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Home My WebLink AboutProduct Approval RECEIVED HGAM Hurricane Gusset Angle for Masonry SEP 1.'0, 2010 Permitting Department Florida Building Code FL11473.5 5t,Lucie County Fasteners DFISP SPF/HF (in.) Allowable Loads Allowable Loads Model WL Lateral Lateral No. Ga' (in.) (in.) Uplift (160) Uplift (160) To Rafter/Truss To GFCMU To Concrete (160) F1 F2 (160) Fi F2 HGAM10KTA 14 — — (4)'/4 z 1'h SDS " (4)'/4 z Y4 TRW 2 (4)1/a z 13/4 TiteO 2 810 875 1,1058 585 630 7958 71 file Copy F;� EWED �C�I CODE COMPLIANCE T ST,-LUCIE COUNTY { -, from BCCC l/�t 1 F2 eor�eeto�,} �' —#5 reoar mill. _7-: i i Florida Building Code Online. Page j of 1 SCIS Home I Ing In I User Registration. Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map [inks Search Product Approval Approval —--- USER:PublicUser nn EC/�rrqq` ,rD S'4�ldGl V C V Product Approval Menu>Product or Aoolicatlon Search>AppBcation List . SEP 1-12020 Search Criteria Refine Searc i�C6 �P�ermitting l Code Version 2017 FL# 11473.5 n Application Type ALL Product Manufacturer ALL �{�J, YWV Category ALL Subcategory ALL REQ/� �� Application Status ALL Compliance Method ALL �/ E R Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALLCODGG Product Model,Number or Name ALL Product Description ALL COMPLIANCE-.'MPLI®NC�' Approved for use in HVHZ ALL. Approved for use outside HVHZ ALL ST. WBOCCIlitfl;CIE COUNTY Impact Resistant' ALL Design Pressure ALL C Other ALL Search Results-A licationsJ,rJ) FL# Type Manufacturer Validated By Status FL11473-R4 Revision Simpson Strong-Tie Co. Ted Berman,PE Approved History FL#:FL11473.5 (305)868-4707 Model:HGAM10,HM9 Description:Masonry retrofit connector Category:Structural Components Subcategory:Wood Connectors -Approved by DBPR.Approvals by DSPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity:Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please, click here Product Approval Accepts: https:Hfloridabuilding.org/pr/pr_app_lst.aspx 9/11/2020 DocuSign Envelope ID:78BB1BB6-A83D-4258-B9D1-BEBDOF5889B9 Jaz Apex Technology, Inc. 4745 Sutton Park Court,Suite.402 Jacksonville,FL 32224 f 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 61 G20-3. 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, HET A40, HHETA16, HHETA20, HHETA24, HHETA40, HETAL12, HETAL16, HETAL20, LTA2, DETAL20 Wood to Masonry Straps MSTAM24, MSTAM36, MSTCM40, MSTCM60 Page 1 of 16 Simpson Strong-Tie DocuSign Envelope ID:78BB1BB6-A83D-425B-B9D1-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 61 Edition (2017) Florida Building Code, Building and 6"'Edition (2017) Florida Building Code, Residential. 4. DESCRIPTION: 4.1 MTSM and HTSM Twist Straps. The MST 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 10dx1'/z' nails, and fasten to masonry with '/4'x2'/4" Titen® or Titen® 2 screws, or to concrete with '/d'xl " Titen or Titen 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 '/4'x1'/2'-long Strong-Drive® SDS Heavy-Duty Connector screws and fastens to masonry with '/4'x2'/4' Titen® or Titen® 2 screws, or to concrete with '/4'x1'/" Titen or Titen 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 1 and 2 for additional details. 4.3 HGAM10 Hurricane Gusset Angle. The HGAM10 is used to anchor wood trusses, rafters,joists, or beams to masonry or concrete. The HGAM10 fastens to the wood member with '/4'x1'/2' long Strong-Drive® SDS Heavy-Duty Connector screws and fastens to masonry with '/4'x23/" Titen® or Titen® 2 screws, or to concrete with '/4'x13/4'Titen or Titen 2 screws.The HGAM10 is manufactured from 14 gauge steel meeting ASTM A653 SS Grade 33 with a 090 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 10dx 1'/2' 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 1 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 10dx1'/z' nails or to a multi-ply truss with 16d common nails. META, HETA, and HHETA models can be installed in a single application or