comply with all criteria as stated in Florida Administrative Code Chapter 61G20-3. 2. PRODUCT NAMES: Truss to Wall Connectors MTSM16, MTSM20, HTSM16, HTSM20, HM9, HGAM10 Embedded Truss Anchors META12, META16, META18, META20, META22, META24, META40, HETA12, HETA16, HETA20, HETA24, HETA40, HHETAI6, HHETA20, HHETA24, HHETA40, HETAL12, HETALI6, HETAL20, LTA2, DETAL20 _Wood to Masonry Straps MSTAM24, MSTAM36, MSTCM40, MSTCM60 Page I of 16 Simpson Strong-Tie DocuSign Envelope ID:78BBIBB6-A83D-425B-B9DI-BEBDOF5889B9 Girder Tiedowns LGT2, LGT3, LGT4, MGT,VGT, VGTL,VGTR, FGTR, FGTRHL, FGTRHR 3. SCOPE OF EVALUATION: Load evaluation as a structural component using the requirements of the 6th Edition(2017) Florida Building Code, Building and 6th Edition(2017)Florida Building Code, Residential. 4. DESCRIPTION: 4.1 MTSM and HTSM Twist Straps. The MSTM and HTSM twist straps are used to anchor wood trusses,rafters, or beams to masonry or concrete walls.They fasten to the wood member with 10d common or 1 Odx 11/2" nails, and fasten to masonry with Y4"x2%" TlterP or Titer'P 2 screws, or to concrete with IAN13/4" Titan or Titan 2 screws. MTSM twist straps are manufactured from 16 gauge steel meeting ASTM A653 SS Grade 33 with a G90 galvanized finish. HTSM twist straps are manufactured from 14 gauge steel meeting ASTM A653 SS Grade 40 with a G90 galvanized finish. Twist strap fastener schedules, dimensions, and allowable loads are shown in Table 1. See Figures 1 and 2 for additional details. 4.2 HM9 Hurricane Tie.. The HM9 is used to anchor wood trusses, rafters, or joists to masonry or concrete. The HM9 fastens to the wood member with Y4nxlY2" long Strong-Drive® SDS Heavy-Duty Connector screws and fastens to masonry with %N21/4" TitenO or TitenO 2 screws, or to concrete with 1/4"x13/" Titan or Titan 2 screws. The HM9 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 33 with a G90 galvanized finish. Hurricane tie fastener schedule,dimensions, and allowable loads are shown in Table 1. See Figures I and 2 for additional details. 4.3 HGAMI 0 Hurricane Gusset Angie. The HGAMI 0 is used to anchor wood trusses, rafters,joists, or beams to masonry or concrete.The HGAM 10 fastens to the wood member with '/"x11/2' long Strong-DriveO SDS Heavy-Duty Connector screws and fastens to masonry with %N23/4" TiterP or TitenO 2 screws, or to concrete with 1/4"x13/4"Titen orTiten 2 screws.The HGAM10 is manufactured from 14 gauge steel meeting ASTM A653 SS Grade 33 with a G90 galvanized finish. Angle fastener schedule,dimensions,and allowable loads are shown in Table 1.See Figures 1 and 2 for additional details. 4.4 LTA2 Lateral Truss Anchor. The LTA2 is used to anchor wood trusses, rafters, or beams to masonry or concrete.The LTA2 fastens to the wood member with I Odx 1 Y2" nails and has legs which are embedded into the wall system. The LTA2 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 40 with a G90 galvanized finish.Lateral truss anchor fastener schedule,dimensions,and allowable loads are shown in Table 1. See Figures I and 2 for additional details. 4.5 META, HETA, HHETA,and HETAL Embedded Truss Anchors. Embedded truss anchors are used to anchor a wood member(usually a truss)to masonry or concrete. Embedded truss anchors fasten to a single-ply wood truss with 10dxlY2" nails or a multi-ply truss with 16d common nails. META, HETA, and HHETA models can be installed in a single application or doubled to achieve additional capacity. They are embedded in the masonry or concrete to a depth indicated on the side of the anchor (4" for META, HETA, and HHETA, and 51/16" for HETAL). The strap portion of the anchor is 1 Ma"wide.The anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1,with a G90 galvanized finish,with the exception of the HETAL truss seat which is manufactured from steel meeting ASTM A653 SS Grade 33 with Page of 16 Simpson Strong-Tie 2 DocuSign Envelope ID:78BBIBB6-A83D-425"9D2-BEBDOF5889B9 a G90 galvanized finish. Steel thickness is as specified in Table 2. Embedded truss anchor fastener schedule, dimensions, and allowable loads are shown in Table 2 for single installations and Table 3 for double installations. See Figures 3 and 4 for additional details of single and double embedded truss anchors. 