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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2003-11-14 .11/!9/2003 16:07 5417467163 -. PSI PAGE 02 . I nr ~I InfumraJiOn . ,,~. .To Build On EtIfI'....erlng . Consulting . 1IwIIng PAIL Y FIELD REPORT Project Name: 722-30380-1 3'157 EWEB Hayden Bridge Project Client: November 14, 2003 Mr. Ron Wilson Eugene Water & Electric Board P.O. 60)< 10148 Eugene. OR 97440 Report Number: Date Perfonned: Project Location: Hayden Bridge, Oregon P.O. No.: Type of Inspection: Pull Test . Permit No.: Weather: Clear Field Observations and Comments . AS requested, arrived on-Site IhlS morning 10 perform load testing on previously installed epoxy. uur I:nerpac caUpratea ram apparatuS Model RCH 202 (10,000 psi) was used to apply the required load of 52001bs. This required load value was given to us by Mr. Ron Wilson with Eugene Water & Electric Broad. Two (2) all thread anchors at three (3) Caustic Tank locations were as follows: West tank- (2) 3/4" all thread anchors at north and northwest; Center tank (2) 7/8" all thread anchors at east and west; East tank- (2) 3/4" all thread anchors at southeast and southwest locations. No failure or movement occurred under the required load of 5200lbs on all anchors tested. Contractor was asked to. notify our office when additional services are needed. Inspector: tsraa rtenrer If you have any questions regarding this report. please feel free to contact us at 541-746-9649. Respectfully Submitted, Professional SeTYice Industries, Inc. ~.~I~ Department Manager .. '" , 'TNIS REPOFfT IS PROVJPEP':QR THE INFORMATION OF ruE CLJ ENI'ONLY. THEAEAAODUCn . PA"'YV. SV ANY MEANS, EXCEP1" IN FVu.. Wl'TUOUT THE VlIRITTEN PER ON OF THIS REPORT. BY ANY METHOD, ANO ITS TRANSMITTAL 70 A THIRD . WSSION OF PRe>>=EsSJONAL SERVICE fNOVSrR/E5, IS PROH~O . . P f . ro ea8lonal Servtce Indu..'ltriEl!J, Inc. . 1040A Sholl St. . "y ' SpnngjiOld, OR a14n. Phono 541[746-9'649 . . Fa' 54'[748.1163 .. PROJECT FwEg..tJlltlS77C CALCULATIONS ay P6 S ~ CONSULTiNG . ~ ENGINEERS . ~ PRDJ. Nn "ATE IO/27~ 3 C""'DBY I I J C 1lU'.5l'1C mA//( ,1AIC#~S .. .?()-:U . SHEET II::? ,- OAT" /. NtJA/-/AlSffCrEP E~ ,A-Al~~ MEA/Dr; /TUPwGJ) [$ r ICBO. (..IBC. ~If.SAJ'r At;R,eI~.$ pt:;$; ~N~IIcJZS . . {J~7" ,j,iUwt; ~FI/C/-' ~ '1'$,sra) i'T</() /Wcl!d;2J .7'b ISO%...... .5.-fx /..>~ 6ItJo#UPI-IF ~ ,-Dill WILSON . :5'""',("$ PCKR>>tMcD ./ .. . . IlID 3 := PA-SS ED V OJ< 7h~ 'CafJ.pc;'h, c:;;.L -&. Q.hdtfJr;fOre &f~ /I1t:1'1 (;Y'~4?tlnt7 aS5VtWJ' 'pa)~l!!r I;"'.s'k,/I~r/Yf .. . . TGSTED Z I'rNC~t5 pGJi.. TANK I tJ{( 50 2. .~. ((jK . wI Af)&a ilt'r7E $U6...c..t55FUL ~()?eI!VI$(;D {Gsr/l\/~ OF Z 1tt1Ic~ PEP.. TAN f<( TO / Go "/0. T73NSION . . DEMIrND ./COMPL/!':TE{J As .1717/03 EPCON c~.. used. per I?ON f.).J.IStlfl, EulEb TeleLOfl /11/7/03 ~ . ~ CONSUL"TlNG . ~ ENGINEERS '. 