doubledto 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%"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 2 of 16 Simpson Strong-Tie DocuSign Envelope ID:78BB1BB6-A83D-425B-B9D1-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 10dx1'/2' nails. It is embedded in the masonry or concrete to a depth of 4%". The strap portion of the anchor is 1 W 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 1'/4' wide for use on single-2x and thicker members. They fasten to the wood member with 10d common nails and fasten to masonry with'/4'x2'/4'Titen®orTiten®2 screws, orto concrete with Y4N13/4'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-Drive® SDS Heavy-Duty Connector screws and the strap fastens to masonry or concrete with '/2'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 Tiedown. The LGT2 is used-to anchor a 2-ply wood truss. or beam (maximum 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 nails: For masonry or concrete applications, it fastens to masonry with'/4'x2'/4'Titen®or Titen®2 screws, or to concrete with%N`13/4"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-SDS2.5 Light Truss/Girder Tiedown. 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 ID:78BB1BB6-A83D-425B-B9DI-BEBDOF5889B9 LGT3-SDS2.5 fastens to the wood truss or beam with '/4'x2'/2' long Strong-Drive® 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%N5"Titen HD® 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 84or additional details. 4.11 LGT4-SDS3 Light Truss/Girder Tiedown. The LGT4-SDS3 is used to anchor a 4-ply wood truss or beam (maximum 6'/2'wide)to wood, concrete, or masonry. The LGT4-SDS3 fastens to the wood truss or beam with '/4'x3" long Strong-Drive®SDS Heavy-Duty Connector screws. For wood wall applications, it is fastened to wood studs and plates with 16.d sinker nails. For masonry or concrete applications, it is fastened with 3/"x5" Titen- HD® Heavy-Duty Screw Anchors. The LGT4-SDS3 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. 4.12 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 W 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 W 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 W plate steel meeting ASTM A36. Allowable loads-and fastener scheduleare 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 %N3" 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:78BB1BB6-A83D-4258-B9DI-BEBDOF5889B9 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 accordance 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 S31603, AISI 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 arefastened shall be solid sawn lumber, glued-laminated lumber, or structural composite lumber having dimensions consistent with the connector dimensions shown in Tables 1 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 - 2,500 psi Masonry, fm ASTM E447 1,500 psi Masonry Unit ASTM C90 1,900 psi Mortar ASTM C270 Type S- 1,800psi- or by proportions) Grout ASTM C476 2,000 psi or by proponions 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) 10dxl Y2 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:78BB1BB6-A83D-4256-B9D1-BEBDOF5889B9 5.5 Strong-Drive® SDS Heavy-Duty Connector 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-Tie® Strong-Drive SDS Heavy-Duty.Connector wood screws recognized in FL9589. 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 lumber. 