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� � y�t�ON SE c W �� m ICBO Evaluation Service, Inc. m � J �OOE n �9a5 TM A subs�d�ary corporac�on ofrhe International Conference of Bui ding Officials POOR MICROFILM COPY EVALUATION REPORT �port No.4285 Copyright �O 1993�CBO Evaluation Service,i��. KEEP ORIGINAL August, 1993 Filing Category: FASTENERS—Concrete and Masonry Anchors (O6 4/30/99 ITW RAMSET/RED HEAD EPCON SYSTEM This restriction is necessary solely because the adhesive is temperature CERAMIC 6 EPDXY ANCHORS sensitive.Anchors can be satisfactorily installed in walls and ceilings,pro- IT1N RAMSET/RED HEAD vided proper consideration is given to fire conditions. Other installation � 1300 NORTH MICHAEL AVENUE • details remain unchanged. WOOD DALE, ILLINOIS 60191-1009 C.Unreiniorced Brick Walls:l.General:Anchors installed in existing I. Subjec� ITW Ramset/Red Head Epcon System Ceramic 6 Epoxy unreinforced brick walls with Epcon Ceramic 6 Adhesive resist seismic Anchors. loads only.Existing unreinforced brick walls must have a minimum thick- ness of 13 inches.Anchors are installed in three configurations with each II.Description:A.General:The ITW Ramset/Red Head Epcon System utilizing the adhesives,threaded rod and screen tube.Coniiguration A,as Ceramic 6 Epoxy Anchors are stud-type adhesive anchors for use in con- shown in Figure No.3 has a straight threaded rod embedded 8 inches into crete and unreinforced brick walls. The anchors consist of a polymer the wall. Configuration B, as shown in Figure No. 4 consists of the epoxy adhesive and a threaded steel rod, nut and washer or deformed threaded rod bent and installed 13 inches into the wall at a 22.5 degree shank reinforcing bars fabricated from ASTM A 615 Grade 60 steel. For angle.Configuration C uses a through bott,steel sleeve and a steel plate installation in unreinforced brick walls,a threaded steel rod,screen iube, as shown in Figure No.5. steel sleeve,steel plate,nut and washer are used with the epoxy adhesive. The threaded rod fo�C9nfigurations A and B is a zi�c-plated 3/4-inch-di- , The Epcon polymer epoxy adhesive,identified as"Ceramic 6,"is c n-� am t S�Q�TM A 307 t�d �r �l�54�-inch-¢i�R�ete ASTM A 307 tained in a ca�tridge having equal amounts of resin and hardener com�o-�--+ ,itl���e�bbd is used in fi �i G. ��=��t��t.i � nents.The dual-component cartridge is used with a hand-powered in�o- .�z�e,scr�en�u���ele�gatyaaiyed�sieel wire cloth for ed into a tube tor tool and disposable plastic mixing noale which mixes the resin d� ,�vitti���lj -4�►�h r�m�t rand a I�ngttT of 8 inches,exce for Configura- hardener components as they are pumped through the noale.Adhes ' �r6'wher�ttTE'tIIUffT�I is i cfies�Thg screen,� s sed in Config- curing periods are noted in Table No.I. '�`' �uhatron G`haJe�Bpl�stic,��tt��r�'t rever�t'e§cape�t dh sive and allow The recommended shelf life of the cartridges is two years when sto d t' '' �`#hraugh dnitm �'o�,��, fe� '�h�� C ori(i`s.tallat�o�" Co tr��,� � 5 _ �� iSTe��r ��`#'er;, �ni�� � � ling at temperatures of 40°F.to 125°F. A,7 r f�Tcq 1, ii� le �'q{�e�.fEom No..16.�,au�A TM A 36 steel d!rr�en,.��, ���.� ,, a � B.Concrete:l.General:Anchors are used in normal-weight concr te � �, ������e th�[ �, ��d�44r�of Cn�figUr��►g� C as an outside � so�e ��am�ter�#f�'�/is� p�as�C��p��ugis�inserted in the tap red end of the having various compressive strengths. Installation requirements a d��,�4?;,: , ,; � , � ;�5�! „ . allowable tension and shear values are tabulated for various threaded r�-�---��sleeve 7he�lared en ` [�e exa s to accept a sizes in Tables Nos.II throu h V.Allowable loads and details for installa- 'oc et extension�:A 6-inch b�6 ' � -i aiS�l1$k A TM A 36 steel 9 iti�r��ia4e':'r5ldcate�or+-the back�ac�e��� v�� he-end-of t threaded rod tion of reinforcing bars are in Tables Nos.VI through VIII.Allowable val s olted con tion. are adjusted in accordance with Flgure No.1 based on expected concr te STi�C�J k�Ovd�b�Sfi�r for Confi�ura i" of�a.'