4.6 DETAL20 Double Embedded Truss Anchor. The DETAL20 is a high capacity connector used to anchor single-ply wood trusses or rafters to masonry or concrete. The DETAL fastens to the wood member with 10dxlY2" nails. It,is embedded in the masonry or concrete to a depth of 4'W. W. The strap portion of the anchor is 1 Yen wide and is manufactured from 16 gauge steel meeting ASTM A653 SS Grade 50, Class 1, with a G90 galvanized finish. The truss seat is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 33 with a G90 galvanized finish. Embedded truss anchor fastener schedule, dimensions, and allowable loads are shown in Table 3. See Figure 4 for additional details. 4.7 MSTAM and MSTCM Strap Ties. The MSTAM and MSTCM strap ties are used to provide a tension connection between wood members and a masonry or concrete structure. The MSTAM straps are IY4" Wide for use on single 2x and thicker members. They fasten to the Wood member with 10d common nails and fasten to masonry with Y4"x2114"TItenO or Titen*2 screws, or to concrete with%"x1-3/a"TIten or Titen 2 screws. The MSTCM straps are 3"wide for use on double 2x or single 4x and larger members. They fasten to the wood member with 16d sinker nails and fasten to masonry with%N21/4"Titen or Titen 2 screws, or to concrete with'/4'x13/4" Titen or Titen 2 screws. The MSTCM straps have countersunk nail slots for a lower nailing profile and coined edges for safer handling. MSTAM and MSTCM straps are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, with a G90 galvanized finish. Steel thickness is as specified in Table 4. Masonry strap fastener schedule, dimensions, and allowable loads are shown in Table 4. See Figure 5 for additional details. 4.8 FGTR, FGTRHL, and FGTRHR Face Mount Girder Tiedowns. The FGTR is a non-pitch specific girder tie down that can be used in new construction or retrofit applications to tie down a girder truss or beam to a concrete or masonry. The FGTR can be installed in a single application or doubled to achieve additional uplift capacity. The FGTR plate fastens to the wood member with Strong-Drivep SDS Heavy-Duty Connector screws and the strap fastens to masonry or concrete with Y2"x5" Titen HD® Heavy-Duty Screw Anchors. The FGTRHL and FGTRHR are designed with the strap at a 45 degree angle for corner hip applications. The FGTR straps are manufactured from 7 gauge ASTM A1011 Grade 33 steel and the plates are made from 3 gauge ASTM A1011 Grade 33 steel. Both components have a powder coat painted finish. Girder tie down fastener schedule, dimensions, and allowable loads are shown in Table 5. See Figure 6 for additional details. 4.9 LGT2 Light Truss/Girder Tledown. The LGT2 is used to anchor a 2-ply wood truss or beam (maximurn 3" wide) to wood, concrete, or masonry. The LGT2 fastens to the wood'truss or beam with 16d sinker nails. For wood wall applications, it is fastened with 16d sinker hails. For masonry or concrete applications, it fastens to masonry with'/4"x2'/4"TiterP or Tite&2 screws, or to concrete with'/4"x 131"Titen or Titen 2 screws.The LGT2 is manufactured from, 14 gauge steel meeting ASTM A653 SS Grade 40 with a G90 galvanized finish. Allowable loads and fastener schedule are shown in Table 6.See Figure 7 for additional details. 4.10 LGT3-SDS1.5 Light TrussfOirder Tledown. The LGT3-SDS2.5 is used to anchor a 3-ply wood truss or beam {maximum 5"wide)to wood, concrete, or 'masonry.The Page 3 of 16 Simpson Strong-Tie DocuSign Envelope to:78B8I886-A83D-425B-BgDI-BEBD4F5889B9 LGT3-SDS2.5 fastens to the wood truss or beam with 1"x2Y2" long Strong-Driven SDS Heavy-Duty Connector screws. For wood wall applications, it is fastened to wood studs and plates with 16d sinker nails. For masonry or concrete applications, it is fastened with Wx5"Titan HDO Heavy;-Duty Screw Anchors.The LGT3-SDS2.5 is manufactured from 12 gauge steel meeting ASTM A653 SS Grade 40 with a G90 galvanized finish. Allowable loads and fastener schedule are shown in Table 6. See Figure 8 for additional details. 