5.6 Titen® 2 and Titen® 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. Installation shall be as specified in FL16230. Alternately, Titen® 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-Tie® 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 6"' Edition (2097) Florida Building Code, Building and Residential codes. Product Test Lab Test Number MTSM,HTSM Testing Engineers,Inc. H756,1841,0555,0564 HM9 Product Testing,Inc. 02-3793 HGAM10 Product Testing,Inc. L007,L018 Testing Engineers,Inc. H046,H141 META,HETA, Product Testing,Inc. K966,K997,L008,L011,L012,L013,L014,L015,L019, HHETA,HETAL L020,L021,L022,L023,P670,Q219,Q220,Q221 Testing Engineers,Inc. D792,D793,D844,N218 DETAL Testing Engineers,Inc. 0795,0796,0797,0798,0799 LTA2 Testing Engineers,Inc. P966,P967,P968,Q018,Q019,Q020,Q856 MSTCM Testing Engineers,Inc. N471 FGTR Product Testing,Inc. K930,K931,K987 FGTRHUR Product Testing,Inc. K932 LGT2 Testing Engineers,Inc. H429,1839,L921,L922 LGT3 Testing Engineers,Inc. 1-233,1_234,1_431,1_918 LGT4 Testing Engineers,Inc. 0113,0393,0394,0587 MGT Testing Engineers,Inc. 1134 VGT Testing Engineers,Inc. M950,M985,N074,N075,N142,N149 VGTUR Testing Engineers,Inc. M988,M989,M990,M991 Page 6 of 16 Simpson Strong-Tie DoouSign Envelope ID:78BBIBB6-A83D-425B-B9DI-BEBDOF5B89B9 8. FINDINGS: The connectors listed in this evaluation report comply with the 6t' Edition (2017) Florida Building Code, Building; and 6h 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 Jess than G185 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 single 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) < 1.0 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 DocuSignEnvelope ID:78BBIBB6-A83D-425B-BgDI-BEBDOF5889B9 TABLE 1:MTSM HTSM HM9 HGAMIO and LTA2 Dimensions Fasteners and Allowable Loads MTSM16 16 16 (7)-10dxlY2" (4)%N21/4" (4)Wxl%" 830 715 MTSM20 16 20 (7)10dxlY2" (4)Y4"x2Y4" (4)Wx 1 Y4" 830 HTSM16 14 16 1203 903 715 1203 903 @)10dxIY2" (4)1/4"x2Y4" (4)Wx 1 Y4" 1,110 955 HTSM20 14 20 (10)10dxlY2" (4)'/4"x21/4" (4)1/4"x 13/4" 1,110 955 HM99 18 -7 (4)'/,"x1'/z"SDS (5)1/4"x21/4" (5)1/4"x 111/4" 760 670 190 .760 670 190 HGAM109 -1-4- -- '/4"x1'/2"SDS '(4YAN23W -(4)'14"x1'/," 810 875 11,1055 585 . 630 7955 LTA2 Perp.-to-Wall 18 (10)10dxIY2", Embed Embed 1,1807 415 875 990 415 735 Installation LTA2 Parail6tovall 18 (10)10dxIY2" Embed Embed ..1,18017 950 , 220 990 800 220 Installation 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. MTSM and HTSM do not.have to be wrapped over the truss/rafter to achieve tabulated loads. 3. Lateral'loads apply for the MTSM and HTSM twist straps when the first seven nail holes near the bend line are filled on the truss/rafter side.Any other fasteners required can be installed in any open hole. 4. Allowable loads for the HGAM1 0 are for one connector.A minimum truss/rafter thickness of 2Y2"must be used when framing anchors are installed on each side of the joist or truss. 5. HGAMIO F2 loads are for forces into the connector. F2 loads away from the connector are 640 lb. (DF/SP) and 460 lb. (SPF/HF). 6. 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. .7. LTA2 allowable uplift on SP is 1,350 lb.for perpendicular-to-wall installation and parallel-to-wall installation. 8. Minimum fc=2,500 psi.Minimum f.=1,500 psi. 9. The HM9KT and HGAMIOKTA are kits with (20) HM9 and (10) HGAMIO connectors packaged with Simpson Strong-TieO Strong-DriveO SDS Heavy-Duty Connector screws and 21/4"and 2%"TitenO 2 screws, respectively. Titen 2 screws for concrete installations sold separately) LTA2 W 6e 7 414- HM9 3111e L EMIL typ Pilot We HGAM10 not typ mr0red HTSM20 MTSM16 PTSM20 similar) (HTSM16 simffar) FIGURE 1: MTSM HTSM I HIV191 HGAMIO ir LTA2 Dimensions .Page 8 of 16 Simpson Strong-Tie DocuSign Envelope ID:78BB1BB8-A83D-425B-B901-BEBDOF5889B9 Moisture barrier not shown Ft Moisture barrier \� not shown F2 f5 mbar k. min. Moisture barrier �• not shown A - ' #5 rebar mia w ' Typical MTSM20 #s rebar min. HM9Attaching Installation HGAM10 Installed Truss to Masonry into Masonry Moisture barrier f not shown(typ.) i 1 H s 5 rebar /5 Flanges face in R1111. min.in. min.edge distance=IW LTA2 Perpendicular-to-Wall LTA2 Parallel-to-Wall Installation Installation FIGURE 2: MTSM/HTSM/HM9/HGAM10/LTA2 Installation Details iS• Molslum barrier notshoYm N I+ F2 See mote 9 i foredoe . distance4. �dmefi Typical META Typical HInstalltlo� HETAL Installed with TSS m. FIGURE 3: META/HETA/HHETA/HETAL Dimensions and Installation Details Page 9 of 16 Simpson Strong-Tie DocuSign Envelope ID:78BB1BB6-A83D-425B-B9D1-BEBDOF5889B9 TABLE 2:META,HETA,HHETA,and HETAL Dimensions,-Fasteners,and Allowable Loads META12 8 7 1,420 6 1,450 META16 12 8 1,450. 