Submittal / Substitution Request Submitted tO: To: ______________________________________________________________________________ Firm: ____________________________________________________________________________ Project: __________________________________________________________________________ Submitted Product: S impSOn StrOng-tie® Set-Xp™ AnCHOring AdHeSiVe FOr CrACked And unCrACked COnCrete Specified Product: ____________________________________________________ Section: ________________ Page: _______________ Detail/Sheet No.: ______________________ Description of Application: ____________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________ _______________________________________________________________________________ _________________________________________________________________________________ Attached information includes product description, installation instructions and pertinent technical data needed for evaluation of the submittal request. Submitted by: Name: ____________________________________ Signature: _____________________________ Firm: ____________________________________________________________________________ Address: _________________________________________________________________________ _________________________________________________________________________ Phone: ____________________________________ Fax: __________________________________ E-Mail: ___________________________________________________________________________ Date of Submittal: ___________________________ FOr ArCHiteCt/engineer uSe: Approved: ______ Approved As Noted: ______ Not Approved: ______ (Please briefly explain why not approved) _________________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ By: _______________________________________ Date: _________________________________ Remarks: _________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ © SIMPSON STRONG-TIE COMPANY INC. 1 Table of Contents Simpson Strong­Tie® SET­XP Anchoring Adhesive Catalog Information      Product Information      Strength Design (SD) Data in Concrete      Estimating Guides ICC­ES ESR­2508  (for Cracked and Uncracked Concrete) City of Los Angeles Research Report RR25744  (for Cracked and Uncracked Concrete) Certificate of NSF 61 approval for potable water applications SET­XP Anchoring Adhesive Safety Data Sheet This product submittal was compiled by the Simpson Strong­Tie Submittal Generator web app and is current as of 8/3/2015.  Information included in this submittal is subject to change; see www.strongtie.com for the latest information. 2 Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry Cracked & IBC® Uncracked SET-XP® CONCRETE 2009 High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete ICC-ES ESR-2508 SET-XP® is a 1:1 two-component, high-solids, epoxy-based anchoring adhesive formulated for optimum performance in both cracked and s e uncracked concrete. SET-XP® adhesive has been rigorously tested in v si accordance with ICC-ES AC308 and 2009 IBC requirements and has e h proven to offer increased reliability in the most adverse conditions, d A including performance in cracked concrete under static and seismic y loading. SET-XP® adhesive is teal in color in order to be identified x po as a high-performance adhesive for adverse conditions. Resin and E hardener are dispensed and mixed simultaneously through the mixing nozzle. SET-XP® adhesive exceeds the ASTM C881 specification for Type I and Type IV, Grade 3, Class C epoxy. USES: When SET-XP® adhesive is used with all threaded rod or rebar, the system can be used in tension and seismic zones where there is a risk of cracks occurring that pass through the anchor location. It is also suitable for uncracked concrete conditions. COdES: ICC-ES ESR-2508; City of L.A. pending; Florida FL 11506.5 NSF/ANSI Standard 61 (216 in2⁄1000 gal). The load tables list values based upon results from the most recent testing and may not SET-XP® 10 SET-XP® 22 SET-XP® 56 reflect those in current code reports. Where code jurisdictions apply, consult the current reports for applicable load values. APPlICATION: Surfaces to receive epoxy must be clean. The base-material temperature must be 50º F or above at the time of installation. For best results, material should be 70–80º F at the time of application. Cartridges should not be immersed in water to facilitate warming. To warm cold material, the cartridges should be stored in a warm, uniformly-heated area or storage container for a sufficient time to allow epoxy to warm completely. Mixed material in EMN22i EDT22S nozzle can harden in 5–7 minutes at a temperature of 40º F or above. dESIgN EXAMPlE: See pages 231, 235–237 SET-XP Cartridge System INSTAllATION: See pages 70–71 ShElf lIfE: 24 months from date of manufacture in unopened side- Capacity by-side cartridge. ounces Cartridge Carton Dispensing