30 -j> / SHEET 2/3 PAOJEC'r_EwlEA - C"'.LlS.I.", PAOJ. NO. CALCULATIONS BY p/-.c, DATE IO/27/()~ CHK'O BY DATE .72:1'7510'"' A//ow. o ~ ~ ..~ .x;~^ ~ (fi?U( I~C/eo.Je 1(,23. '3. 3 l. ,rper leBo '. 1/3 a I lOvJec/ . , 71a ::; 9+30)( .'3~ X.'1o XI,3i3 X().$j .sh~r IN/o,",,", .' <fl 718 I'd/Of - 8500. ~ R:r RO^J . 'l/JdSon 11//3/03 ., . . '. -7~:o ~s7s~;i5~~-;~'x'i'~~O~75/.' _. Sl20 ~ /e/1SIO"'. ?RPI'/cJTV ,DGHI<toJD . esoo"* > 340 0 If.-:::.... ,4DE~I/It"'E. .. .I.: :5 1-7",,,,,,- a$>RC/7Y, DCM""OJl '!=t{)Jf,&)vi11T. 4250 -#- 5"eeL ",,\2-S0ollo. > 3'200 ..~ ' \ LAt.!:: .0Ecl'<U':>E \J....T0RE or- r _ '"To "p~ile..N-r L.ONc..("~ "5hec>r '-"'c>u\d ",,\'-\ ~"e <>'""T"<:~ IN. FI'-. l"-E- I 5/Mat-T,I//'vECV.5 ~A-O~Nr:; . ......~. ~e ". !>+c."~e. . '. \LL> ~ . 51. 3 SI +~"'n; \~e 11"\ C\, r~d-;()", ~~~J ~J-( 2~;) j.:= o,g4 < I,~s:"", AilEGvrrr€ (B! 4250. . . : .~,uAL-. \\..JS"I'.LL I~ ?>-c~..., C"Nc......~-tt' ~.\ur~'\- 'oo^.d . , ,_ ., +o.ilur<: \:....;~, s. _ +~:" e=-t.+- ~a.~~~,o: rr~I~te<!.~dU~:~. . IV,", ffYC-I"-Crc.I:' 1"1/,..-J..,(..,.Jt.,UIe-U U'c..c~ ,.., ,,,- _-, .....-- --- flVJf/{;..I.-U""..;/o :{.: . 571!f$<7fNLJ2€A-5E A/?IE 4/../..C<..V&O otJ' T.I'I&E. v~ ~t2 J?E/)1f€40 . i/$E /.:3 ~ pe/< 77'f8l[;.ltb/~, 3 vBC .- " . IAIL/{eAbE A-/.../..o/.LlEO BECAUSE EwEB P<6L1> 8v/50% (PSI Tesh"9). Tf/Cy PI'rSSED. n;sreD BOL.TaJ) '7 5 die;... -I-u. (;, d,,,, - CoNe. -s/,L.Jt'c." ~d,,",,,,, bo",d +G..; lure " \V\Sp"',"'\l>I\JJ are n.:>t "eel! ~~"'t<:. -;ZOK T~ is. req..v...,red / P6IU:o;(.(lAEO tV f# /4JJII W/~d , 11/03, Poost Z"!\c.,+c.\I.(d: C.....C.k,gf / Not \ So +c -ZJI4~ 0 rf tiCes':r . . ~ PROJECT t:t.Li.E8- 4u<1-. ~ CALCULATIONS BY P4..$ ~., . 1 : CONSULTING . , ENGINEERS PROJ.NO...JtJ -3/ OATE 10/2z/o3cHK'08Y . , . SHEET 3>/2,. DATE .;;WE!', CIW.frlC P:9C/I./Ty 6/fI.KY AI-.tJItj/l. Bot..7S '/;8::; 3.1 F< (fer .. 6"f)J/e Sfeel':5 - C!alcs f>1,.<j) fens.-OII. 4[</) 2-5'2.-010 I G. (. " ". "Jv.1 -; II.r1 -7 VI.. I- ~xonchor 7/81' , e p( I-hr~edl em6eCMd C, /I 'per ctU/38 ~ ,Red~ad C! ~ . 1000 pSJ ,41/0..,.JD~k. T ' . /1 ~P/I2E /IIt:lVT/lJ/VEO 1 ~/lV. :r 7~t.../<'z/) WI ~MY 4IM401J/{19v4~) TH-t:iy ~ OK '-"/7/8': I" 1$ /9Jf/t MucH Jl.,(o/iIF :ru/l~7~TtA-'- TAAl!:::'! c.ONcrete 1T/(owtJ b(c 5 t..tr1 b al ~" . 8 9130 ~575. II .' 77'8 ;51;::; 4.1< .~;If uf.t,~/e v ~ , Ei-cl'Ie DJS fl7/JU ~ roO = /I/i.ch()~ E;'bed'hM-I . .'1 " i : ..;r. 100"10- -( '7 ' "~y.~ JO~.I..~ ., _ 90 D,~ Ten5io'! 0,77 Sheo-v. 1.5 ~.s )(1: Iso , "."-:" . , " . J." 7,5" . 3,,.,,, I.J) JVlIN"'O.5E=O. sx. :: 'I / "/ , L-", . ~ c/'1ba:! n?~ C . &/1 /'n s I~t:>t:l OO"~erv&;n've (I,c :tI.t,34 -:; 7.ff1_> z. ~ 7.11fb..{." ")oJ78e q . IP'I. 36' ~% ~%, 88 7e /'7 .f ,'(1;-' 5h~ Y"" , 5h<l!17 r /....oD- c/ fro...., Emf'''~~ Ctf/ks V. .:~( CW , ;:. .10, 3xl,5)<(" Y4'100+ 0.,,1<' IBOOi' (;.'Wx/LZ5S+.