6 1,450 META18 14 8 1,450 6 1,450 META20 18 16 7 1,420 5 1,210 _340 770 8 1,450 6 11450 META22 18 8 1,450 6 1,450 META24 20 8 1,450 6 1,450 META40 36 8 1,450 6 1,450 HHETA16- 12 10 2,120 9 2,120 9 1,935 8 2,030 HHETA20 14 16 10 2,120 9 2,120 3407 770 HHETA24 20 10 2,120 9 2,120 HHETA40 36 10 2,120 9 _2,120 HOW < < 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. The META, HETA,and HHETA, require the lowest four nail holes be filled. 3. Five nails must be installed into the truss seat of the HETAL. 4. F, load towards face of HETAL is 1,870 Ib. 5. Minimum fc=2,500 psi. Minimum fm=1,500 psi. 6. It is acceptable to use a reduced number of fasteners in any model listed provided that there is a reduction in uplift load capacity.The load per nail can be approximated 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) 10dx1'/2"fasteners are used with the META anchor. 7. The HHETA allowable F, load can be increased to 435 Ib. if the strap is wrapped over the truss and a minimum of 12 nails are installed. 8. Straps-do not have to be wrapped over the truss/rafter to achieve tabulated loads unless specifically noted otherwise. 9. 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:78BB1BB6-A83D-125B-B9Dl-BEBDOF5889B9 TABLE 3:DETAL20 and Double META,HETA,and HHETA Fasteners and Allowable Loads DETAL20 1 GFCMU 18 2,480 2,0005 1,370 — — — — Concrete 18 2,480 -2,000 1 1,465 — — — — META 2 GFCMU 10 1,875 14 1,795 1,2857 1,080 Concrete 10 1,875 14 2,435 1,2857 1,080 HETA 2 GFCMU 10 1,920 Refer to Table 26 12 2,365 1,3507 1,430 Concrete 10 11920 12 2,560 1,3507 1,430 HHETA 2 GFCMU 10 1,920 12 2,365 1,3507 1,430 Concrete 10 1,920 14 3,180 1,3507 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 fc=2,500 psi. Minimum fm=1,500 psi. 3. Install with spoons facing outward and spaced no more than %a'wider than the truss width. 4" The DETAL20 requires(6)1Odx1%'nails in the truss seat and(6)10dx1%Z'nails into each strap.For all other models, install half of the required number of fasteners in each strap" 5. F, loads for the DETAL20 in GFCMU may cause an additional 1/32"deflection beyond the standard%a'limit. 6. Lateral loads for double META, HETA, and HHETA apply only to 2- or 3-ply applications with anchors spaced a minimum of Y apart.For 1-ply applications,use lateral loads in Table 2.DETAIL lateral loads apply to 1-ply application. 7. F, loads for double META, HETA,and HHETA may cause an additional 1/16"deflection beyond the standard%a".limit when the straps are installed not wrapped over the heel as shown. Moisture harrier I not shown(typ.) yaw• Typical DUAL Installation 4% •I.�°k #5 rebar 15 rebar x `. e^ zy, mh s * 4 4` Stra s may be installed straight Typical Installation y,. or wrapped over to achieve listed loads DETAL20 U.S.Patent 7.987.636 with Two METAS FIGURE 4: DETAL20 Dimensions and Double META/HETA/HHETA Installation Detail Page 11 of 16 Simpson Strong-Tie DocuSign Envelope ID:78BB1BB6-A83D-4258-B9DI-BEBDOF5889B9 TABLE 4:MSTAM.and MSTCM Dimensions,Fasteners,and Allowable Loads MSTAM24 18 .1'/4 24 (9)1Od (5)'/;'X2'/;' (5)'/4"X13/4" 1,3754 1,460 MSTAM36 , 16 1% 36 (13)1Od (8)'/4"X2'/4" (8)'/4"X13/4" 1,870 1,870 MSTCM40 16 3 40'/4 (26)16d Sinker (14)'/4"X2'/4" (14)'/;'X13/4" 4,220 4,220 MSTCM60 16 3 59%. (26)16d Sinker (14)'/;'X2'/4" (14)'/;'X1Y4" 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 fc=2,500 psi. Minimum fm=1,500 psi. 3. Minimum edge distance for Titen 2 screw is 1'/".Titen screws of the same diameter and length may be substituted for the tabulated Titen 2screw 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 Ib.if installed with original Titen screws. 