4.11 LGT4-SDS3 Light Truss/Girder Tiledown. The LGT4-SDS3 is used,to anchor a 4-ply wood truss or beam (maximum 6''1/2"wide)to wood, concrete, Or masonry. The LGT4-SDS3 fastens to the wood truss or beam with 1/4"x3"long Strong-DriveP SDS He4vy-Duty Connector screws. For wood wall applications, it is fastened to wood studs and plates with 16d sinker nails. For masonry or concrete applications, it is fastened with NS' Titen HD® Heavy-Duty Screw Anchors. The LGT4-SbS3 is manufactured from 12 gauge steel meeting ASTM A653 $S Grade 40 with a G90 galvanized finish.Allowable loads and fastener schedule are shown in Table 6. See Figure 8 for additional details. 4.12 MGT Medium Girder Tiedown. The MGT is used to anchor a multi-ply wood truss or beam (minimum 3"Wide)to wood, concrete,or masonry.The MGT fastens to the wood truss or beam with 10d common nails.A minimum of six nails must be into the face of the truss or beam adjacent to the MGT.A minimum of four nails must be into the top of the truss.The base of the MGT is designed for a single W diameter anchor bolt or rod. For masonry or concrete applications, this%" anchor must be designed by the building designer to provide at least as much capacity as is required of the MGT. For wood wall applications, this %" anchor may be a length of all thread rod that is attached to an anchor fastened to the studs beneath the truss or beam.This anchor must provide at least as much capacity as is required of the MGT. The MGT is manufactured from 12 gauge steel meeting ASTM A653 SS Grade 40 with a G90 galvanized finish. The washer in the seat is %" plate steel meeting ASTM A36. Allowable loads and fastener schedule are shown in Table 6. See Figure 9 for additional details. 4.13 VGT, VGTL, and VGTR Variable Girder Tiedowns. The VGT girder tiedown is used to anchor a multi-ply wood truss or beam(minimum 3"wide)to wood, concrete, or masonry. The VGT fastens to the wood truss or beam with 1/4"x3" long Strong- Drive®SDS Heavy-Duty Connector screws. The base of the VGT is designed for a single %" diameter anchor bolt or rod. The rod can be fastened to a connector mounted to framing below the girder or extend to and be anchored into the foundation. The anchor bolt can be anchored to a concrete or masonry wall that is designed by the building designer to resist the high concentrated uplift load at that location. The VGT can be installed a single application or doubled to achieve additional uplift capacity. The included crescent washer allows the VGT to be installed at an angle from 3:12 to 8:12. If the VGT is installed on a member sloped less than or greater than that amount, the VGT must be rotated so that it is sloped between 3:12 and 8:12. The VGTR and VGTL have one of the side flanges concealed so they can be placed at the end of a truss or beam. The VGT is manufactured from 7 gauge steel meeting ASTM A653 SS Grade 33 with a G90 galvanized finish.Allowable loads and fastener schedule are shown in Table 6. See Figure 10 for additional details. Page 4 of 16 Simpson Strong-Tie DOCUSign Envelope ID:78BBIBB6-A83D-4258-89DI-BEBDOF588989 5. MATERIALS: 5.1 Steel. Steel specifications for each product listed in this evaluation report shall be as indicated in the previous section. ,In addition to the standard G90 coating, some models (designated with a model number ending with Z) are available with a G185 zinc coating specification in accordance with ASTM A653.Some models(designated with a model number ending with HDG') are available with a hot-dip galvanization, also known as "batch" galvanization, in ac"cordance with ASTM A123, with a minimum specified coating weight of 2.0 ounces of zinc per square foot of surface area, total for both sides. Some models (designated with a model number ending with SS) are available in Type 316L stainless material manufactured in accordance with ASTM A240 sheet, strip or plate and ASTM A480 (General Requirements) in the following designation: UNS designation I531603, AlSl Type 316L. Model numbers in this report may not include the Z, HDG,or SS ending, but the information shown applies. 