�'.. ds.The allow- temperatures. Allowable loads for anchors in concrete substrates subjected to com- a e ension or on iguration B is 1,200 pounds.Allowable values are for bined shear and tension forces are determined by the ratio of actual shear short-duration seismic loads and cannot be increased for short-term to allowable shear plus the ratio of actual tension to allowable tension not loads. The adhesive for the installed anchors must be protected from exceeding 1.00. direct weather exposure. 2. Installation:A hole is drilled and cleaned of dust and debris using 2• �nstallation: The ancho�s are installed in 1-inch-diameter holes drilled into mortar joints with standard rotary drill bits for use in concrete a nylon brush and a jet of compressed air to accommodate the anchor. or masonry and a rotary drill or rotary hammer drill used in the"rotation Holes for 3/8-and�/2-inch threaded studs are drilled�/is inch larger than only"mode.The hole is drilled perpendicular to the wall face to an 8 inch the stud diameter to predetermined depths with hand-held electropneu- depth for Configuration A and through the wall for Configuration C.The matic rotary hammer drills using carbide-tipped drill bits which comply hole for the Configuration B anchor is installed at the angle and embed- with ANSI Specification B94-12-1977.Holes for reinforcing bars and 5/a- ment described in Section II C 1 using a guide which is either hand held through 1-inch threaded studs are drilled 1/$ inch larger than the stud or attached to the drill.The holes are cleaned with oil-free compressed air diametec and a nylon brush. A mixing noale is attached to the Epcon cartridge and the assembly in The mixed adhesive is injected into the screen tube until completely full. turn attached to the injector tool.Before application,the epoxy is pumped . The tube is then placed into the drilled hole,the threaded rod of Configura- out of the nozzle until a uniform light gray material is achieved.Holes are tions A and B or the steel sleeve of Configuration C slowly pushed into the filled approximately one=half full with the mixed epoxy and the threaded screen tube and rotated continuously,forcing the adhesive through the rods inserted with a rotating motion to the bottom of the hole. screen and into the hole.The adhesive must be cured at the temperature 3. Miscellaneous:Fnding No.6 indicates that adhesive anchors can- and time periods noted in Table No.I before load application in Configura- not be used to resist pull-out forces in overhead and wall installations. tions A and B or before continuing installation of the Configuration C Evaluation reports ojICBO Evaluation Service,Inc.,are issued solely to provide inJormation to Class A inembers ojICBO,utilizing the code uport which!he report is based.Evaluation reports are not to be construed as representing aesthetics nr any otherattri6utes not specifically addressed nor as an endorsemen(or recommeu- dalion jor use ojthe snbject reporl. This report is based uport independent lests or other techniea!dala submilted by!he applicant.The/CBO Evaluation Service,Inc.,technica!staJjhas reviewed thr 1es(resu((s and/orotherdala,bul does nol possess test jacilitieslo make an independent verifitation.There is rto warranly by/CBO Fvaluotion Service.Inc•.expres.�' or imp(ied,aslo any"Finding"or othermatterin the report oras to any producl tovered by the report.This disclaimer includes,but is�tot/imifed to,merc/ranlabilily. Page 1 0(6 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. � .n.. : <.��g #�wl �Y fi � �a . . �` �f .r i �d.e :- v .�..+. '. �r�'x .t. _,3 .#�;}��'�'��� ''%��n�rtw'� �i3N'.y_+�"SM�;^ �'�.:-,; �. t � �." �',. � m mt -:� .�t 1.s�' � '#a j :r, �� '� � ; ��"t^��yY'"s,S�,"�`e�`i.,,,�w F°� �` �- t� �^�°e"rt �o-'��,�, • �.,;� �4i',�e�,k ` :,s ,�1'�+,':�sd.k.;�;,� ���tx E.rc a��{ .i�f£,,��,`�,h5r �x�v��` � .�a(� . ,_ ,.,� ` : . ° c: ' ,;o . i, �.. x�.�.; , r ;� .. i ' 'ir� � L � �. 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