1W 1 L 40'/: 17N t ti } 2•rYp' � " M87rCM40 Typical MSTAM36 MSTAM36 (00WA4STCM Installation FIGURE 5: MSTAM/MSTCM Dimensions and Installation Details Page 12 of 16 Simpson Strong-Tie DocuSign Envelope ID:78BB1BB6-A83D-425B-B9D1-BEBDOF5889B9 TABLE 5:FGTR,FGTRHL,and FGTRHR Fasteners and Allowable Loads FGTR 1 (18)Y4"x3" (2)'/z"X5" 417256 3,400 2 (36).'/<"x3" (4)1/2"x5" 8,885 6,395 FGTRHUR 1 (18)'/:'x3" (2)Yz"x5" 3,635 2,615 _ Notes: 1. Uplift loads have been increased 60%forwind loading as permitted bythe 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 Titen HD anchor is 4". 4. Titen HD anchors should be spaced in eve other hole on the art. P every P 5. Attached members must be designed to resist the applied loads. 6. Uplift for FGTR corner installations shall be limited to 4,425 Ib. 7. Minimum fc=2,500 psi. Minimum Pm=1,500 psi. - /Nos�\ L Shaded cells r' grouted and reinforced per \ Designer(min.) 16"min. from end of wall Shaded cells grouted and Install reinforced per 16"min. Install Tien HDs Designer(mirp 4 from end Then HDs in every 4'Typ of wall in every other hole �> other hole an the part 2• 3. on the part - FGTR FGTRHL Installation U.S.Patent Typical FGTR 7,891,144 Single installation (FGTRHR similar) g• I #s rebar Imo- (min•) Shaded cells grouted dper Desi er ..4 (mm•) #5 rebar (m n•) � 16"min. from end + of wall v >t 18"min. Ulstall Shajalls�and from and Titer HDs gro of wall in every other hole reinforced on the part n.) Typical FGTR Double Installation FGTR Comer Installation FGTR Comer IrmtBoation Pip Wew) FIGURE 6: FGTR/FGTRHL/FGTRHR Dimensions and Installation Details Page 13 of 16 Simpson Strong-Tie ruSignEnvelope ID:78BB1BB6-A83D-425B-B9D1-BEBDOF5889B9 TABLE 6:LGT,MGT,VGT,VGTL,and VGTR Fasteners and Allowable Loads Wood (16)16d Sinker (14)16d Sinker — 1,885 1,620 LGT2 1 2 GFCMU (7)'/4'x2'/4' 7004 1704 or Conc: (16)16d Sinker — Titen 22,E 2,030 1,750 Wood (12)1/4"x2'/2"SDS (21)16d Sinker 3,480 2,505 LGT3-SDS2.5 1 3 GFCMU , , „ Titen HD (4)'/NY 795 385 or Conc. (12)/4 x2/z SDS — 3,285 2,365 Wood (16)'/;'x3"SDS (30)16d Sinker — 4,060 2,920 LGT4-SDS3 1 4. GFCMU (4)%"x5" 2,0005 6755 or Conc. (16)'/4'x3"SDS — Titen HD 3,285 E33 MGT 1 2(min) Both (22)10d (1)%"anchor 3,965 — — 1 2(min) Both (16)'%xT SDS (1)%"anchor 4,940. — — VGT 2 I(Tin) Both (32)1/4"x3"SDS (2)%"anchors 7,185 5,170 — — 3(min) Both (32)'/4'x3"SDS (2)s/a"anchors 8,890 6,400 — — VGTUR 1 2(min) Both (16)'/4'x3"SDS (1)%"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'/4'x1'/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 W 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 f.=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 maybe substituted for the tabulated Titen 2 screw size with no change in allowable load. Moisture barrier * t, 19,h• net shown J fBfYdr M. r . .••. �i/► Typical LGT2 Installation Typical LGT2 Wood Installation into Masonry FIGURE 7: LGT2 Dimensions and Installation Details Page 14 of 16 Simpson Strong-Tie . DocuSign Envelope ID:78BB1BB6-A83D-425B-B9D1-BEBDOF5889B9 LGT3.10` LGT4LGT3�S LnT4.6me (See optlaris) LGT3<4�R LGT4=4W LGT3 s 141W LGi4=1555e F Typical LGT3-SDS26 LGT3 6w Wood Installation LGT4=�' LGT3-SDS2.5 (LGT4S=OnW FIGURE 8: LGT3/LGT4 Dimensions and Installation Detail Install a minimum nal Into AAobdrrc of the face barrier rdshwm tnsWl a 141%. minlmun 11/4 of(6y l Od �� .� m s ittm <"�-y-yam the tace y s 11/4* >_- 15 mbar MIR.. a Typical MGT Installation Typical MGT Installation with HDU4 FIGURE 9: MGT Dimensions and Installation Details �—3' 23i TjJ-176' 4Y< W 31'3fb� Y VGT NNW .�}F S�$�� ,*,. �„-".-"•_e 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-425B-B9D1-BEBDOF5889B9 11. REFERENCES: Florida Buildinq Code, Building 6t' 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.6t' Edition (2017) R101.2.1 Scope R4405 HVHZ Concrete R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood Standards AISIS100 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. oecusi3O!!1P p 0961092f a4MS544jr - +�•' STATE OF 4U G©. ` 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