5.2 Wood. Wood members to which these connectors are fastened shall be solid sawn lumber, glued-laminated lumber, or structural composite lumber having dimensions consistent with the connector dimensions shown in Tables I through 6. Unless otherwise noted, lumber shall be Southern Pine (SP) or Douglas Fir-Larch (DF) having a minimum specific gravity of 0.55 or 0.50, respectively.Where indicated by SPF, lumber shall be Spruce-Pine-Fir having a minimum specific gravity of 0.42. 5.3 Concrete/Masonry. Concrete and masonry design specifications shall be the stricter of the specifications by the engineer of record, the Florida Building Code minimum standards, the following, or as noted in the report: Material Specification Minimum Compressive Strength Concrete,f c 2,500 psi Masonry,fm ASTM E447 1,500 psi Masonry Unit ASTM C90 1,900 psi Mortar ASTM C270 Type S 1,800 psi orb proportions) Grout ASTM 0476 2,000 psi orb proportions) 5.4 Nails. Unless noted otherwise, nails shall be common nails. Nails shall comply with ASTM F1667 and shall have the minimum bending Yield strengths Fyb: Nail Nail Shank Diameter Nail Length Fyb Pennyweight (inch) (inch) (psi) 10dxIY2 0.148 1.50 90,000 10d Common 0.148 3.00 '90,000 16d sinker 0.148 3.25 90,000 16d Common 0.162 3.50 90,000 Fasteners for galvanized connectors in pressure-preservative treated wood shall be hot-dipped zinc coated galvanized steel with coating weights in accordance with ASTM A153 or steel mechanically galvanized in accordance with ASTM 8695,Class 55. Fasteners for stainless steel connectors shall be stainless steel except where otherwise permitted by the treatment manufacturer. The allowable loads of stainless-steel connectors match those of carbon-steel connectors when installed With Simpson Strong-Tie stainless-steel, SCNR ring- shank nails, unless noted otherwise. Page 5 of 16 Simpson Strong-Tie DocuSign Envelope ID:78BIBIBB6-AM425B-Ml-BEBDOF588989 5.5 StPong-thrive® SDS Heavy-Duty Connecter Screws. Fasteners used. with the connectors described in Tables 1, 5,and 6, and shown in Figures 2, 6, 8, and.10 of the report must be Simpson Strong-Tie0 Strong-Drive SDS Heavy-Duty Connector wood screws recognized in FL9689.. Model numbers shown in this report may not include the full SDS model number after the connector model number(e.g. , LGT3- SDS2.5), but the information shown applies. SDS screws used in contact with preservative-treated or fire-retardant-treated lumber must, as a minimum, comply with FL9589. The lumber treater or .Simpson Strong-Tie Company should be contacted for recommendations on minimum corrosion resistance and connection capacities of fasteners used with the specific proprietary preservative-treated or fire retardant-treated(umber. 5.6 Tithe&2 and Tits& Concrete and Masonry'Screws. Titen® 2 screws shown in Tables 1, 4 and 6 and Figures 2, 5, and 7 shall be Simpson Strong-Tie Titen 2 Concrete and Masonry screws as recognized in FL16230. Insta}}ation shall be as specified in FL1.6230. Alternately, Titer® screws of the same diameter and length may be substituted for Titen 2 screw models shown. Titen screws are recognized in FL2355. installation shall be as specified in FL2355. 5.7 Titen HD® Heavy-Duty Screw Anchors. Anchors shown in Tables 5 and 6 and Figure 6 shall be Simpson Strong-TieP Titen HD Heavy-Duty Screw Anchors for masonry or concrete as recognized in FL15730..Installation shall be as specified in FL15730. 6. INSTALLATION: Installation shall be in accordance with this report and the most recent edition of the Simpson Strong-Tie Wood Construction Connectors catalog. Information in this report supersedes any conflicting information between information provided in this report and the catalog. 