Mixing Model No. STORAgE CONdITIONS: For best results, store between 45–90° F. (cubic Type Quantity tool(s) Nozzle inches) To store partially used cartridges, leave hardened nozzle in place. To re-use, attach new nozzle. SET-XP10 8.5 (16.2) single 12 CDT10S COlOR: Resin – white, hardener – black-green. When properly mixed, EDT22S SET-XP adhesive will be a uniform teal color. SET-XP22 22 (39.7) side-by-side 10 EDTA22P EMN22i ClEAN UP: Uncured material – Wipe up with cotton cloths. If desired, EDT22CKT scrub area with abrasive, waterbased cleaner and flush with water. SET-XP56 56 (101.1) side-by-side 6 EDTA56P If approved, solvents such as ketones (MEK, acetone, etc.), lacquer 1. Cartridge estimation guides are available on pages 48–51. c. tThOin CnLeEr AoNr aAdDhHesEiSveIV rEe mFRoOveMr cSaKnI Nb.e Tuaskeed a. pDpOro NpOriTat Ue SpEre ScaOuLtVioEnNsT S 2. Dacecteasilseodr iinefso irsm aavtaioilna bolne odnis ppaegnseisn 7g2 t–o7o7ls., mixing nozzles and other adhesive ny In a when handling flammable solvents. Solvents may damage surfaces to 3. Use only appropriate Simpson Strong-Tie mixing nozzle in accordance with mp which they are applied. Cured Material – chip or grind off surface. Simpson Strong-Tie instructions. Modification or improper use of mixing nozzle Co may impair epoxy performance. e TEST CRITERIA: Anchors installed with SET-XP® adhesive have been g-Ti tested in accordance with ICC-ES’s Acceptance Criteria for Post-Installed Cure Schedule on Adhesive Anchors in Masonry Elements (AC58) and Adhesive Anchors in Str Base Material n Concrete Elements (AC308) for the following: Temperature Gel Time Cure Time pso • Seismic and wind loading in • Long-term creep at elevated- (mins.) (hrs.) m ºF ºC Si cracked and uncracked concrete temperatures 2 1 and uncracked masonry • Static loading at elevated- 50 10 75 72 20 60 16 60 48 © • Static tension and shear loading temperatures 2 in cracked and uncracked 70 21 45 24 01 • Damp holes 2 concrete and uncracked 90 32 35 24 S- A masonry • Freeze-thaw conditions 110 43 20 24 S C- For water-saturated concrete, the cure times are doubled. • Horizontal and overhead • Critical and minimum edge installations distance and spacing SUggESTEd SPECIfICATION: Anchoring adhesive shall be a two-component high-solids, epoxy-based system supplied in PROPERTy TEST METhOd RESUlTS manufacturer’s standard cartridge and dispensed through a static- Consistency ASTM C881 Passed, non-sag mixing nozzle supplied by the manufacturer. The adhesive anchor Glass transition temperature ASTM E1356 155°F shall have been tested and qualified for performance in cracked and Bond strength (moist cure) ASTM C882 3,742 psi at 2 days uncracked concrete per ICC-ES AC308. Adhesive shall be SET-XP® Water absorption ASTM D570 0.10% adhesive from Simpson Strong-Tie, Pleasanton, CA. Anchors shall Compressive yield strength ASTM D695 14,830 psi be installed per Simpson Strong-Tie instructions for SET-XP epoxy Compressive modulus ASTM D695 644,000 psi adhesive. Gel time ASTM C881 49 minutes ACCESSORIES: See pages 72–77 for information on dispensing ChEMICAl RESISTANCE: Very good to excellent against distilled water, tools, mixing nozzles and other accessories. in-organic acids and alkalis. Fair to good against organic acids and alkalis, and many organic solvents. Poor against ketones. For more IMPORTANT – See Pages 70–71 for Installation Instructions 16 detailed information visit our website or contact Simpson Strong-Tie. Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry SET-XP® High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete SET-XP® Epoxy Anchor Installation Information and Additional Data for Threaded Rod and Rebar in Normal-Weight Concrete1 Nominal Anchor Diameter (in.) / Rebar Size Characteristic Symbol Units E 3⁄8 / #3 1⁄2 / #4 5⁄8 / #5 3⁄4 / #6 7⁄8 / #7 1 / #8 1 1⁄4 / #10 po Installation Information xy Drill Bit Diameter dhole in. 1⁄2 5⁄8 3⁄4 7⁄8 1 1 1⁄8 1 3⁄8 Ad Maximum Tightening Torque Tinst ft-lb 10 20 30 45 60 80 125 he s Permitted Embedment Depth Range2 Minimum hef in. 2 3⁄8 2 3⁄4 3 1⁄8 3 1⁄2 3 3⁄4 4 5 ive Maximum hef in. 7 1⁄2 10 12 1⁄2 15 17 1⁄2 20 25 s Minimum Concrete Thickness hmin in. hef + 5do Critical Edge Distance cac in. 3 x hef Minimum Edge Distance cmin in. 1 3⁄4 2 3⁄4 Minimum Anchor Spacing smin in. 3 6 1. The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC308. 