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REV-18-2296Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING 1 AUG 2 8 018 FBC 20 Master Permit No. �U_ o3q Sub Permit No. i T-y I $ - 2.Z-9 6 ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade zip: 33 i SQ Folio/Parcel#: • 3 /O/ . O the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: N0jet FFE: OWNER: Name (Feet Simple Titleholder): Gai �—i/ Of 6r e 0*1 �Y.i Phone#: 305- 07� Or Address: l�v NW 7 a St City: State: F.1- Zip:'/S`O Tenant/Lessee Name: Phone#: Email:QQ�� y CONTRACTOR: Company Name: 1TI1'f/ 11"�i�.0�9>� ) �� • Phone#: �7CJ� Z-! 4 `-t q03 Address: 1111 N f- 12> -A- City: HA11 Wt>4-(z • State: FL • Zip: 331717q Qualifier Name: JORN DUC; R . Phone#: State Certification or Registration #: C&Ci * 1 S (3'6$S Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: i Value of Work for this Permit: $ Square/Linear Footage of,Work: ** p ,f Type of Uyork u YAddition ❑;,Alteration ❑ New �'�❑, Repair/Replace Description, of llkzY Sped,fyA o�or o ,color th* tile: ..119, Submittal Fee $ Permit Fee e=io • (a3 Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $K-?() . C3 Training/Education Fee $ CCF DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ ' - I , CO 9 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING'TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.' IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." , Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding $2500, the •applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. i Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 2 day of , 20 l8 by S��Y�IiG �7/Qrfi who is personally known to me or who has produced , -m icau✓M as identification and who did take an oath. ��►0 CARLOS R%M. A NOTARY PUBLIC: * * My COMMISSION# FF 2IMS EXPIRES: Apr# a, 2019 . O / p'M1cl^ Th^+BudgatNemYSaMOw , Sign: Print: e- Al- j ("e C Pam..!-ff. j�ftuw Signature CONTR CTOR The foregoing instrument was was acknowledged before me this Jday of �V Cf 20 i 8 by TO 1*%U � , who is personally known to me or who has produced yj as identification and who did take an oath. NOTARY PUBLIC: CARLOSMMU * o My COMMISSION 0 FF 217605 EXPIRES: 2019 Sign: C_rr�` 4,;-, ft9UdgWN6Wy3 m Print: Seal: Seal: * MYCOMMISSIONSFF217EOb M'd EXPIRES: Apr# 0. 2019 ?ofW 6aWdTJft&N"Ne"581 aee p APPROVED BY s Plans Examiner Zoning 1 Structural Review Clerk 099 (Revised02/24/2014) Florida Building Code Online BCIS Home ( Log In ' User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search iup product Approval USER: Public User E, Product Aooroval Menu > Product or ARolication Search > Application List Search Criteria Code Version 2017 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ : • • Impact Resistant ALL Design Pressure Other ALL Search Results - Applications Refine Search 11473 ALL ALL ALL ALL • • ALL •••• ALL ••••�• •�••�• ALL •• Manufacturer Vla b0 *; %tatusT FL11473-114 Revision Simpson Strong -Tie Co. Ted Wrhgq,'PE ' eMproved. . History Category: Structural Components (305) 8 8 4707 Subcategory: Wood Connectors • is -Approved b DBPR. Approvals b DBPR shall be reviewed and ratified b the POC and/or the Commission if necessary. ' PP Y PP Y Y / rY• •••••• • • • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • • • The State of Florida is an AA/EEO employer. QR right 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: WE ® RR Credit Card Safe http://www.floridabuilding.org/pr/pr_app_lst.aspx 1 /1 8/21/2018 Florida Building Code Online «+. BCIS Home Log In I User Registration ( Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map I Links Search b Ora product Approval V..USER: Public User 3�m Product AQproval Menu > Product or AQplication Search > 9Q12lication List > Application Detail FL # FL11473-R4 A� Application Type Revision Code Version 2017 Application Status Approved Comments Archived L1 Product Manufacturer Simpson Strong -Tie Co. ; �' • • �; Address/Phone/Email 2221 Country Lane 0 ' . 