7. SUBSTANTIATING DATA: Test data submitted by Testing Engineers Inc. and Product Testing, Inc., and signed and sealed calculations performed by Bryan Wert, P.E., performed in accordance with the 6111Edition(201 7 )Florida Building Code, Building and Residential codes. Product Test.Lab . Test Number MTSM,HTSM Testing En lneers,Inc. H756,1841,0555,0564 HM9 Product Testing,Inc. 02-3793 HGAM10 Product Testin Inc. L007,L018 Testing Engineers,Inc. H046,H14i MEfA,'HETA, Product Testing,Inc. K966,K997,1_008,1_011,L012,L013,L014,L015,L019, HHETA,HETAL 1.020,L021,L022,L023 P670,Q219,Q220,Q221 Tesft Engineers,Inc. D792 D793,D844,N218 DETAL Testing Engineers,Inc. 0795,0796 0797,0798,0799 LTA2 Testing Engineers,Inc. P966,P967,P968,Q018,Q019,0020,Q856 MSTCM Testing Engineers,Inc. N471 FGTR Product Testing,Inc. K530,K931 j K987 . FGTRHLIR Product Testing,Inc. K932 LGT2 Testin Engineers,Inc. H429,1839,L921,L922 LGT3 Testing Engineers,Inc. I 1_233,L234,L431,L918 LGT4 Testin" En ineets,Inc. 0113,0393,0394,0587 MGT Testin En ineers,Inc. 1134 VGT Testing En ineers,Inc. M950,14985 N074,N075,N142,N149 VGTIJR Testing En }neers,Inc.. M988,M989,M994,M991 Page 6 of 16 Simpson Strong Tie poau$ign Envelope ID:78BBJBB6-A83D-425&89D1$EBDOF5889B9 8.FINDINGS: The connectors listed In this evaluation report comply with the r Edition (2997) Florida Building Code, Building, and a Edition (2017) Florida Building Code, Residential when installed in accordance with this report. 9. LIMITATIONS: 1. Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads listed.in this report are based on allowable stress design. The loads in this report are not applicable to Load and Resistance Factor Design. 2. Capacity of wood members is not covered by this report. Capacity of wood members :must be checked by the building designer. 3. Connectors in this report having a galvanized coating thickness less than 6185 shall not be installed in contact with preservative-treated wood products that are exposed to rainfall or ground.moisture. 4. Allowable loads for more than one direction for a sin gte connection cannot be added together. A design load that can be divided into components in the directions given must be evaluated as follows: (Design Uplift/Allowable Uplift)+(Design Lateral Parallel to Plate/Allowable Lateral Parallel to Plate)+(Design Lateral Perpendicular to Plate/Allowable Lateral Perpendicular to Plate)< i.4 As an alternate,the embedded truss anchors in Tables 2 and 3 can be evaluated using the following: "The design load in each direction shall not exceed the published allowable load in that direction multiplied by 0.75. 10.ALLOWABLE LOADS: The tables that follow reference the allowable loads for the aforementioned products. Page 7 of 16 :Simpson Strong-Tie DocuSign Envelope ID:788BIBB6-A83D425&89.D1-BEBDOF5889$9 TABLE 1:WISM,NTSM.HM9,HGAM10,and LTA2 Dlinens.lo Fasteners,and Allowable Loads R 110 mi—mm MTSM16 16 16 (7)10dxIY2' (4)WxV" MY4OX13/4" 830 715 MTSM20 16 20 (7)iodxIY2" (4)Y4"x2Y40I (4)'/4,xiYa 830 1203 903 715 1203 903 HTSM16 14 16 (8)10dx I Y2" (4)Y4"x2/4" (4)Y"XI3/4' 1,110 4 HTSM20 14 20 (10)IO&I'leN2W (4)14- 1-3/4- 1,110 (4)1/4 4 HM99 18 (4)1/41x1Y2SDS (5)Y4nx2l/4' (5)1/4"x!3/4" 760 670 . 190. 760 670 190 HGAM109 14 M 1/4"x13,'2'"SDS (4)'/7x2%" (4)'/4PxiY4" W, 875 11.1055 585 630 1795$ LTA2 Perp.4o-wan 18 (10)10dxlY20 Embed Embed 1,1807 415 875 990 415 735 lnstaA3tiosi LTA2 PaMWO-Wall 18 (10)10dxlW Embed Embed 1,1807 950 220 990 800 226 tnstallatiait Notes: I.- Loads have been Increased 60%for wind loading as permitted by the code. No further Increase permitted. Reduce where other loads govern. 2. MTSM and HTSM do not have to be wrapped over the truWrafter to achieve tabulated loads. 3. Lateral loads apply for the,MTSM and HTSM twist straps when the first seven nail holes near the bend I line are Ahed on the truss/rafter side.Any other ftisteners required cart be installed in an open hole. 4. Allowable loads for the HGAMIO are for one connector.A minimum truss/raftey r thickness of 2Y2"must be used when framing anchors are installed on each side of the.oist or,truss. 5. HGAM10 F2 loads are for forces into the connector. F21oad' s away from the connector are 6540 lb. (DF/SP)and 460 lb.(SPFIHF). 