2. Minimum and maximum embedment depths are are listed in accordance with ICC-ES AC308 requirements. ** See page 13 for an explanation of SET-XP Epoxy Anchor Tension Strength Design Data for Threaded Rod in Normal-Weight Concrete1,12 the load table icons Nominal Anchor Diameter (in.) Characteristic Symbol Units 3⁄8 1⁄2 5⁄8 3⁄4 7⁄8 1 1 1⁄4 Steel Strength in Tension Minimum Tensile Stress Area Ase in2 0.078 0.142 0.226 0.334 0.462 0.606 0.969 Tension Resistance of Steel - ASTM A193, Grade B7 9,750 17,750 28,250 41,750 57,750 75,750 121,125 - ASTM F1554, Grade 36 4,525 8,235 13,110 19,370 26,795 35,150 56,200 Threaded Rod - Type 410 Stainless (ASTM A193, Grade B6) Nsa lb. 8,580 15,620 24,860 36,740 50,820 66,660 106,590 - Type 304 and 316 Stainless (ASTM A193, Grade B8 4,445 8,095 12,880 19,040 26,335 34,540 55,235 and B8M) Strength Reduction Factor - Steel Failure ϕ — 0.759 Concrete Breakout Strength in Tension (2,500 psi ≤ f'c ≤ 8,000 psi) 15 Effectiveness Factor - Uncracked Concrete kuncr — 24 Effectiveness Factor - Cracked Concrete kcr — 17 Strength Reduction Factor - Breakout Failure ϕ — 0.6511 Bond Strength in Tension (2,500 psi ≤ f'c ≤ 8,000 psi) 15 Temp. Range 1 Characteristic Bond Strength8 τk,uncr psi 1,510 2,250 2,075 1,905 1,730 1,555 1,205 foCro Unncrcertaec2k,4e,5d Permitted Embedment Depth Range MMainxiimmuumm hef in 72 13⁄⁄82 21 30⁄4 132 1 1⁄8⁄2 31 15⁄2 137 3 1⁄4⁄2 240 255 Temp. Range 1 Characteristic Bond Strength8,13,14 τk,cr psi 1,165 995 855 760 700 675 675 for Cracked Minimum 3 4 5 6 7 8 10 Concrete2,4,5 Permitted Embedment Depth Range Maximum hef in 7 1⁄2 10 12 1⁄2 15 17 1⁄2 20 25 c. Temp. Range 2 Characteristic Bond Strength6,8 τk,uncr psi 780 1,160 1,070 980 895 800 625 pany In foCro Unncrcertaec3k,4e,5d Permitted Embedment Depth Range MMainxiimmuumm hef in 72 13⁄⁄82 21 30⁄4 132 1 1⁄8⁄2 31 15⁄2 137 3 1⁄4⁄2 240 255 om Temp. Range 2 Characteristic Bond Strength6,8,13,14 τk,cr psi 600 515 440 390 360 350 350 g-Tie C Cfoorn Ccrraectek3e,4d,5 Permitted Embedment Depth Range MMianxiimmuumm hef in 73 1⁄2 140 125 1⁄2 165 177 1⁄2 280 2150 n o Bond Strength in Tension – Bond Strength Reduction Factors for Continuous Special Inspection n Str Strength Reduction Factor - Dry Concrete ϕdry, ci — 0.6510 o ps Strength Reduction Factor - Water-saturated Concrete ϕsat, ci — 0.4510 m Si Additional Factor for Water-saturated Concrete7 Ksat, ci — 0.57 12 Bond Strength in Tension – Bond Strength Reduction Factors for Periodic Special Inspection 0 ©2 Strength Reduction Factor - Dry Concrete ϕdry, pi — 0.5510 2 Strength Reduction Factor - Water-saturated Concrete ϕsat, pi — 0.4510 1 20 Additional Factor for Water-saturated Concrete7 Ksat, pi — 0.48 S- A 1. The information presented in this table is to be used in conjunction with the design 10. The value of ϕ applies when both the load combinations of ACI 318 Section 9.2 are S C- criteria of ICC-ES AC308, except as modified below. used and the requirements of Section D.4.4(c) for Condition B are met. If the load 2. Temperature Range 1: Maximum short-term temperature of 110°F (43°C). Maximum combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine long-term temperature of 75°F (24°C). the appropriate value of ϕ. 3. Temperature Range 2: Maximum short-term temperature of 150°F (66°C). Maximum 11. The value of ϕ applies when both the load combinations of ACI 318 Section 9.2 are long-term temperature of 110°F (43°C). used and the requirements of Section D.4.4(c) for Condition B are met. If the load 4. Short-term concrete temperatures are those that occur over short intervals combinations of ACI 318 Section 9.2 are used and the requirements of Section (diurnal cycling). D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI 318 Appendix C are used, refer to Section 5. Long-term concrete temperature are constant temperatures over a significant D.4.5 to determine the appropriate value of ϕ. time period. 12. Sand-lightweight and all-lightweight concrete are beyond the scope of this table. 6. For anchors that only resist wind or seismic loads, bond strengths may be increased by 72%. 13. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, 7. In water-saturated concrete, multiply τk,uncr and τk,cr by Ksat. 14. tFhoer baonnchdo srtsr einnsgttahl lveadl uine sr efgoiro 7n⁄8s" aanscshigonresd m tou sSt ebisem micu lDtiepsliiegdn bCya αteNg,soeriys =C ,0 D.8, 0E. or F, 8. For anchors installed in overhead and subjected to tension resulting from sustained 9. lTohaed vinaglu, em oufl tϕip alpy pthliee sv awlhuee nc athlceu lloaatedd c foomr bNian aacticoonrsd oinfg A tCoI I3C1C8- ESSe cAtiCo3n0 98. 2b ya r0e. 7u5s.e d. 15. tThhee bvoanlude sst roef nfg'ct hu sveadlu feosr fcoarl c1u" laanticohno prus rmpousset sb em musutl tnipolti eedx cbeye αd N8,0se0is0 =p s0i. 9(525.1 MPa) If the load combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to for uncracked concrete. The value of f'c used for calculation purposes must not exceed 2,500 psi (17.2 MPa) for tension resistance in cracked concrete. determine the appropriate value of ϕ. 17 Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry SET-XP® High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete ** See page 13 for an explanation of s SET-XP® Epoxy Anchor Tension Strength Design Data for Rebar in Normal-Weight Concrete1,12 the load table icons e siv