00 . 0. � McKinney, TX 75070 • • • • • • • • • • •' • % (800) 999-5099 Ext 3027 000000 • • • kcullum@strongtie.com • 0 0 •••• • •• ••••• Authorized Signature Keith Cullum • • • • • • • • • • •: • • kcullum@strongtie.com • •••••• • • Technical Representative Keith Cullum : • • 000009 Address/Phone/Email 2221 Country Lane • • • • • McKinney, TX 75069 �•�� •• • 9��9 (800)999-5099 Ext3027 • • • 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 Architect or a Licensed Florida Professional Engineer tJ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Jeffrey P. Arneson 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 I, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL11473 R4 COI Arneson Cert of Independence 2017-10-06.odf Standard Year AISI S100 2012 ANSI/AWC NDS 2015 ASTM D7147 2005 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuEl9bVi KyWeNZL6yZYfZocVXI W luhj2PvMQ%3d%3d 1 /3 8/21/,2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/06/2017 10/20/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 11473.1 DETAL20 Double Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19.pdf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Design Pressure: N/A Other: Created by Independent Third Party: Yes • • • • Evaluation Reports • • FL11473 R4 AE SIM2017a1 Sealed 2017-10 19.pd Created by Independent Thi?dParty: Yes 11473.2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor • • •' • • • • Limits of Use Installation Instructions• • • • • Approved for use in HVHZ: Yes FL11473 R4 II SIM20170IVetfed 2017 *10-1Vl2d Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Keith Cullum, RE!'PM46 (CAi • • • • • • • Created by Independent TpiatRarty: Yes • • • *sees Design Pressure: N/A Other: Evaluation Reports **sees 0 9 FL11473 R4 AE SIM201701 Sealed 2017-10-19.(df Created by Independent TNird Parly: Yes .•..;. "" 11473.3 HETA12, HETA16, HETA20, HETA24, **ease Embedded Truss Anchor ' • ' ' • ' • HETA40 ••�•� Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19.pdf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11473 R4 AE SIM201701 Sealed 2017-10-19.pdf Created by Independent Third Party: Yes 11473.4 HETALI2, HEfAL16, HETAL20 Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19.pdf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11473 R4 AE SIM201701 Sealed 2017-10-19.pdf Created by Independent Third Party: Yes 11473.5 HGAM10, HM9 Masonry retrofit connector Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19.pdf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Multiple/additional connectors required to achieve 700 FL11473 R4 AE SIM201701 Sealed 2017-10-19.p! f Ibs uplift in HVHZ when using HGAM10 to anchor SPF Created by Independent Third Party: Yes truss/rafter to wall. 11473.6 HHET'A16, HHETA20, HHET'A24, Heavy Embedded Truss Anchor H H ET'A40 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19.pdf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11473 R4 AE SIM201701 Sealed 2017-10-19.pdf Created by Independent Third Party: Yes 11473.7 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown hftp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuEl9bViKyWeNZL6yZYfZocVX[Wluhj2PvMQ%3d%3d 2/3 8/21 /2018 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Florida Building Code Online Installation Instructions FL11473 R4 II SIM201701 Sealed 2017-10-19.pdf Verified By: Keith Cullum, P.E. 76846 (CA) Created by Independent Third Party: Yes Evaluation Reports FL11473 R4 AE SIM201701 Sealed 2017-10-19.pdf Created by Independent Third Party: Yes 11473.8 LTA2 Lateral Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19.pdf Verified By: Keith Cullum, P.E. 