6. Minimum edge distance for Titan 2. screw Is 1 V2 1". Titen screws of the same diameter and length may be substituted for the tabulated Titen 2 screw size with no change in allowable load. 7. LTA2 allowable uplift on SP is 1,3501b.for per pendIcuIarto-wajIjnstaIIafiqn and parallel-to-wall installation. S. Minimum fc=2,500 psi.Minimum I'm=1,500 psi. 9. The HM9KT and HGAMIOKTA are Us with(20)HMO and(10)HGAMIO connectors packaged with Simpson Strong-Ties'Strong-DrIveO 8DS Heavy-Duty ' resp Connector screws and 21/4"and rwTitens 2 screws, actively. rReh 2 sdrews for concrete installations sold separately) 'tg lLT - ie -4— L HM9 HGAMIO mjmd HTSM20 MTSM16 FIGURE 1: MT$M 1 HTSIVI HM9 HGAM10. f LTA2 Dimensions Page 8 of 16 Simpson Strong-Tie DocuSign Envelope ID:78BB1BB6-A83D-4258-8904-BESDOF5M9B9 n e i Winh.barrio nht simm A4o3stUta 63rr0-r ¢ " nctshum We y TsAt s i � rebaf a - � Tran.. ' notstown : ;5 rebar n*L Typical MTSM20 L4.5 rebar min HM9 Attaching Installation HGAM10 Installed Truss to Masonry into Masonry - a --Moisture barrier E G; . .�: not shown(typ.) "r Fi F2 1 { §5 rebar flax in reran manges in.edge dsslance=1 if min. LTA2 Perpendicular-to-Wall LTA2 Parallel-to-Wail .Installation Installation FIGURE 2:MTSM I HTSM I HM9/HGAIl 16 t LTA2 Installation Details r� .F, ` @F"QtOre barrier i sy See note 9 i for edge L distance 41 Typical META - , HyialFTA HETAt_ Installer}with TSS Installation$ FIGURE 3: META/HETA I HHETA/HETAL Dimensions and Installation Details Page 9 of 16 Simpson Strong-Tie DqWS]gn Envelope D:78BB1 BNA8313-425 B439D1-8EBDOFM89B9 TABLE 2:META,HETA,HHETA, ETA,and HETAL Dime'naloh s,Far,.teneis.and Allowable Loads Q1 R" F IVIEIA14 .8 7 1,420 6 1,450 META16 12 8 1,450 6 1j450 META18 14 8 1,460 6 '1,450 META20 18 16 7, 1,420 5 1,210 340 770 8 1,450 6 1,450 META22 18 8 1,450 6 1,450 META24 20 :8 1,450 6 1,450 META40- 36 8 1,450 Z 1,450 R1,455 T t7 F ti M 7 ME HHETA16 12 10 2,120 9 ' -2,120 HHETA20 16. .9 1,935 a 2,030 14 10 2,120 9 2,120 3407 770 HHETA24 20 -1.0 2,120 9 2,120 HHETA40 36 _AO 2,120 9 2,120 ON `-M HEfAL1 16 11 34 1131Q 133 ;'f0 380; 1,040 M Notes: 1. Loads have been increased 606/o for wind loading es permitted by the code.No further Increase. permitted. Red.uce where other loads g'o'vem. Z. The META,A,HE rA,and HHETA,require the lowest four nail holes be filled. 3. Five nails must be installed into the truss seat of the HETAL. 4. Fi load towards face of HETAL is 1,870 lb. S. Minimum'Pc=2,500 psi.Minimum fm=1,504 psi. 6. It is acceptable to use a reduced number of f fasteners in any model listed provided,thai there is a reductioninuplift load capacity.The load per nail can be approAmated by dividing the allowable load by the number of nails.There should be a minimum of 4 nails installed in the strap.Lateral -loads do not apply When fewer than 7 fasteners are.used with the HETA and HHETA anchors or less than(6)16d or(7)10dxIY2"fasteners are used with the META anchor. 7. The HHETA allowable Fi load,can be increased to 435 lb.if the strap is wrapped over the truss and,a minimum of 12 nails are installed. 8. Straps.Op not have to:be wrapped over the trussirafter'to achieire tabulated loads unless spe&fically noted otherwise. 0. Minimum edge distance for META,HETA,and HHETA is 1'/z"for concrete and 2"for masonry. Page 10 of 16 Simpson Strong-Tie DocuSign Envelope ID:78BB1 BB6 A83D-425B-BgD1-BEBDOF5883B9 TABLE 3:DUAL20 and Double META,HETA,and HHETA Fasteners and.Allowable loads .�.cS.l �.,.�:"?' � �. ^- � •3s v' •may e _usa`..r `+Z,d} .,,q. yz My `w" a' ra 'i`n„` ''�. .: � 67- Nut zs uDt �l�£at{O .({�.{ z�a y y 5 °fi ' FW", � ''a��t t _ .ate �c`a. -.r ,c+: .+•-�Fi?."�vz •' -�' Fes, mac' .�;.- DETAL20` 1 GFCMU,__ 18 2,480 . 2,0005. 1,370 — — — Concrete 18 2,480 2,000 1,465 — — — META 2 GFCMU 10 1,875 14 1,795 9,2857 1,080 Concrete 10 1,875 14 2,435 1,2857 1,080 GFCMU 10 1,920 1.2 2,365 1,3507 1,430 HER 2 Refer t4 Table 26 Concrete 10 1,920 12 2,560 1,3507 1.,430 HHETA 2 GFCMU 10 1920, 12. 2,355 1,350? 1 1,430 Concrete 10 1,920 14 3,180 11,3507 1,430 Notes: 1. Loads have been increased 60%for wind loading as permitted by the code. No further increase permitted.Reduce where other loads govern. 2. Minimum f.=2,500 psi.Minimum fm=1,500 psi. 3. Install with spoons facing outward and spaced no more than'/"wider than the truss width. 4. The DETAL20 requires(6)10dx1'/2 nails in the truss seat and.(6)10dx1.