Characteristic Symbol Units Rebar Size he #3 #4 #5 #6 #7 #8 #10 d A Steel Strength in Tension xy Minimum Tensile Stress Area Ase in2 0.11 0.20 0.31 0.44 0.60 0.79 1.23 o Ep Rebar Tension Resistance of Steel - Rebar (ASTM A615, Grade 60) Nsa lb. 9,900 18,000 27,900 39,600 54,000 71,100 110,700 Strength Reduction Factor - Steel Failure ϕ — 0.65 9 Concrete Breakout Strength in Tension (2,500 psi ≤ f'c ≤ 8,000 psi) 15 Effectiveness Factor - Uncracked Concrete kuncr — 24 Effectiveness Factor - Cracked Concrete kcr — 17 Strength Reduction Factor - Breakout Failure ϕ — 0.6511 Bond Strength in Tension (2,500 psi ≤ f'c ≤ 8,000 psi) 15 Temp. Range 1 Characteristic Bond Strength8 τk,uncr psi 1600 fCoorn Ucnrectrea2c,4k,5ed Permitted Embedment Depth Range MMainxiimmuumm hef in 72 13⁄⁄82 21 30⁄4 132 1 1⁄8⁄2 31 15⁄2 137 3 1⁄4⁄2 240 255 Temp. Range 1 Characteristic Bond Strength8,13,14 τk,cr psi 1,165 995 855 760 700 675 675 for Cracked Minimum 3 4 5 6 7 8 10 Concrete2,4,5 Permitted Embedment Depth Range Maximum hef in 7 1⁄2 10 12 1⁄2 15 17 1⁄2 20 25 Temp. Range 2 Characteristic Bond Strength6,8 τk,uncr psi 825 fCoorn Ucnrectrea3c,4k,5ed Permitted Embedment Depth Range MMainxiimmuumm hef in 72 13⁄⁄82 21 30⁄4 132 1 1⁄8⁄2 31 15⁄2 137 3 1⁄4⁄2 240 255 Temp. Range 2 Characteristic Bond Strength6,8,13,14 τk,cr psi 600 515 440 390 360 350 350 for Cracked Minimum 3 4 5 6 7 8 10 Concrete3,4,5 Permitted Embedment Depth Range Maximum hef in 7 1⁄2 10 12 1⁄2 15 17 1⁄2 20 25 Bond Strength in Tension - Bond Strength Reduction Factors for Continuous Special Inspection Strength Reduction Factor - Dry Concrete ϕdry, ci — 0.6510 Strength Reduction Factor - Water-saturated Concrete ϕsat, ci — 0.4510 Additional Factor for Water-saturated Concrete7 Ksat, ci — 0.57 Bond Strength in Tension - Bond Strength Reduction Factors for Periodic Special Inspection Strength Reduction Factor - Dry Concrete ϕdry, pi — 0.5510 Strength Reduction Factor - Water-saturated Concrete ϕsat, pi — 0.4510 Additional Factor for Water-saturated Concrete7 Ksat, pi — 0.48 1. The information presented in this table is to be used in conjunction with the design 10. The value of ϕ applies when both the load combinations of ACI 318 Section 9.2 are criteria of ICC-ES AC308, except as modified below. used and the requirements of Section D.4.4(c) for Condition B are met. If the load 2. Temperature Range 1: Maximum short-term temperature of 110°F (43°C). Maximum combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine long-term temperature of 75°F (24°C). the appropriate value of ϕ. 3. Temperature Range 2: Maximum short-term temperature of 150°F (66°C). Maximum 11. The value of ϕ applies when both the load combinations of ACI 318 Section 9.2 are 4. lS(odhniuogrr-ntt-eatrel mrcmy tc eclimonngpc)e.rreatteu rtee mofp 1e1ra0t°uFr e(4s3 a°rCe) t.hose that occur over short intervals ucDos.4me.d4b (aicnn)ad ft oitohrn eCs ro eonqfd uAitiCrioeI nm3 1Ae8 na tSrsee ocmft ieSoten, c r9tei.fo2en ra Drtoe. 4uS.s4eec(cdt)i o afnno drD Ct.h4o.en4 dr teiotqi odunier teBem ramerenin tmes etohtf. e SI fae ptchpteiro olnop ardia te ny Inc. 56.. LtFinioomcrnr eage pna-tseceerhridomo rdb sc.y ot h7na2ct%r eo.tnel yt ermespisetr awtuinrde oarre s ceoisnmstica nlot atedms,p beornatdu sretrse onvgethr sa msiagyn ibfiec a nt 1123.. FvDSaoa.4lrnu .ad5en- otlcoifgh ϕdho.etr wtIsef eirtnihmgsehit nalto elala entddhd ec ia noal mlpr-eplbigrgiionhopatnwrtsiioae atniegss shv iotag fcln uAoeenCd ocI trf3o eϕ1 tS.8ee aAisrpemp beicen yDdoiexns dCig tanhr eCe sauctseoegpdoe,r roye fCf te,h rD its,o tE aS boerlce Ft.i,o n g-Tie Compa 789... FlITonoha rwed aavinntaegclurh,- emos raoustfl u tiϕnirp asalttpyea pdtllhl eiceedo sv n iawncl rhuoeeevt neecr ,at hhmleceuau ldllota iaatpednldy dc τfosokmu,rub bNnjcieanrc aaatcnteicddoo nτtroskd, ctoinref nbg Ays tC ioKoI nsI3Ca 1trC.e8-s ESuSelt ciAntiCgo3 nf0r 9o8.m 2b yas ru0es. 7tua5si.ne de.d 1154.. tTFthhoheere bbavonoanncluhddeo sssrtt srro eeifn nnfsgg'cttt ahhul slvveeaaddll uu ifneeo ssrr effcgooairrlo c##nu78sl a rrateeisobbsnaaig rrp naauennrdccp hhotooos rreSssse mmimsuumusssittct bb nDeeoe mmts eiuugxllncttii eppCelladiieet edd8g 0bbo0yyr0 yαα pCNNs,,,ss iD ee(ii5,ss E5== . o100 r..M 98F,20P .a) mpson Stron Idfe ttheer mloiande cthoem abpinparotiporniast oe fv AaCluIe 3 o1f8 ϕ A.ppendix C are used, refer to Section D.4.5 to feoxrc ueendc r2a,c5k0e0d pcsoin (c1r7e.2te M. TPhae) vfoarlu tee nosf ifo'cn uresseids tfaonr ccea licnu claraticokne pdu cropnocsreest em.ust not 012 Si 2 © 2 1 0 2 S- A S C- 18 Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry SET-XP® High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete ** See page 13 for an explanation of SET-XP® Epoxy Anchor Shear Strength Design Data for Threaded Rod in Normal-Weight Concrete1,5 the load table icons E p Characteristic Symbol Units Nominal Anchor Diameter (in.) oxy 