76846 (CA) Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11473 R4 AE SIM201701 Sealed 2017-10-19.pdf Created by Independent Third Party: Yes 11473.9 META12, META16, META18, META20, Embedded Truss Anchor META22, META24, META40 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19.pd Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes • • • • Design Pressure: N/A Other: Evaluation Reports • • 600000 •. • • FL11473 R4 AE IM 7 e le 2 17-1 - pi f • Created by Independent ThiFcr Pa y: Yes . . • 11473.10 MGT, VGT, VGTL, VGTR Girder Tiedown Go*;** ` • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Installation Instructions• • • • • FL11473 R4 II SIM201701*eetred 2017-10-b!W ";• Verifled By: Keith Cullum, REP?"6 (CA�•• I ***a Created by Independent Tbilillj 9asty: Yes • •' • • • • • • Design Pressure: N/A Other: Evaluation Reports 000900 • • FL11473 R4 AE 17l1 1 pdf •••• endeIM Created by Indepnt T Ird Park: Yes • • • • • • 11473.11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry •• ' •`••'• ' •• • Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19.pdf Verified By: Keith Cullum, P.E. 76846 (CA) Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11473 R4 AE SIM201701 Sealed 2017-10-19.pdf Created by Independent Third Party: Yes 11473.12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11473 R4 II SIM201701 Sealed 2017-10-19.pdf Approved for use outside HVHZ: Yes Verified By: Keith Cullum, P.E. 76846 (CA) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11473 R4 AE SIM201701 Sealed 2017-10-19.pd Created by Independent Third Party: Yes Back Fe.1t Contact Us :: 2601 Blair Stone Road,. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CjQpyright 2007-2013 State of Florida.:: P[iv y 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: ® W OWES,] ®_ p Credit Card Safe hftp://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuEI9bViKyWeNZL6yZYfZocVXIWluhj2PvMQ*/a3d*/a3d 3/3 DocuSign Envelope ID: 78BB1BB6-A83D-425B-B9Dl-BEBDOF5889B9 Jax Apex Technology, Inc. 4745 Sutton Park Court, Suite 402 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 empid�4416f Jax Aid Technology, Inc. (Apex Technology) has reviewed the data submitted for compliance MM the Florida Building Code. Neither Jeffrey P. Arneson, nor Apex Technology, are responsible �Vr any errors or• omissions to any documents, calculations, drawings, specifications, tests, or sum§riffs prepared and submitted by the design professional or preparer of record who are listed in t4e,;Astanti��Mge 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, HETA40, 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-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 10dx1'/2' nails, and fasten to masonry with '/4'x2'/4" Titens or Titen® 2 screws, or to concrete with '/4"xl%" Titen or Titbr% screws. MTSM twist straps are manufactured from 16 gauge steel meeting AS'11V1 A653 SS Grade 33 with a G90 galvanized finish. HTSM Mist *straps- are - manufactured from 14 gauge steel meeting ASTM A653 SS Grade 4D-with a.626 galvanized finish. Twist strap fastener schedules, dimensions, anq VJIQwable-loads are shown in Table 1. See Figures 1 and 2 for additional details. 0 0 0 0 0 0 ; •- 4.2 HM9 Hurricane Tie. The HM9 is used to anchor wood trusses, rafters; or jols#c'te masonry or concrete. The HM9 fastens to the wood member vAtti-V#N1'/2' Iomg Strong -Drive® SDS Heavy -Duty Connector screws and fastens to -masonry witin 1° 7 n ® ® � n 3 •---• /< x2/< Titer or Titer 2 screws, or to concrete with /o x1 .9 TiJ@Q or Titer 2 screws. The HM9 is manufactured from 18 gauge steel meeting -ASTM A6P15- Grade 33 with a G90 galvanized finish. Hurricane tie fastener schedule, dimenstdnS, 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 '/"x23/4' Titen® or Titen® 2 screws, or to concrete with '/4'x 13/4" Titen or Titen 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 10dx1'/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'/2' nails or to 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 V/8' 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 10dx11/2" nails. It is embedded in the masonry or concrete to a depth of 4'/2'. The strap portion of the anchor is 1'/s" 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 strap4; ere used to provide a tension connection between wood members and a masenpr or conoreta structure. The MSTAM straps are 1'/4" wide for use on single•Lx•tind thicker members. They fasten to the wood member with 10d common na11S'agd fasts t0, masonry with'/4'x2'/4' Titee or Titen® 2 screws, or to concrete with''i4,)?I%' Titen bT Titen 2 screws. The MSTCM straps are 3" wide for use on double 2X 3r singWO. and larger members. They fasten to the wood member with 16d sinker nails'3na fasten to masonry with /4 x2/a Titen or Titen 2 screws, or to concrete v0lth /ax 1 /� Titen or Titen 2 screws. The MSTCM straps have countersunk na�l slots for ++&;- nailing profile and coined edges for safer handling. MSTAM and M$TCPM strap§ jarp manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, with a.Q9Q• 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® SIDS Heavy -Duty Connector screws and the strap fastens to masonry or concrete with '/z"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 Al011 Grade 33 steel and the plates are made from 3 gauge ASTM Al011 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%" Titen® or Titen® 2 screws, or to concrete with '/4'x1W 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 Wx5" 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 8 for 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 16d sinker nails. For masonry or concrete applications, it is fastened with WxY Titen HD® Heavy -Duty Screw Anchors. The LGT4-SD83 is. manufactured from 12 gauge steel meeting ASTM A653 SS Gratle 46•with a *dgb galvanized finish. Allowable loads and fastener schedule are shovirilrl able 9.•`eg• Figure 8 for additional details. • • y •, • .... .. . 4.12 MGT Medium Girder Tiedown. The MGT is used to anchor a mUiepVwooCCtrGss or beam (minimum 3" wide) to wood, concrete, or masonry. The UGT.fastens tothe wood truss or beam with 10d common nails. A minimum of six nails.musl be inle Alhe' face of the truss or beam adjacent to the MGT. A minimum of fourq,eils•rinust be into the top of the truss. The base of the MGT is designed for a single Y;' diameter ap&l, bolt or rod. For masonry or concrete applications, this W anchor Snugt tie designed by the building designer to provide at least as much capacity as iS•regtaired 9f tbA• 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 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 '/4'X3" long Strong - Drive® SDS Heavy -Duty Connector screws. The base of the VGT is designed for a single W 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-425B-B9DI-BEBDOF5889B9 5. MATERIALS: 5.1 5.2 5.3 5.4 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. • .... Wood. Wood members to which these connectors are fastened shOpe solid Wrre lumber, glued -laminated lumber, or structural composite lumber ha4h dimensiors consistent with the connector dimensions shown in Tables 1 fttl.l�% 6. UVPss, otherwise noted, lumber shall be Southern Pine (SP) or Doug lag riF-Larch'(DF? having a minimum specific gravity of 0.55 or 0.50, respectively. 1NfierelAdicatea%�* SPF, lumber shall be Spruce -Pine -Fir having a minimum specific gra viV of 0.42 Concrete/Masonry. Concrete and masonry design specifications shall bi.