{,x~182~ -;: 1'1. /Z1# ..r tJs~l/me'/ no f7-/chot1 q /""124 3. Z k~.R cj, t:1ncho..-s . Page 3 of 6 4.0 FINDINGS That the ITW RamseURead Head Epeon System Ceram- Ic 6 Epoxy Anchors daseribed in this report comply with the 1997 Uniform Building Code"', subjeet to the follow- ing conditions: .'O~,:\"ell4.1 The anchors are installed in accordance with the '1'v.... manufacturer's instructions and this report. 4.2 Anchors are installed In holes and substrates pre-- drilled with a carbide-tipped masonry drill manufactured within the range of the maximum and minimum drill-tip dimensions of ANSI B212.15-1994 for the allowable values sat forth in this report. t...--"" Special inspection In accordance with Section 2.5 Is provided for all anchor installations. Calculations and details showing compliance with this report are submitted to the local building offi- cial for approval. 4.5 Anchors are not used in conjunction with fire.re-- ....,..,..-- sistive construction. except as noted in Section 2.3.3. ---4.6 Anchors are not used to resist tension forces in ceiling or wall installations unless special consid- eration is given to fire-exposure conditions. ...,..-" 4.7 Anchors are not subjected to vibratory or shock loads, such as those encountered by supports for reciprocating engines or crane rails. '"\"0'\"l:~.3 4.4 .........- . 36 ER-4285 Adhesive anchors in unreinforced brick walls re- sist seismic or wind forces only. Use of anchors in con,?rete t~ re st ~uake loads Is pennltted when reduc 0 83 percent of tabulated tension values 0,75 ercent of tabulated shear values. Tha tabulated allowable load values may be increased by 33"3 percent for short..lenn loads, such as wind load~cordance with Sec.. tion 1612.3.3 of the code. '\............ ' Anchors in concrete are limited to installation In uncracked concrete [which Is defined as concrete subjected to maximum 170 psi (1172 kPa) tensile stress induced by extemalloads or defonnalions]. The anchors are limited to interior use, except that Installation In concrete In severe, moderate or neg- ligible exterior weathering locations, in accord- anee with Figure 21..1..1 of UBC Standard 21..1, is pennltted when s~inless steel. threaded rods are installed. ...--A12 During installation, the hole and surrounding loca- tion must be dry. 4.8 4.9 4.10 ..............4.11 4.13 Adhesives are manufactured in Montgomeryville, Pennsylvania, and Wood Dale, illinois, with quality control inspections by PFSITECD (NER-QA251). This report Is subject to re-examination in two years. TABLE 1-MANUFACTURER'S RECOMMENDED CURE TIME FOR EPCON CERAMIC 6 EPOXY ANCHORS MINIMUM CONCRETE TEMPERATURE' I.Fj 65 90 INTTlAl SET llME2 (hoursl 1.0 1.0 CURE TlMEJ (hours) 24 24 For 81: tOe - 519(t"F - 32). IAdhesives shall be installed in substrates at temperatures of at least 650F. Installation in substrates at t~mperatures below 650F is beyond th~ $COpe of this report. 