3⁄8 1⁄2 5⁄8 3⁄4 7⁄8 1 1 1⁄4 A d Steel Strength in Shear h e Minimum Shear Stress Area Ase in2 0.078 0.142 0.226 0.334 0.462 0.606 0.969 siv Shear Resistance of Steel - ASTM A193, Grade B7 4,875 10,650 16,950 25,050 34,650 45,450 72,675 es - ASTM F1554, Grade 36 2,260 4,940 7,865 11,625 16,080 21,090 33,720 - Type 410 Stainless (ASTM A193, Grade B6) Vsa6 lb. 4,290 9,370 14,910 22,040 30,490 40,000 63,955 - Type 304 and 316 Stainless (ASTM A193, Grade B8 2,225 4,855 7,730 11,420 15,800 20,725 33,140 and B8M) Threaded Rod Reduction for Seismic Shear - ASTM F1554, Grade 366 0.87 0.78 0.68 0.68 0.68 0.68 0.65 Reduction for Seismic Shear - ASTM A193, Grade B76 0.87 0.78 0.68 0.68 0.68 0.68 0.65 Reduction for Seismic Shear - Stainless (ASTM A193, Grade B6)6 αV,seis — 0.69 0.82 0.75 0.75 0.75 0.83 0.72 Reduction for Seismic Shear - Stainless (ASTM A193, Grade B8 0.69 0.82 0.75 0.75 0.75 0.83 0.72 and B8M)6 Strength Reduction Factor - Steel Failure ϕ — 0.652 Concrete Breakout Strength in Shear Outside Diameter of Anchor do in. 0.375 0.500 0.625 0.750 0.875 1.000 1.250 Load Bearing Length of Anchor in Shear ℓe in. hef Strength Reduction Factor - Breakout Failure ϕ — 0.703 Concrete Pryout Strength in Shear Coefficient for Pryout Strength kcp — 2.0 Strength Reduction Factor - Pryout Failure ϕ — 0.704 1. The information presented in this table is to be used in conjunction with the design 4. The value of ϕ applies when both the load combinations of ACI 318 Section 9.2 are criteria of ICC-ES AC308, except as modified below. used and the requirements of Section D.4.4(c) for Condition B are met. If the load 2. The value of ϕ applies when the load combinations of ACI 318 Section 9.2 are used. combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine If the load combinations of AC 318 Appendix C are used, refer to Section D.4.5 to the appropriate value of ϕ. determine the appropriate value of ϕ. 5. Sand-lightweight and all-lightweight concrete are beyond the scope of this table. 3. The value of ϕ applies when both the load combinations of ACI 318 Section 9.2 are 6. The values of Vsa are applicable for both cracked and uncracked concrete. For used and the requirements of Section D.4.4(c) for Condition B are met. If the load anchors installed in regions assigned to Seismic Design Category C, D, E or F, Vsa combinations of ACI 318 Section 9.2 are used and the requirements of Section must be multiplied by αV,seis for the corresponding threaded rod steel type. D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine the appropriate value of ϕ. any Inc. SET-XP® Epoxy Anchor Shear Strength Design Data for Rebar in Normal-Weight Concrete1,5 ** Sathnee e el oxppaadlga enta a1bt3iloe f nioc roo f n s p m o Rebar Size C Characteristic Symbol Units e #3 #4 #5 #6 #7 #8 #10 Ti ng- Steel Strength in Shear o Str Minimum Shear Stress Area Ase in2 0.11 0.20 0.31 0.44 0.60 0.79 1.23 n pso Rebar Shear Resistance of Steel - Rebar (ASTM A615, Grade 60) Vsa6 lb. 4,950 10,800 16,740 23,760 32,400 42,660 66,420 Sim Reduction for Seismic Shear - Rebar (ASTM A615, Grade 60)6 αV,seis — 0.85 0.88 0.84 0.84 0.77 0.77 0.59 12 Strength Reduction Factor - Steel Failure ϕ — 0.602 0 2 Concrete Breakout Strength in Shear © 12 Outside Diameter of Anchor do in. 0.375 0.500 0.625 0.750 0.875 1.000 1.250 0 S-2 Load Bearing Length of Anchor in Shear ℓe in. hef A S Strength Reduction Factor - Breakout Failure ϕ — 0.703 C- Concrete Pryout Strength in Shear Coefficient for Pryout Strength kcp — 2.0 Strength Reduction Factor - Pryout Failure ϕ — 0.704 1. The information presented in this table is to be used in conjunction with the design 4. The value of ϕ applies when both the load combinations of ACI 318 Section 9.2 are criteria of ICC-ES AC308, except as modified below. used and the requirements of Section D.4.4(c) for Condition B are met. If the load 2. The value of ϕ applies when the load combinations of ACI 318 Section 9.2 are used. combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine If the load combinations of AC 318 Appendix C are used, refer to Section D.4.5 to the appropriate value of ϕ. determine the appropriate value of ϕ. 5. Sand-lightweight and all-lightweight concrete are beyond the scope of this table. 3. The value of ϕ applies when both the load combinations of ACI 318 Section 9.2 are 6. The values of Vsa are applicable for both cracked and uncracked concrete. For used and the requirements of Section D.4.4(c) for Condition B are met. If the load anchors installed in regions assigned to Seismic Design Category C, D, E or F, Vsa combinations of ACI 318 Section 9.2 are used and the requirements of Section must be multiplied by αV,seis. D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine the appropriate value of ϕ. 19 Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry Estimating guides for SET-XP, SET, ET-HP and EDOT Adhesives Estimating Guide for 8.5 oz. Cartridge using Threaded Rod - Installations per Cartridge s Rod Drill THREADED ROD IN SOLID BASE MATERIAL ve Dia. Bit Dia. HOLE DEPTH (inches) si e (in.) (in.) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 h d A 3⁄8 7⁄16 67 45 34 27 22 19 17 15 13 12 11 10 10 9 8 8 7 7 7 xy 3⁄8 1⁄2 42 28 21 17 14 12 11 9 8 8 7 7 6 6 5 5 5 4 4 o Ep 1⁄2 9⁄16 49 32 24 19 16 14 12 11 10 9 8 7 7 6 6 6 5 5 5 1⁄2 5⁄8 31 20 15 12 10 9 8 7 6 6 5 5 4 4 4 4 3 3 3 5⁄8 3⁄4 24 16 12 10 8 7 6 5 5 4 4 4 3 3 3 3 3 3 2.4 5⁄8 7⁄8 14 9 7 5 5 4 3 3 3 2.5 2.3 2.1 2.0 1.8 1.7 1.6 1.5 1.4 1.4 3⁄4 7⁄8 19 13 10 8 6 6 5 4 4 4 3 3 3 3 2.4 2.3 2.1 2.0 1.9 3⁄4 1 12 8 6 5 4 3 3 3 2.3 2.1 1.9 1.8 1.7 1.5 1.4 1.4 1.3 1.2 1.2 7⁄8 1 16 11 8 6 5 5 4 4 3 3 3 2.5 2.3 2.2 2.0 1.9 1.8 1.7 1.6 7⁄8 1 1⁄8 10 6 5 4 3 3 2.4 2.2 1.9 1.8 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.0 1.0 1 1 1⁄8 13 9 7 5 4 4 3 3 3 2.4 2.2 2.1 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1 1 1⁄4 8 6 4 3 3 2.4 2.1 1.9 1.7 1.5 1.4 1.3 1.2 1.1 1.1 1.0 0.9 0.9 0.8 1 1⁄8 1 1⁄4 12 8 6 5 4 3 3 3 2.3 2.1 1.9 1.8 1.6 1.5 1.4 1.4 1.3 1.2 1.2 1 1⁄8 1 3⁄8 7 5 4 3 2.5 2.1 1.9 1.6 1.5 1.3 1.2 1.1 1.1 1.0 0.9 0.9 0.8 0.8 0.7 1 1⁄4 1 3⁄8 10 7 5 4 3 3 3 2.3 2.1 1.9 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.1 1.0 1 1⁄4 1 1⁄2 7 4 3 3 2.2 1.9 1.7 1.5 1.3 1.2 1.1 1.0 1.0 0.9 0.8 0.8 0.7 0.7 0.7 Estimating Guide for 8.5 oz. Cartridge using Rebar - Installations per Cartridge Rebar Drill REBAR IN SOLID BASE MATERIAL Size Bit Dia. HOLE DEPTH (inches) (no.) (in.) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3 7⁄16 90 60 45 36 30 26 22 20 18 16 15 14 13 12 11 11 10 9 9 3 1⁄2 50 34 25 20 17 14 13 11 10 9 8 8 7 7 6 6 6 5 5 4 9⁄16 74 49 37 30 25 21 18 16 15 13 12 11 11 10 9 9 8 8 7 4 5⁄8 39 26 20 16 13 11 10 9 8 7 7 6 6 5 5 5 4 4 4 5 3⁄4 32 21 16 13 11 9 8 7 6 6 5 5 5 4 4 4 4 3 3 5 7⁄8 16 11 8 6 5 5 4 4 3 3 3 2.4 2.3 2.1 2.0 1.9 1.8 1.7 1.6 6 7⁄8 25 17 13 10 8 7 6 6 5 5 4 4 4 3 3 3 3 3 3 6 1 13 9 7 5 4 4 3 3 3 2.5 2.2 2.1 1.9 1.8 1.7 1.6 1.5 1.4 1.3 7 1 22 15 11 9 7 6 6 5 4 4 4 3 3 3 3 3 2.4 2.3 2.2 7 1 1⁄8 11 8 6 5 4 3 3 3 2.3 2.1 1.9 1.8 1.6 1.5 1.4 1.4 1.3 1.2 1.1 8 1 1⁄8 19 13 9 8 6 5 5 4 4 3 3 3 3 3 2.4 2.2 2.1 2.0 1.9 nc. 8 1 1⁄4 10 7 5 4 3 3 3 2.3 2.1 1.9 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.1 1.0 ny I a 9 1 1⁄4 17 11 8 7 6 5 4 4 3 3 3 3 2.4 2.3 2.1 2.0 1.9 1.8 1.7 mp 9 1 3⁄8 9 6 5 4 3 3 2.3 2.1 1.9 1.7 1.6 1.4 1.3 1.2 1.2 1.1 1.0 1.0 0.9 e Co 10 1 1⁄2 9 6 5 4 3 3 2.3 2.0 1.8 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.0 0.9 0.9 g-Ti 10 1 3⁄4 4 3 2.2 1.8 1.5 1.3 1.1 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.4 on 11 1 5⁄8 9 6 4 3 3 2.5 2.2 1.9 1.7 1.6 1.4 1.3 1.2 1.2 1.1 1.0 1.0 0.9 0.9 n Str o 11 1 7⁄8 4 3 2.1 1.7 1.4 1.2 1.1 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 ps m Tables are estimations. Actual usage may vary depending on waste. Si Note: Online adhesive cartridge quantity estimating tools are available by visiting www.strongtie.com 12 0 2 © 2 1 0 2 S- A S C- 48 Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry Estimating guides for SET-XP, SET, ET-HP and EDOT Adhesives Estimating Guide for 22 oz. Cartridge using Threaded Rod – Installations per Cartridge Rod Drill THREADED ROD IN SOLID BASE MATERIAL E Dia. Bit Dia. HOLE DEPTH (inches) po x (in.) (in.) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 y A 3⁄8 7⁄16 174 116 87 70 58 50 43 39 35 32 29 27 25 23 22 20 19 18 17 dh 3⁄8 1⁄2 110 73 55 44 37 31 27 24 22 20 18 17 16 15 14 13 12 12 11 es 1⁄2 9⁄16 126 84 63 51 42 36 32 28 25 23 21 19 18 17 16 15 14 13 13 ive s 1⁄2 5⁄8 80 53 40 32 27 23 20 18 16 14 13 12 11 11 10 9 9 8 8 5⁄8 3⁄4 62 42 31 25 21 18 16 14 12 11 10 10 9 8 8 7 7 7 6 5⁄8 7⁄8 36 24 18 14 12 10 9 8 7 6 6 5 5 5 4 4 4 4 4 3⁄4 7⁄8 50 33 25 20 17 14 13 11 10 9 8 8 7 7 6 6 6 5 5 3⁄4 1 30 20 15 12 10 9 8 7 6 5 5 5 4 4 4 4 3 3 3 7⁄8 1 42 28 21 17 14 12 11 9 8 8 7 6 6 6 5 5 5 4 4 7⁄8 1 1⁄8 25 17 13 10 8 7 6 6 5 5 4 4 4 3 3 3 3 3 3 1 1 1⁄8 35 23 17 14 12 10 9 8 7 6 6 5 5 5 4 4 4 4 3 1 1 1⁄4 22 15 11 9 7 6 5 5 4 4 4 3 3 3 3 3 2 2 2 1 1⁄8 1 1⁄4 30 20 15 12 10 9 7 7 6 5 5 5 4 4 4 4 3 3 3 1 1⁄8 1 3⁄8 19 13 10 8 6 5 5 4 4 3 3 3 3 3 2 2 2 2 2 1 1⁄4 1 3⁄8 27 18 13 11 9 8 7 6 5 5 4 4 4 4 3 3 3 3 3 1 1⁄4 1 1⁄2 17 12 9 7 6 5 4 4 3 3 3 3 2 2 2 2 2 2 2 Estimating Guide for 22 oz. Cartridge using Rebar – Installations per Cartridge Rebar Drill REBAR IN SOLID BASE MATERIAL Size Bit Dia. HOLE DEPTH (inches) (no.) (in.) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3 7⁄16 233 155 116 93 78 67 58 52 47 42 39 36 33 31 29 27 26 25 23 3 1⁄2 131 87 65 52 44 37 33 29 26 24 22 20 19 17 16 15 15 14 13 4 9⁄16 192 128 96 77 64 55 48 43 38 35 32 30 27 26 24 23 21 20 19 4 5⁄8 102 68 51 41 34 29 25 23 20 18 17 16 15 14 13 12 11 11 10 5 3⁄4 82 55 41 33 27 23 20 18 16 15 14 13 12 11 10 10 9 9 8 5 7⁄8 41 27 21 16 14 12 10 9 8 7 7 6 6 5 5 5 5 4 4 6 7⁄8 65 44 33 26 22 19 16 15 13 12 11 10 9 9 8 8 7 7 7 6 1 35 23 17 14 12 10 9 8 7 6 6 5 5 5 4 4 4 4 3 7 1 57 38 29 23 19 16 14 13 11 10 10 9 8 8 7 7 6 6 6 7 1 1⁄8 30 20 15 12 10 9 7 7 6 5 5 5 4 4 4 4 3 3 3 8 1 1⁄8 49 33 25 20 16 14 12 11 10 9 8 8 7 7 6 6 5 5 5 c. 8 1 1⁄4 27 18 13 11 9 8 7 6 5 5 4 4 4 4 3 3 3 3 3 y In 9 1 1⁄4 44 29 22 18 15 13 11 10 9 8 7 7 6 6 6 5 5 5 4 pan 9 1 3⁄8 24 16 12 10 8 7 6 5 5 4 4 4 3 3 3 3 3 3 2 om 10 1 1⁄2 23 16 12 9 8 7 6 5 5 4 4 4 3 3 3 3 3 2 2 C Tie 10 1 3⁄4 12 8 6 5 4 3 3 3 2 2 2 2 2 2 1 1 1 1 1 ng- 11 1 5⁄8 22 15 11 9 7 6 6 5 4 4 4 3 3 3 3 3 2 2 2 Stro 11 1 7⁄8 11 7 6 4 4 3 3 2 2 2 2 2 2 1 1 1 1 1 1 n o Estimating Guide for 22 oz. Cartridge and Steel Screen Tubes – Installations per Cartridge s p Sim Rod Drill THREADED ROD INSERTED IN SCREEN TUBE 12 Dia. Bit Dia. HOLE DEPTH (inches) ©20 (in.) (in.) 3 1⁄2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 12 3⁄8 9⁄16 49 43 34 29 25 21 19 17 0 S-2 1⁄2 11⁄16 31 27 22 18 16 14 12 11 C-SA 5⁄8 7⁄8 18 15 12 10 9 8 7 6 6 5 5 3⁄4 1 13 11 9 8 7 6 5 5 4 4 4 3 3 3 3 3 2 2 2 SET1.7KTA is not suitable Estimating Guide for 22 oz. Cartridge and Plastic Screen Tubes – Installations per Cartridge for screen tube installations. Rod Drill THREADED ROD INSERTED IN SCREEN TUBE Dia. Bit Dia. HOLE DEPTH (inches) (in.) (in.) 3 1⁄2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 3⁄8 9⁄16 57 50 40 34 29 25 22 20 1⁄2 11⁄16 30 26 21 17 15 13 12 10 5⁄8 7⁄8 20 18 14 12 10 9 8 7 6 6 5 3⁄4 1 15 13 10 9 7 6 6 5 5 4 4 4 3 3 3 3 3 3 2 Tables are estimations. Actual usage may vary depending on waste. Note: Online adhesive cartridge quantity estimating tools are available by visiting www.strongtie.com 49 Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry Estimating guides for SET-XP, SET, ET-HP and EDOT Adhesives Estimating Guide for 56 oz. Cartridge using Threaded Rod – Installations per Cartridge s Rod Drill THREADED ROD IN SOLID BASE MATERIAL e v Dia. Bit Dia. HOLE DEPTH (inches) esi (in.) (in.) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 h Ad 3⁄8 7⁄16 443 295 221 177 148 127 111 98 89 81 74 68 63 59 55 52 49 47 44 xy 3⁄8 1⁄2 279 186 140 112 93 80 70 62 56 51 47 43 40 37 35 33 31 29 28 o Ep 1⁄2 9⁄16 322 215 161 129 107 92 80 72 64 59 54 50 46 43 40 38 36 34 32 1⁄2 5⁄8 203 135 101 81 68 58 51 45 41 37 34 31 29 27 25 24 23 21 20 5⁄8 3⁄4 159 106 79 64 53 45 40 35 32 29 26 24 23 21 20 19 18 17 16 5⁄8 7⁄8 91 60 45 36 30 26 23 20 18 16 15 14 13 12 11 11 10 10 9 3⁄4 7⁄8 127 85 64 51 42 36 32 28 25 23 21 20 18 17 16 15 14 13 13 3⁄4 1 76 51 38 31 25 22 19 17 15 14 13 12 11 10 10 9 8 8 8 7⁄8 1 107 72 54 43 36 31 27 24 21 20 18 17 15 14 13 13 12 11 11 7⁄8 1 1⁄8 64 43 32 26 21 18 16 14 13 12 11 10 9 9 8 8 7 7 6 1 1 1⁄8 88 59 44 35 29 25 22 20 18 16 15 14 13 12 11 10 10 9 9 1 1 1⁄4 56 37 28 22 19 16 14 12 11 10 9 9 8 7 7 7 6 6 6 1 1⁄8 1 1⁄4 76 51 38 30 25 22 19 17 15 14 13 12 11 10 10 9 8 8 8 1 1⁄8 1 3⁄8 49 33 24 20 16 14 12 11 10 9 8 8 7 7 6 6 5 5 5 1 1⁄4 1 3⁄8 69 46 34 27 23 20 17 15 14 12 11 11 10 9 9 8 8 7 7 1 1⁄4 1 1⁄2 44 30 22 18 15 13 11 10 9 8 7 7 6 6 6 5 5 5 4 Estimating Guide for 56 oz. Cartridge using Rebar – Installations per Cartridge Rebar Drill REBAR IN SOLID BASE MATERIAL Size Bit Dia. HOLE DEPTH (inches) (no.) (in.) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3 7⁄16 593 395 296 237 198 169 148 132 119 108 99 91 85 79 74 70 66 62 59 3 1⁄2 332 222 166 133 111 95 83 74 66 60 55 51 47 44 42 39 37 35 33 4 9⁄16 489 326 244 195 163 140 122 109 98 89 81 75 70 65 61 57 54 51 49 4 5⁄8 259 172 129 103 86 74 65 57 52 47 43 40 37 34 32 30 29 27 26 5 3⁄4 208 139 104 83 69 60 52 46 42 38 35 32 30 28 26 25 23 22 21 5 7⁄8 105 70 52 42 35 30 26 23 21 19 17 16 15 14 13 12 12 11 10 6 7⁄8 167 111 83 67 56 48 42 37 33 30 28 26 24 22 21 20 19 18 17 6 1 89 59 45 36 30 25 22 20 18 16 15 14 13 12 11 10 10 9 9 7 1 145 97 73 58 48 42 36 32 29 26 24 22 21 19 18 17 16 15 15 7 1 1⁄8 76 51 38 30 25 22 19 17 15 14 13 12 11 10 9 9 8 8 8 8 1 1⁄8 125 83 62 50 42 36 31 28 25 23 21 19 18 17 16 15 14 13 12 c. 8 1 1⁄4 68 46 34 27 23 20 17 15 14 12 11 11 10 9 9 8 8 7 7 y In 9 1 1⁄4 112 75 56 45 37 32 28 25 22 20 19 17 16 15 14 13 12 12 11 pan 9 1 3⁄8 62 41 31 25 21 18 15 14 12 11 10 10 9 8 8 7 7 7 6 om C 10 1 1⁄2 60 40 30 24 20 17 15 13 12 11 10 9 9 8 7 7 7 6 6 Tie 10 1 3⁄4 29 20 15 12 10 8 7 7 6 5 5 5 4 4 4 3 3 3 3 ng- 11 1 5⁄8 57 38 29 23 19 16 14 13 11 10 10 9 8 8 7 7 6 6 6 Stro 11 1 7⁄8 28 19 14 11 9 8 7 6 6 5 5 4 4 4 4 3 3 3 3 on s p m Estimating Guide for 56 oz. Cartridge and Steel Screen Tubes – Installations per Cartridge Si 2 1 Rod Drill THREADED ROD INSERTED IN SCREEN TUBE 20 Dia. Bit Dia. HOLE DEPTH (inches) © (in.) (in.) 3 1⁄2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 012 2 3⁄8 9⁄16 125 109 87 73 62 55 49 44 AS- 1⁄2 11⁄16 79 69 55 46 39 35 31 28 C-S 5⁄8 7⁄8 45 