#4• stricter of the specifications by the engineer of record, the Florida,gunding ggde minimum standards, the following, or as noted in the report: • Material Specification Minimum Compressive Strength Concrete, fc - 2,500 psi Masonry, f m ASTM E447 1,500 psi Masonry Unit ASTM C90 1,900 psi Mortar ASTM C270 Type S 1,800 psi or by proportions) Grout ASTM C476 2,000 psi or by proportions) Nails. Unless noted otherwise, nails shall be common nails. Nails shall comply with ASTM F1667 and shall have the minimum bending yield strengths Fyn: Nail Pennyweight Nail Shank Diameter inch Nail Length inch(psi) Fyn 10d x 1'/z 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 Al53 or steel mechanically galvanized in accordance with ASTM B695, 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: 78BB11366-AM-42513-69D1-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. 00*0 49 5.6 Titen® 2 and Titen® Concrete and Masonry Screws. Titen® 2:5gr4IIs shovj�Q 19 Tables 1, 4 and 6 and Figures 2, 5, and 7 shall be Simpson St Qgg-.Tie Tttep•?• Concrete and Masonry screws as recognized in FL16230. Insta{latidnshall 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 ane-NecogniieNP* FL2355. Installation shall be as specified in FL2355. • • • • • • • • • ... .. . 5.7 Titen HD® Heavy -Duty Screw Anchors. Anchors shown in T�k 491 and ;arid Figure 6 shall be Simpson Strong -Tie® Titen HD Heavy -Duty Screw Anchcrs,tr, masonry or concrete as recognized in FL15730. Installation shallbe al.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 6rn Edition (2017) 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 Product Testing, Inc. L007, L018 HGAM10 Testing Engineers, Inc. H046, H141 META, HETA, Product Testing, Inc. K966, K997, L008, L011, L012, L013, L014, L015, L019, L020, L021, L022, L023, P670, Q219, Q220, 0221 HHETA, HETAL 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. L233, L234, L431, L918 LGT4 Testing Engineers, Inc. 0113, 0393, 0394, 0587 MGT Testing Engineers, Inc. 1134 VGT Testing Engineers, Inc. M950, M985, N074, N075, N142, N149 VGTLIR Testing Engineers, Inc. M988, M989, M990, M991 Page 6 of 16 Simpson Strong -Tie DocuSign Envelope ID: 78BB1BB6-A83D-425B-B9DI-BEBDOF5889B9 8. FINDINGS: The connectors listed in this evaluation report comply with the 6th Edition (2017) Florida Building Code, Building, and 6t" 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. 0000 2. Capacity of wood members is not covered by this report. Capacity gf wgod meV,,erS• must be checked by the building designer. •..• ; o• • 3. Connectors in this report having a galvanized coating thickness less t4ar3 C4185 sh!41jfgt' be installed in contact with preservative -treated wood products that* ate •exposed•to rainfall or ground moisture. 0000 • • 4. Allowable loads for more than one direction for a single connection"oannot be added together. A design load that can be divided into components in the direetonl given rtyyat• be evaluated as follows: • • • • • • • (Design Uplift / Allowable Uplift) + (Design Lateral Parallel to PlatD'/'gltvable • Lateral Parallel to Plate) + (Design Lateral Perpendicular to Plat8 / Alldwabl$... % Lateral Perpendicular to Plate) < 1.0 ' As an alternate, the embedded truss anchors in Tables 2 and 3 can be evaluatedeuosewq• 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: 78BB1BB6-A83D-425B-B9DI-BEBDOF5889B9 TABLE 1: MTSM, HTSM, HM9, HGAM10, and LTA2 Dimensions, Fasteners, and Allowable Loads Fasteners Allowable Loads lb. DF/SP SPF/HF Model No.(in.) Ga.Length Truss/Rafter GFCMU Concrete (160) (160) (Titen®2)s (Titen®2)6 Uplift F1 F2 Uplift F1 F2 MTSM16 16 1 16 7 10dX1'/z" 4 '/4"X2'/4" 4 '/4"x13/a" 830 1203 90 3 715 120 3 90 3 0 16 0 7 10dX1'/2" 4 '/4"x2'/4" 4 '/4"x13/a" 830 715 HTSM16 14 8 10dX1'/z" 4 '/"x2'/4" 4 Wx1%11 1,110 955 HTSM20 14 20 10 10dx1'/s" 4 %N2'/a" 4 '/4"x13/4" 1,110 FQ55 HM99 18 — (4)1/4 'x1'/z" SDS 5 '/4'x2'/4' 5 '/4'x13/4" 760 670 190 760 670 HGAM109 14 — 4 '/4"x1'/z" SDS 4 '/4"x2%" 4 '/4"x13/4" 810 875 1,1055 585. 