� %"nails into each strap.For all other models, install half of the required number of fasteners in each strap. 5. Ft loads for the DETAL20 in GFCMU may cause an additional 1l32'defection beyond the standard W limit. 6. Lateral loads"for double META, HETA, and HHETA apply only to 2- or 3-ply applications with anchors spaced a minimum of 3"apart.For 1-ply applications,use lateral loads in Table 2.DETAL lateral loads apply to 1-ply application. 7. Ft loads for double META,HETA,and HHETA may cause an additional 1/16"deflection beyond the standard Na"limit when the straps are installed not wrapped over the heel as shown. l Moisture barrier not s ivn(typ.) Typical DETAL 4.;.. histaTlaticn M {) 4Jreb'icr ,� �l"1 � ��•` =5 reh2r G6 ��%.. Y rsin Straps maybe instaW S DETAL20 Typical Installation orwrapW oa�emtoa.3i�,rern tozds U.S.Patent 7,987,636 with Two METH FIGURE 4: DETAL20 Dimensions and Double META/HETA.1 HHETA Installation Detail Page 11 of 16 Simpson`Stron;-Tie DocuSlqn Envelope ID:78BBIB86-AB3D-425B-B9D1-BEBDOF5889B9 TABLE 4:MSTAM and MSTCM Dimensions,Fasteners,and Allowable Loads 120 'MR § �eP ..... WTO ...... Ga IConcrete ] 10'ff r-2- 60 ff. Ks FOE' MSTAM24 18 1% 24 (9)10d (5)'/4Ox21/4n (5)Wx 1 314" 1,3754 1,460 MSTAM36 16 1114 36 (13)10d (8)1/4"x2V4" (8)%"x13/4" 1,870 1,870 MSTCM40 16 3 401/4 (26)16d Sinker (14)1/44x2Y4" , (14)Y4u x 1-3/4P 4,220 4,220 MSTCM60 16 3 591 (26)16d Sinkerj(14)'/4"x2Y4` 1 (14)Y4Ox13141' 4,220 4,220 Notes: 1. Tension loads have been increased 60% for wind loading as permitted by the code. No further increase permitted.Reduce where other loads goVem. 2. Minimum fe=2,500 psi.Minimum I'm=1,500 psi. 3. Minimum edge distance for Titen 2 screw is 11/2".Titen screws of the same diameter and length may be substituted for the tabulated Titen 2 screw size with no change in allowable load,except where specifically noted otherwise. 4. MSTAM24 allowable tension load in GFCMU shall be limited to 1,250 lb.if installed with original Titen screws. N, 6 �'' 17N -A t 30 J) 0 z 41i 'x1k14 p. 'iF A! 2' ty -f'jq 1h' MSTCM40 Typical M 36 1114 MSTAM36 (OM&r AMTcM slWM/ Installation FIGURE 5: IVISTAM/MSTCM Dimensions and Installation Details Page 12 of 16 Simpson Strong-Tie DocuSign Envelope ID:78BB1BB6-A83D-4256-B9D1-BEBDOF5889S9 TABLE 5:FGTR,FGTRHL,and FGTRHR Fasteners and Allowable Loads 5 {}atl`Ib .t> �Mo el No ��(�Ey,��, Truss 1'Ra�ter,�t� F � �� ' G�CMU/Concrete DFISP SpFlHF s 6cc(Stronx FGTR 1 1-(18)1/°x3" . (2)./z X5 4,7256 3,400 2 (36)y4 x3^ (4)%2'1x5" 8,885 6,395 FGTRHUR 1 (18)%"x3" (2)%z"x5" 3,635 2,615 Notes: 1. Uplift loads have been increased 60%for wind loading as permitted by the code.No further increase permitted.Reduce where other loads govern. 2. Products shall be attached to grouted and reinforced CMU.walls or reinforced concrete walls that are designed to transfer the uplift loads to the foundation. 3. Minimum edge distance for the Titan HD anchor is 4". 4. Titan HD anchors should be spaced in every other hole on the part. 5. Attached members must be designed to resist the applied loads. 6. Uplift for FGTR comer installations shall be limited to 4,425 Ib. 7. Minimum fc=2,500 psi.Minimum fm=1,500 psi. f{`f ,osis Shaded cells grouted and ' £ remforoed per e•� Designer(mm) 16"min. f from end ° �v of Wall Shaded cells grouted and Install �' t v `� reinforced per rP 16"min. t : ` s Install TitenHDss qs Designer(min4 from end Tlten HDs in everya�)x �' 4 jyp. ° .. of wall t ) y in every other hole { other hole on the pan � v on the Part � FGTR Typical FGTR FGTRHL Installation U.S.Patent yp (FGTRHR similar) 7,891.144 Via'.: Single Installation s 3 { r5 tetar (min.) Shaded cells a �, grouted61"1 reinforced 16"min. of wall. / t �• t,�ra�% s rbi'r�"' "` y ° ° °-: 16"min N r Install 7 Shaded calls from end j a Tden HDsaid i a Of wall ttc t� +sou in every renfor gToud per w 82 N j br)a z other hole ' on the part " (rrrn.) N i 3 z,, Typical FGTR Double Installation FGTR Comer Installation FGTR Corner Installation (rop vievr) FIGURE 6: FGTR/FGTRHL I FGTRHR Dimensions and Installation Details Page 13 of 16 Simpson Strong-Tie DocuSign Envelope ID:788B1BB6-A83D-4258-B9D1-BEBDOF5889B9 