39 31 26 22 20 17 16 14 13 12 3⁄4 1 33 29 23 19 17 15 13 12 11 10 9 8 8 7 7 6 6 6 6 SET1.7KTA is not suitable Estimating Guide for 56 oz. Cartridge and Plastic Screen Tubes – Installations per Cartridge for screen tube installations. Rod Drill THREADED ROD INSERTED IN SCREEN TUBE Dia. Bit Dia. HOLE DEPTH (inches) (in.) (in.) 3 1⁄2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 3⁄8 9⁄16 146 128 102 85 73 64 57 51 1⁄2 11⁄16 76 66 53 44 38 33 30 27 5⁄8 7⁄8 52 45 36 30 26 23 20 18 17 15 14 3⁄4 1 38 33 26 22 19 17 15 13 12 11 10 9 9 8 8 7 7 7 6 50 Tables are estimations. Actual usage may vary depending on waste. Note: Online adhesive cartridge quantity estimating tools are available by visiting www.strongtie.com Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry Estimating guides for SET-XP, SET, ET-HP and EDOT Adhesives Estimating Guide for 1 Gallon (128 oz.) System using Threaded Rod – Installations per Gallon Rod Drill THREADED ROD IN SOLID BASE MATERIAL E p Dia. Bit Dia. HOLE DEPTH (inches) o x (in.) (in.) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 y A 3⁄8 7⁄16 1012 675 506 405 337 289 253 225 202 184 169 156 145 135 126 119 112 107 101 dh e 3⁄8 1⁄2 638 425 319 255 213 182 160 142 128 116 106 98 91 85 80 75 71 67 64 siv 1⁄2 9⁄16 735 490 368 294 245 210 184 163 147 134 123 113 105 98 92 86 82 77 74 es 1⁄2 5⁄8 464 309 232 186 155 133 116 103 93 84 77 71 66 62 58 55 52 49 46 5⁄8 3⁄4 363 242 181 145 121 104 91 81 73 66 60 56 52 48 45 43 40 38 36 5⁄8 7⁄8 207 138 104 83 69 59 52 46 41 38 35 32 30 28 26 24 23 22 21 3⁄4 7⁄8 291 194 146 116 97 83 73 65 58 53 49 45 42 39 36 34 32 31 29 3⁄4 1 175 116 87 70 58 50 44 39 35 32 29 27 25 23 22 21 19 18 17 7⁄8 1 245 163 123 98 82 70 61 54 49 45 41 38 35 33 31 29 27 26 25 7⁄8 1 1⁄8 146 98 73 59 49 42 37 33 29 27 24 23 21 20 18 17 16 15 15 1 1 1⁄8 202 135 101 81 67 58 50 45 40 37 34 31 29 27 25 24 22 21 20 1 1 1⁄4 127 85 64 51 42 36 32 28 25 23 21 20 18 17 16 15 14 13 13 1 1⁄8 1 1⁄4 174 116 87 70 58 50 43 39 35 32 29 27 25 23 22 20 19 18 17 1 1⁄8 1 3⁄8 112 75 56 45 37 32 28 25 22 20 19 17 16 15 14 13 12 12 11 1 1⁄4 1 3⁄8 157 105 78 63 52 45 39 35 31 29 26 24 22 21 20 18 17 17 16 1 1⁄4 1 1⁄2 101 68 51 41 34 29 25 23 20 18 17 16 14 14 13 12 11 11 10 Estimating Guide for 1 Gallon (128 oz.) System using Rebar – Installations per Gallon Rebar Drill REBAR IN SOLID BASE MATERIAL Size Bit Dia. HOLE DEPTH (inches) (no.) (in.) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3 7⁄16 1354 903 677 542 451 387 339 301 271 246 226 208 193 181 169 159 150 143 135 3 1⁄2 759 506 380 304 253 217 190 169 152 138 127 117 108 101 95 89 84 80 76 4 9⁄16 1116 744 558 446 372 319 279 248 223 203 186 172 159 149 140 131 124 117 112 4 5⁄8 591 394 296 236 197 169 148 131 118 107 99 91 84 79 74 70 66 62 59 5 3⁄4 476 317 238 190 159 136 119 106 95 87 79 73 68 63 60 56 53 50 48 5 7⁄8 240 160 120 96 80 68 60 53 48 44 40 37 34 32 30 28 27 25 24 6 7⁄8 381 254 191 152 127 109 95 85 76 69 64 59 54 51 48 45 42 40 38 6 1 204 136 102 81 68 58 51 45 41 37 34 31 29 27 25 24 23 21 20 7 1 332 222 166 133 111 95 83 74 66 60 55 51 47 44 42 39 37 35 33 7 1 1⁄8 173 116 87 69 58 50 43 39 35 32 29 27 25 23 22 20 19 18 17 c. 8 1 1⁄8 285 190 143 114 95 82 71 63 57 52 48 44 41 38 36 34 32 30 29 y In 8 1 1⁄4 156 104 78 63 52 45 39 35 31 28 26 24 22 21 20 18 17 16 16 pan 9 1 1⁄4 257 171 128 103 86 73 64 57 51 47 43 39 37 34 32 30 29 27 26 om 9 1 3⁄8 141 94 71 56 47 40 35 31 28 26 24 22 20 19 18 17 16 15 14 C Tie 10 1 1⁄2 136 91 68 54 45 39 34 30 27 25 23 21 19 18 17 16 15 14 14 ng- 10 1 3⁄4 67 45 34 27 22 19 17 15 13 12 11 10 10 9 8 8 7 7 7 Stro 11 1 5⁄8 131 87 65 52 44 37 33 29 26 24 22 20 19 17 16 15 15 14 13 on 11 1 7⁄8 64 43 32 26 21 18 16 14 13 12 11 10 9 9 8 8 7 7 6 s p m Si Estimating Guide for 1 Gallon (128 oz.) System using Steel Screen Tubes – Installations per Gallon 2 1 20 Rod Drill THREADED ROD INSERTED IN SCREEN TUBE © Dia. Bit Dia. HOLE DEPTH (inches) 012 (in.) (in.) 3 1⁄2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2 AS- 3⁄8 9⁄16 285 250 200 167 143 125 111 100 C-S 1⁄2 11⁄16 180 158 126 105 90 79 70 63 5⁄8 7⁄8 102 89 71 60 51 45 40 36 32 30 27 3⁄4 1 76 66 53 44 38 33 29 27 24 22 20 19 18 17 16 15 14 13 13 SET1.7KTA is not suitable Estimating Guide for 1 Gallon (128 oz.) System using Plastic Screen Tubes – Installations per Gallon for screen tube installations. Rod Drill THREADED ROD INSERTED IN SCREEN TUBE Dia. Bit Dia. HOLE DEPTH (inches) (in.) (in.) 3 1⁄2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 3⁄8 9⁄16 334 293 234 195 167 146 130 117 1⁄2 11⁄16 173 152 121 101 87 76 67 61 5⁄8 7⁄8 119 104 83 69 59 52 46 41 38 35 32 3⁄4 1 86 76 60 50 43 38 34 30 27 25 23 22 20 19 18 17 16 15 14 Tables are estimations. Actual usage may vary depending on waste. 51 Note: Online adhesive cartridge quantity estimating tools are available by visiting www.strongtie.com