630 s LTA2 Perp: to -Wall 18 — (10) 10dx1'/i' Embed Embed 1,1807 415 875 • ' �J9p.. 415 „35, Installation • LTA2 Parallel -to -Wall 18 — (10)10dx1'/2' Embed Embed 1,1807 950 220 'g5b'. 800 �*22(r Installation • • • • • • 1. Loads have been increased 60% for wind loading as permitted by the code. No further InCutase perrAttect. Reduce where other loads govern. • • • • • • • 2. MTSM and HTSM do not have to be wrapped over the truss/rafter to achieve tabulated loads. 0 0 • 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 HGAM10 are for one connector. A minimum truss/rafter thickness of 2'%" must b2.L&ft• when framing anchors are installed on each side of the joist or truss. 5. HGAM10 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 1'/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 SIP is 1,350 Ib. 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 HGAM10KTA are kits with (20) HM9 and (10) HGAM10 connectors packaged with Simpson Strong -Tie® Strong -Drive® SDS Heavy -Duty Connector screws and 2'/4" and 2%" Titen® 2 screws, respectively. (1%" Titen 2 screws for concrete installations sold separately) Pilot hole (Np.) fasteners not required 1'/16" m m m o m m' o LTA2 714- m 34e fr �rr — 5. HM9 3" 00 HGAM10 HTSM20 MTSM16 (MTSM20 similar) (HTSM16 similar) FIGURE 1: MTSM / HTSM / HM9 / HGAM10 / LTA2 Dimensions Pag:e8 Dfl 41/8. embedment Simpson Strong -Tie DocuSign Envelope ID: 78BB1BB6-A83D-425B-B9D1-BEBDOF5889B9 Typical MTSM20 Installation H Moisture barrier not shown #5 rebar min. HGAM10 Installed into Masonry Moisture barrier not shown (typ.) ture barrier it shown nin. Moisture barrier not shown • • min. p o #5 rebar F1 min. •w•r HM9 Attaphing • • • • Truss to•Mase*nry .. . � � r Flanges face in #5 rebar #5 rebar min. edge distance =1'h• min. min. LTA2 Perpendicular -to -Wall LTA2 Parallel -to -Wall Installation Installation FIGURE 2: MTSM / HTSM / HM9 / HGAM10 / LTA2 Installation Details S Moisture barrier not sho'r.n See note 9 for edge distance q' I emlme� �&KHETAL Typical META Typical HETA20 Installed with TSS 6` �, Installation I� 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 Model No. Ga. (in) SP Allowable Loads lb. 10dxl%" Nails 1- IY Truss 16d Nails 2- or 3-ply Truss Fi (160) F2 (160) Qty 2 Uplift 160 Qty 2 Uplift 160 META12 18 8 7 1,420 6 1,450 340 770 • 1.• • .... META16 12 8 1,450 6 1,450 META18 14 8 1,450 6 1,450 META20 16 7 1,420 5 1,210 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 6 1,450 HETA12 16 8 7 1,455 7 1,730 41000 340 • • 04, .:.. •••770 •••• •••• •••• HETA16 12 9 1,810 8 1,810 HETA20 16 8 1,655 7 1,730 9 1,810 8 1,810 HETA24 20 9 1,810 8 1,810 HETA40 36 9 1,810 8 1,810 HHETA16 14 12 10 2,120 9 2,120 3407 4 • .• 0 170 HHETA20 16 9 1,935 8 2,030 10 2,120 9 2,120 HHETA24 20 10 2,120 9 2,120 HHETA40 36 10 2,120 9 2,120 HETAL12 16 7 103 1,040 103 1,235 3904 1,040 HETAL16 11 143 1,810 133 1,810 HETAL20 15 143 1,810 133 1,810 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. Fi load towards face of HETAL is 1,870 lb. 5. Minimum f. = 2,500 psi. Minimum f'm = 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) 10dx11/2" fasteners are used with the META anchor. 7. The HHETA allowable F, 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 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'/i' for concrete and 2" for masonry. • • ...... •• ••••• •• • w• ••• • • • • •••••• •w••• • • .w.••w •• . Page 10 of 16 Simpson Strong -Tie DocuSign Envelope ID: 78BB1BB6-A83D-425B-B9D1-BEBDOF5889B9 TABLE 3: DETAL20 and Double META, HETA, and HHETA Fasteners and Allowable Loads Model No. Qt. Application SP Allowable Loads lb. 1- l Truss/Rafter 2- or 3-ply Truss/Rafter 10dx11/2" Nail Qt 4 Uplift F1 F2 16d Nail Qt 4 Uplift F1 F2 GFCMU 18 2,480 2,0005 1,370 — — — — DETAL20 1 Concrete 18 2,480 2,000 1,465 — — — — META 2 GFCMU 10 1,875 Refer to Table 26 1 14 1,795 1,2857 1,080 Concrete 10 1,875 14 2,435 1,2857 1,080 HETA 2 GFCMU 10 1,920 12 2,365 1,3507 1,430 Concrete 1 10 1,920 12 2,560 1,3507 .1743t'. HHETA 2 GFCMU 10 1,920 12 1 2,365 . J 35:7 1.V0 Concrete 10 1,920 1 14 1 3,180 •AeC@7 I '1g43U.' Notes: ...... . 