DROP-IN Internally Threaded Expansion Shell …

1 135C-SAS-2007 2006 SimpSon Strong-tie CompAny, Anchors DROP-IN anchors are Internally Threaded deformation controlled Expansion anchors with a preassembled expander plug, suitable for flush mount applications in solid base materials. the anchor is set by driving the Expansion plug towards the bottom of the anchor using the setting tool. DROP-IN anchors are also available in coil- Threaded versions for x" and " coil Threaded rod. the Lipped DROP-IN (DiAL) features a lip at the top of the anchor body that keeps the top of the anchor flush with the concrete. this eliminates the need for precisely drilled hole depths and allows for easier flush installation, consistent embedment and uniform rod lengths.

2 The " Short DROP-IN Anchor (DiA37S) is for use in solid and hollow concrete. the short length permits shallow embedment, thus avoiding drilling into rebar or prestressing strands. the wide surface flange allows the DiA37S to be installed in deep or bottomless holes. MATERIAl: Carbon and stainless steel (DiA37S available in zinc plated carbon steel only) FINISH: Carbon steel: Zinc plated INSTAllATION: Drill a hole in the base material using the appropriate diameter carbide drill bit as specified in the table. Drill the hole to the specified embedment depth plus " for flush mounting.

3 Blow the hole clean using compressed air. overhead installations need not be blown : oversized holes will make it difficult to set the anchor and will reduce the anchor's load capacity. insert anchor into hole. tap with hammer until flush against surface. Using the DROP-IN setting tool, drive expander plug towards the bottom of the anchor until shoulder of setting tool makes contact with the top of the anchor. CODES: DROP-IN : City of rr2 682; Florida FL 5 ; Dade County, FL ; Factory mutual 3017082; Underwriters Laboratories File ex3605. meets requirements of Federal Specifications A-A-5561 , type i.

4 Short DROP-IN : Factory mutual 3017082 & Underwriters Laboratories File ex3605. the Load tables list values based upon results from the most recent testing and may not reflect those in current code reports. Where code jurisdictions apply, consult the current reports for applicable load values. TEST CRITERIA: the DROP-IN anchor has been tested in accordance with iCC-eS's Acceptance Criteria for Expansion Anchors in Concrete and masonry elements (AC01). iCC-eS report eSr-1396 recognizes the DROP-IN anchor for the following: Seismic/Wind Loading Combination tension and Shear Loads Critical and minimum edge Distance and Spacing SUGGESTED SPECIFICATIONS: DROP-IN anchors shall be Internally Threaded , expanding Shell anchors.

5 The anchor Shell shall be zinc plated carbon steel with a minimum 70,000 psi tensile strength, type 303 or 316 stainless steel, as called for on the drawings. DROP-IN anchors shall meet Federal Specification A-A-5561 , type i. Anchors shall be drop -ins from Simpson Strong-tie, pleasanton, CA. Anchors shall be installed following Simpson Strong-tie's instructions for Sequence (Short DROP-IN similar)Material Specificationsnote: DiA37S, DiA50C and DiA75C are not available in stainless MaterialZinc PlatedCarbon SteelType 303 Stainless SteelType 316 Stainless SteelAnchorBodyMeets minimum70,000 psi tensileAISI 303.

6 Meetschemical requirementsof ASTM A-582 ExpanderPlugMeets minimum50,000 psi tensileAISI 303 ThreadUNC 2B/Coil ThreadType 316 Type 316 Type 316 UNC 2 BDrop-InCoil Thread drop -InLipped drop -InShort drop -Inthe anchor is fully expanded when the shoulder of the setting tool makes contact with the top of the Internally Threaded Expansion Shell Anchor136C-SAS-2007 2006 SimpSon Strong-tie CompAny, Anchors1/4 DIA25 DIA25 SSDIA256SS3/8201100500 DIA37 DIA37 SSDIA376SS1/2161 1/2502501/2 DIA50 DIA50 SSDIA506SS5/8132502005/8 DIA62 DIA62SS7/8112 1/2251003/4 DIA75 DIA75SS 1103 1/82080 QuantityBolt Threads(per in) RodSize(in)BodyLength(in) Ctn Drill BitDiameter(in)303 StainlessModel No.