TABLE 6 LGT MGT,VGT,VGTL,and VGTR Fasteners and Allowable Loads WilM, Allowable Laadsz Ib` { Faste�ters ' F a tt r` 4 vkrra� 3 t& s vs^:. U hf� 160 Lateral 16Q Model r y ala of A�plrca _> Al 5 t� , No r Plies J flon y Y1(aod Stads l Gf=CN}U/ n t, DFISPISPF/HF _ r Wood (16)16d Sinker (14)16d Sinker — 1,885 1,620 LGT2 1 2 GFCMU (7)'/a"X2'/4" 7004 1704 (16)16d Sinker _ Then 227 2,030 1,750 or Conc. Wood (12)'/4"x2'/"SDS (21)16d Sinker — 3,480 2,505 LGT3-SDS2.5 1 3 GFCMU (4)3/8"x5" 795 385 or Conc. (12)'/°"x2%z"SDS — Titen HD 3,285 2,365 Wood 06)'/4"x3"SDS (30)166 Sinker — 4,060 2,920 LGT4-SDS3 1 4 GFCMU � " (4)%"x5" 2,0005 675$ or Conc. (16) /<x3 SDS — Titen HD 3,285 2,365 MGT 1 2(min) Both (22)10d (1)%"anchor 3,965 3,330 ( — — 1 2(min) Both (16)'/4"x3"SDS (1)5/8"anchor 4,940 3,555 ( — — VGT 2(min) Both (32)'/"x3"SDS (2)%"anchors 7,185 5,170 2 = _ 3(min) Both (32)'/a"x3"SDS (2)%"anchors 8,890 6,400 VGTL(R 1 2(min) Both (16)'/4"x3"SDS (1)5/"anchor 2,225 1,600 = _ 2 2(min) Both (32)'/4"x3"SDS (2)%"anchors 5,545 3,990 Notes: 1. Loads have been increased 60%for wind loading as permitted by the code. No further increase permitted.Reduce where other loads govern. 2. For concrete applications, use%"x`13/4"Titen 2. 3. For MGT and VGT application to wood, provide equivalent anchorage to wood framing to provide resistance to applied load on the MGT or VGT. Provide continuous load path to the foundation. For MGT or VGT application to masonry/concrete, provide%" anchor designed by building designer to provide resistance to applied load on the MGT or VGT. Provide continuous load path to foundation. 4. LGT2 lateral loads require installation of optional(4) 16d sinkers in triangle fastener holes into top plates. 5. LGT4 lateral loads require installation of optional(7) 16d sinkers in triangle fastener holes into top plates. 6. Minimum fo=2,500 psi.Minimum fm=1,500 psi. 7. Minimum edge distance for Titen 2 screw is 1%".Titen screws of the same diameter and length may be substituted for the tabulated Titen 2 screw size with no change in allowable load. Tv�+{ Q is G 1 o` s sear m WSW r5 Y Sd�ss�Ts dg � 6G barrier ooSk : r 7@ 13xh, nosshorm a x 2 t %vg f a o' min. F1 v I ;1 �V•;-'fir J' .... - S�:� � Typical ical LGT2 installation " s--� Typical LGT2 Woad Installation--- ' into Masonry FIGURE 7: LGT2 Dimensions and Installation Details Page 14 of 16 Simpson Strong-Tie DocuSign Envelope ID:7BB81B86-A83D-425M9D1-BEBDOF5889B9 1613=iP LGT4 I LGT3.5 a o T oia LGT4=6yis (Seeoptims) �. n� ` rn r3 4W u LGT4 a 4§6' LGT3- � LGT4 15#x � a a c 5 r Typical 1 ole T} 1_GT3-SDS2.5 LGT3=r LGr46, Wood Installation :e✓ r LGT3-$DS2.5 (LGT4-S.M simr"..-r1 FIGURE 8: LGT3/LGT4 Dimensions and Installation Detail install a minimum Is s & ofof 10d tbarn im into a4i a w s- the face $�' Y.LL=: fi"^,�. t *et tai-holir! c 14t'hs" mu=mwm ° ` Vit" �� ' a• 11l4" # s'x tfte We s� f x 05 re6ar Typical MGT Installation Typical MGT installation with HDU4 FIGURE 9: MGT Dimensions and Installation Details 9 Qjzti _17/81 A� A Ola 3W luso- �"�"s• ,� �;, �4 Z VGT61 a Typical VGTR Single Typical VGT Double Typical VGT Installation Typical VGTR Installation Installation with HDU2 installation with HDU4 s FIGURE 10:VGT/VGTR/VGTL Dimensions and Installation Details Page 15 of 16 Simpson Strong-Tie DocuSign Envelope ID:78BB1BB6-A83D-4256-B9DI-BEBDOF5889B9 11. REFERENCES: Florida Building Code, Building 61h Edition (2017) Section 104.11 Alternative materials, design, and methods of construction and equipment Chapter 19 Concrete Chapter 21 Masonry Chapter 22 Steel Chapter 23 Wood Florida Building Code, Residential 6th Edition (2017) R101.2.1 Scope R4405 HVHZ Concrete R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood Standards AISI S100 2012 ANSI/AWC NDS 2015 ASTM D7147 2005 12. IDENTIFICATION: Each connector covered by this report shall be stamped with the manufacturer's name and/or trademark and the product name. ,��ti,,ti�uuruprr DowsNg P Aq�N q, e9sio'B2M4a544 S'p: STATE OF ;'�4/Z •,d'S+/'D►V A 10/19/2017 Jax Apex Technology, Inc. Jeffrey P.Arneson, P.E. P.E.No.58544 October 19,2017 Page 16 of 16 Simpson Strong-Tie