1. Loads have been increased 60% for wind loading as permitted by the code. No further increels%•permitted. duce where other loads govern. 0000 . .. 2. Minimum fc = 2,500 psi. Minimum fm = 1,500 psi. ...... .. . 3. Install with spoons facing outward and spaced no more than '/8" wider than the truss width. ..' ' 0. • 0 • 4. The DETAL20 requires (6) 10dx1'/z' nails in the truss seat and (6) 1 Odx1'/2' nails into each strap.F.4rAl 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 stardard ;/8' limit. • • •: • 6. Lateral loads for double META, HETA, and HHETA apply only to 2- or 3-ply applications with enshors spaced a minimum of 3" apart. For 1-ply applications, use lateral loads in Table 2. DETAIL lateral loads apply to 1*ply applica4i8p. 7. F1 loads for double META, HETA, and HHETA may cause an additional 1/16" deflection beyond the standard %' limit when the straps are installed not wrapped over the heel as shown. Typical DETAIL Installation 00 'y�e ,ass (min.) .; Straps may be installed straight or wrapped over to achieve listed loads DETAL20 U.S. Patent 7,987,636 Moisture barrier not shown (typ.) #5 rebar o r min. a Typical Installation 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-425B-B9D1-BEBDOF5889B9 TABLE 4: MSTAM and MSTCM Dimensions, Fasteners, and Allowable Loads Model No. Ga. W (in.) L (in.) Fasteners Allowable Tension Load (lb.) Nails GFCMU Titens 2 3 Concrete Titen®2 3 DF/SP/SPF/HF 160 GFCMU Concrete MSTAM24 18 1'/4 24 (9) 10d (5)'/4"X2'/4" (5) Y<"X13/4" 1,3754 1,460 MSTAM36 16 1% 36 (13)10d (8)'/4"X2'/4" (8)'/4'x1%" 1,870 1,870 MSTCM40 16 3 40% (26)16d Sinker (14)'/4'X2'/4' (14)'/4'X1%" 4,220 4,220 MSTCM60 1 16 1 3 1 59'/2 1 (26) 16d Sinker 1 (14)'/4'X2'/4' I (14)'/4'xl%" 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 govern. 2. Minimum fc = 2,500 psi. Minimum I'm = 1,500 psi. 3. Minimum edge distance for Titen 2 screw is 1'/2". Titen screws of the same diameter and length mad * * be substituted for the tabulated Titen 2 screw size with no change in allowable load;exaept where •' • • specifically noted otherwise. .• . •• 4. MSTAM24 allowable tension load in GFCMU shall be limited to 1,250 lb. if installed wi"drQ41r1al Titen • • • • • screws. • • • • • • • • • • • • • • • . • • . • • • • • • • • . . • • • • • • • • • • • • •••••• • 000 • • • • • • • • • • 2" MSTAM36 40Y<' 't-1 "V 0 0 o_ o 0 0 O 0 0 3' MSTCM40 MSTCM40 (Other MSTCM similar) Installation )an FIGURE 5: MSTAM / MSTCM Dimensions and Installation Details Page 12 of 16 Simpson Strong -Tie DocuSign Envelope ID: 78BB1BB6-A83D-425B-89D1-BEBDOF5889B9 TABLE 5: FGTR, FGTRHL, and FGTRHR Fasteners and Allowable Loads Fasteners Allowable . Uplift Load lb. Truss I Rafter GFCMU I Concrete DF/SP SPFIHF Model No. atY. (Strong -Drive® SDS) (Titen HD®) (160) (160)' 1 (18)'/4'X3" (2)'/2'X5" 4,7256 3,400 FGTR 2 (36)'/4"X3" (4)'/2"x5" 8,885 6,395 FGTRHLIR 1 (18)'/4'X3" (2)'/2'X5" 3,635 2,615 (votes: 1. Uplift loads have been increased 60% for wind loading as permitted by the code. No 1 jprthei; 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". 000000 '••' 4. Titen HD anchors should be spaced in every other hole on the part. 5. Attached members must be designed to resist the applied loads. 