7 316 StainlessModel No. 3/8 BoxCarbonSteelModel Product Data - Carbon and Stainless Steel1/4 DIAL253/8201100500 DIAL371/2161 1/2502501/2 DIAL505/813250200 QuantityBolt Threads(per in) RodSize(in)BodyLength(in) Ctn Drill BitDiameter(in)3/8 BoxCarbonSteelModel DROP-IN Product Data3/8 DIA37S11/2163/4100500 QuantityBolt Threads(per in) RodSize(in)BodyLength(in) Ctn Drill BitDiameter(in)BoxCarbonSteelModel DROP-IN Product Data1/2 DIA50C15/86250200 DIA75C1153 1/82080 QuantityBolt Threads(per in) RodSize(in)BodyLength(in) Ctn Drill BitDiameter(in)3/4 BoxCarbonSteelModel Thread DROP-IN Product Data1.

8 A dedicated setting tool is included with each box of the DiA50C and DiA75C accept x" and " coil thread rod, drop -InShort drop -InDrop-In Setting Tool Product useWithBoxQtyDIAST25 DIA25, DIAL2510 DIAST37 DIA37, DIAL3710 DIAST50 DIA50, DIA50C, DIAL5010 DIAST62 DIA625 DIAST75 DIA75, DIA75C5 Standard Setting Tool1. Setting tools sold separately except for Setting tools for use with carbon and stainless steel DROP-IN DROP-IN DimensionsCoil Thread drop -InDROP-IN Internally Threaded Expansion Shell Anchor137C-SAS-2007 2006 SimpSon Strong-tie CompAny, AnchorsTension Loads for DROP-IN (Carbon and Stainless Steel) and Lipped DROP-IN (Carbon Steel) Anchors in Normal-Weight ConcreteRodSizein.

9 (mm)Drill in.(mm)Ultimatelbs. (kN)Std. Dev. lbs. (kN)Allow. lbs. (kN)Allow. lbs. (kN)Ultimate lbs. (kN)Std. Dev. lbs. (kN)Allow. lbs. (kN) 1/4 1 1,4002013504051,840451460( )(25)( )( )( )( )( )( )( ) 3/8 1 1/2 2,4002516007953,960367990( )(38)( )( )( )( )( )( )( ) 1/2 2 3,3203728301,1786,1004221,525( )(51)( )( )( )( )( )( )( ) 5/8 2 1/2 5,0406891,2601,7158,6809712,170( )(64)( )( )( )( )( )( )( ) 3/4 3 8,1609612,0402,36510,7601,6962,690( )(76)3 4 1/2 6 7 1/2 9 (229)( )( )( )( )( )( )( ) 3/8 1/2 5/8 7/8 1 Tension Loadf'c >= 2000 psi ( MPa)Concrete f'c >= 3000 psi( MPa) Concretef'c >= 4000 psi ( MPa)ConcreteCriticalSpacing in.

10 (mm)(102)(152)(203)(254)(305)CriticalEdg eDist. in.(mm)(76)(114)(152)(191)4 6 8 1012 Shear Loads for DROP-IN (Carbon and Stainless Steel) and Lipped DROP-IN (Carbon Steel) Anchors in Normal-Weight Concrete1. the allowable loads listed are based on a safety factor of . Allowable loads may be increased by 16% for short-term loading due to wind or seismic forces where permitted by the allowable loads listed are based on a safety factor of . Allowable loads may be increased by 33 c% for short-term loading due to wind or seismic forces where permitted by refer to allowable load adjustment factors for edge distance and spacing on page (mm)Drill (mm)Ultimate lbs.