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s y Page 2 of 6 Report No. 4285 anchor.After the adhesive is cured in Configuration C,a 5/a-inch-diameter Findings hole is drilfed with a standard rotary drill bitthrough the plastic plug in the IV.Findin s That ITW RamseURead Head E con S stem Ceramic 6 end of the steel sleeve.The 5/8-inch threaded rod is inserted through the 9 � p Y hole and attached to the opposite side of the wall with the metal plate and Epoxy Anchors described in this report comply with the 1991 Unitorm nut. Building Code, subject to the following conditions: 3. Miscellaneous:Acceptability is contingent on the following: 1. The anchors are installed in accordance with the manufacturer's instructions and this report. a.Approval by the design engineec 2. Anchors are installed in holes and substrates predrifled with a b.Installation under special inspection in accordance with Section II D carhide-tipped masonry drill manufactured within the range of of the code. the maximum and minimum drill-tip dimensions of ANSI Stand- c.Only seismic loads are imposed on anchors. . ard 694.12-1977 for the allowable values set forth in this report. 3. Special inspection in accordance with Section 11 D is provided for d.Eonfigurations A and C for seismic shear loads: • all anchor installations. (1)Allowable load is applicable only where in-place sheartests indicate 4. Calculations and details showing compliance with this repo�t a minimum mortar strength of 50 psi net. are suhmitted to the local building official tor approval. (2) Twenry-five percent of anchors are tested by a special inspector 5. Anchors are not used to support tire-resistive construction. using a calibrated-torque wrench set at a minimum torque of 60 foot 6. Anchors are not used to resist tension forces in ceiling or wall pounds.Steel sleeves for anchors in Configuration C are tested prior to installations except as noted in this report. installation of threaded rods. 7..Anchors are not subjected to vi6ratory or shock loads, such as (3)Anchors installed in accordance with Configuration A and C have a supports for reciprocating engines or crane rails. minimum edge distance and spacing of 16 inches. 8. Adhesive anchors in unreinforced brick walls resist seismic e.Configuration B for seismic tension loads: forces only. (1)Allowable load is applicable only where in-place mortar shear tests i 99z Supplement to the U.B.C.:This report is unaffected by the supple- indicate a minimum ultimate strength of 50 psi net. ment. This report is subject to re-examination in two years. (2) Five percent of ancho�s are tested with a minimum of two tests required.Where the wall thickness varies,at least one test is performed on an anchorwhich hasthe leastembedment.Tests indicate that bolts can TABLE NO.1—MANUFACTURER'S RECOMMENDED CURE TIME sustain a tensile load of 3,000 pounds for a five-minute period with an FOR EPCON EPDXY ANCHORS allowable 10 percent deviation. M�N�nnuM coNCREre TEMPEflATURE(°F.) �NfT1AL SET TIME�(Hours) CURE TIMEz(Hours) Tests are unde�the supervision of the project engineer or an approved � 3.o as testing laboratory.As a minimum,the test report includes: 5o z.o 36 (aj Test location(s). bo �.s Za (b) Brick/mortar condition. sg �.o za (c) Bolt movemenUelongation. 90 �.0 2a (d� Embedme�t depth. zAnchors are to be undisturbed during the initial set time. Cure time required prior to application of allowable(desien)tensile and shear (e)Applied load. ioaas. . The pfOj2Ct ef)g1f188f dfld COf1t�3Ct01'R1USt SUbflllt th8 teSt f2pOft t0 thB TABLE NO.t{—REDUCTION FACTORS FOR REDUCED SPACING IOcal bUllding depaftment Wl�h d Stdtement Of COmpIldnCe With thlS fepOrt. AND EDGE DISTANCES FOR THREADED ROD INSTALLED IN (3)Twenty percent of installed anchors are tested by a special inspector CONCRETE WITH EPCON ADHESIVE�•2.3 using a torque-calibrated wrench to a minimum torque of 60 foot pounds. rer,s�or,cnPacm SHEAR CAPACITY (4)Configuration B anchors have a minimum edge distance and spac- Ed9`oi��m� F(F)f ea9 cDls ar�ice(m) Direcilon of Load F(F,>` ing of 16 inches. s –O.SOS 0.7 m –0.67m toward ed e 0.50 D. Special Inspection: Adhesive anchor installations require special m�° min– not toward age o.60 inspection in accordance with Section 306 of the code.The special inspec- ,,,,,,;,,-o.som o.� ,n,,,;„=o.so.» toward edge o.zs tor records the drill bit compliance with ANSI B94.12-1977; hole depth not[oward edge o.ao and cleanliness;product description,including product name,rod diame- s,„;,,=o.sos toward edae o.bo ter and length;adhesive expiration date;and verification of anchor instal- �o<<oWaTd edge i.00 � lation with the manufacturer'S pUbllShed if1StfUCti0f1S efld thiS fepOrt. �Linear iuterpolation is allowed for edge distances which fall between O.SOm, E.Identi(ication:The Epcon Ceramic 6 Epo�ry Anchors are identified by 0.67m and 1.00m,and anchor spacing which falls between O.SOS and 1.005. labels on the packaging indicating the manufacturer's name, product zLoad reduction factors should be combined where applicable.In the case where name, material type,serial number traceable to production date, length three or more anchors aze used,spacing reduction factors must be combined (multiplied). Where two or more edge distances affect perfortnance, edge dfld dI2fT12t8f Of thB thfB8d8d fOd. reduction factors mus[be combined.When a group of anchors is affected by both reduced spacing and reduced edge distances,the edge and spacing reduc- III. Evidence Submitted: Descriptive details and results of tension, tion factors must be combined. Sh@2f 2fld CfeBp 1eStS. jSee Figure No.2 for design example.