0000 • 6. Uplift for FGTR corner installations shall be limited to 4,425 lb. • • • • • • 7. Minimum fc, = 2,500 psi. Minimum fm = 1,500 psi. • • • • • • • �0 Shaded cells • • A31; grouted and • • • >- reinforced per :' Designer (min.) 4 Typ. FGTR U.S.PatentJ 7,891,144 �I 3 '�� Shaded cells grouted and reinforced per Designer (min.) 4• 1-4 16" min. from and of wall 16" min. — from end 4" min. �. i of wall Install 16' min. Install Titen HI from end Tten HDs in every of wall in every other hi other hole on the f 26, on the part Typical FGTR Single Installation 00 16" from min. from end of wall Install Shaded cells #5 rebar (min.) FGTRHL Installation (FGTRHR similar) #5 rebar (min.) .... ...... . • • • • • .. . • • • • • 00000 00 . • • ..... . 090000 •••••• • • • Shaded cells grouted and reinforced per Designer (min.) Titen HDs grouted andIn o� other reinforced per on the part Designer (min.) Typical FGTR Double Installation FGTR Corner Installation FGTR Comer Installation (top view) FIGURE 6: FGTR / FGTRHL / FGTRHR Dimensions and Installation Details Page 13 of 16 Simpson Strong -Tie DocuSign Envelope ID: 78BB1BB6-A83D-425B-B9DI-BEBDOF5889B9 TABLE 6: LGT, MGT, VGT, VGTL, and VGTR Fasteners and Allowable Loads Model No. Qty' No. of Plies Applica- tion Fasteners Allowable Loads lb. Uplift 160 Lateral 160 Truss /Rafter Wood Studs / Framing GFCMU 1 Concrete DFISP SPFIHF DF/SP/SPF/HF Fi F2 LGT2 1 2 Wood (16) 16d Sinker (14) 16d Sinker — 1,885 1,620 7004 1704 GFCMU or Conc. () 16 16d Sinker — (7) /4 x2/` Titen 2 2.7 2,030 1,750 LGT3-SDS2.5 1 3 Wood (12)'/4"x2'/2' SDS (21) 16d Sinker — 3,480 2,505 795 385 • • • • GFCMU or Conc. (12)'/4"X2'/2" SDS — (4) %"x5" Titen HD 31285 2,365 LGT4-SDS3 1 4 Wood (16)'/d'X3" SDS (30)16d Sinker — 4,060 2,920 • • 2,0005 • • 0000 • t7ii!. • • • GFCMU or Conc. (16)'/4'"x3" SDS — (4) VxY Titen HD 3,285 2,3e5' • MGT 1 2 (min) Both (22) 10d (1) V anchor 3,965 3,334 • 9— •. — 1 2 (min) Both (16)'/d'X3" SDS (1) V anchor 4,940 3,551• — +• VGT 2 2 (min) Both (32)'/4"xY SDS (2) V anchors 7,185 5,170 • — • • •. •; 3 (min) Both (32)'VxY SDS (2) %" anchors 8,890 6,440. .. — VGTL/R 1 2 (min) Both (16)%"x3" SDS (1) V anchor 2,225 1,6-J0 • — —• 2 2 (min) I Both (32)'/4" x3" SDS (2) V anchors 5,545 3,960 • • — — 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'W'x13/4" 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 f� = 2,500 psi. Minimum fm = 1,500 psi. 7. Minimum edge distance for Titen 2 screw is 1''W'. Titen screws of the same diameter and length may be substituted for the tabulated Titen 2 screw size with no change in allowable load. 4' WSW barrier not she #5 11 Typical LGT2 Installation into Masonry Typical LGT2 Wood Installation FIGURE 7: LGT2 Dimensions and Installation Details Page 14 of 16 Simpson Strong -Tie DocuSign Envelope ID: 78BB1BB6-A83D-425B-B9D1-BEBDOF5889B9 LGT3.1G° LGT4 .125A TLGT3=5° f.+ •*�; LGT4=6iA,, I ♦' (see options) LGT3.4W LGT4.414, samvh?,. LGT3=14'�+� LGT4=l 15Y+c` U .• O. ical �DS2 5 LGT3'b1 LGT4 = L.'' rjE 71 Wood Installation ��'�. t-GT3-SDS2.5 • • •' • • (LGT4-SDS3 similar) • • FIGURE 8: LGT3 / LGT4 Dimensions and Installation Detail • • • • • • • • r' • J • • • • • • , \ • •Wiji urn of (6) 10d • • • • • • Moisture barrier • t?d1lmto Wqflce. • • • • • • • • a o o not shown e -*r •.,•� • • ja�rr `. • Insull a minimuin • • 1 1/4' • • • • • • • ofl8}1Gd �' , rYd15 Into the Lace o • • • • • • • 3' min. VGT irebar min. Typical MGT Installation Typical WIT Installation with HDU4 FIGURE 9: MGT Dimensions and Installation Details 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 Buildina Code. Buildina 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 AISIS100 2012 •..... 00 0.. 0. 0 ��•� ANSI/AWC NDS 2015 000*00 •••... ...... • ASTM D7147 2005 • 12.IDENTIFICATION: . •• •. . 0 0 .• Each connector covered by this report shall be stamped with the manufacturer's • name and/or trademark and the product name. DocuSR7! yg„p"r�� i .�R 1Q9616B2K843D8544 o: :irk � '. STATE OF :4U 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