2Anchors are to be undisturbed during th~ initial set time. 'Cure time required prior to application ofallow . n) tensile and shear loads. ./ TENSION CAPACITY . TABLE 2-REOUCTION FACTORS FOR REDUCED SPACING AND EDGE DISTANCES FOR THREADED ROO INSTAllEO IN CONCRETE WITH EPCON CERAMIC 6 AOHESIVE'.2 SHEAR CAPACITY Spaclng(s) and EdgaOlstanea(cJ Factor{fil Smin - O.75E 0.75 C",;n "" 0.50E 0.7 I Linear interpolation is allowed for edge distances that fall between O.5E and 1.25E and anchor spacing that falls between O.75E and I.5E. (E 1% embedment.) 2Load reduction factors should be combined (multiplie where applicable. In the case where three or more anchors are used, spacing reduction factors must (multiplied). Where two or more edge distang:s-a ect nnance. edge redUCtiOD factors must be combined (muhiplied). When a group of anchors is a ",daced spacing and ~6, ".. edge and cing ..duction facto~ . EdgaOlstanc.lcl Factor (F..I Gwin-O..sE 0.3 TABLE 3-SPECIFICAT10NS AND OETAllS FOR INSTALLATION OF THREADED ROD IN CONCRETE WITH EPCON CERAMIC 6 EPOXY ADHESIVE ROD DIAMETER PROPERTY ~f.lnch 'J2lnch Sf. Inch . sJ~ Inch 11nd! 11/..lnch.. I A.r (Tensile stress area of red (in.l)] 0.0775 0.142 0.226 0.334 0.606 0.969 I At, [Nominal area of rod (in.Z)] 0.1042 0.1867 0.2935 0.4246 0.7589 t.l9 I BD [Nom. bit diameter (in.)) 7/16 9/Ui ", 7/, Ilia Pia IE (Min. anchor embed. (in.)] 33/a 4lh I 5% 6J/4 9 IP14 IT (Max:. tightening torque (ft.-/bf)] 18 25 I 80 160 330 450 j H (Min. base material thickness (in.)] 51/2 61/2 I 7]/4 9 t2 15 For 51: I inch.. 25.4 nun, I in.2.. 645.16 nun2, I ft.-Ibf- 1.36 N-m. Page 4 of 6 ANCHOR DIAMETER (lnc.h.., I I I I I I 3/, '/2 51, 3/. 11/4 . . TABLE 4-ALLOWABLE TENSILE LOADS FOR THREADED ROD INSTALLED IN NORMAL.WEIGHT CONCRETE WITH EPCON CERAMIC 6 EPOXY ADHESIVE'.~3.'.5.6.7 TENSILE LOAD BASED ON CONCRETE AND BOND STRENGTH (Ibf}',J (,....000 pll 2,110 2.505 4,420 4,900 6.130 7.190 7.88s,. 10,34~ 11,970..1 15.54?W' 14.245 19;930 5c ER-4285 TENSILE LOAD BASED ON STEEL STRENGTH (lbf) A 307 A 193 Grad.S7 F59J (SAE lOtI) (SAE 4140) 55 304 2,080 4.3'0 SHEAR lOAD BASED ON CONCRETE AND BOND' STRENGTH (tbf)J" 3,730 7.780 3,995 7,155 11,250 14,860 26,560 34,670 MIN. EMBED. ANCHOR DEPTH, SPACING, EDGE. DIAMETER h,..' . c 1Im::h..l (Inch:., IInc.h..1 linch..) I JIB 33/8 .5 41/4 I 1/2 41/2 (,3/4 5:'/8 I )/8 5)/8 87/16 7 I [)/4 63/" 101/S 87/16 -I 1 9 131/1 I JIll, I I )1/4 1(1/4 167/8 14 r FarSI: i inch'" 25.4 mm, Ilbf=4.48 N, I psi "6.89 kPa, tOe = 5/9 WF-32). IAllowable load must be the lesser of concrete and steel strength. The ~teel strength values in the table are in accordance with Section 2.1. 2The tabulated values are for anchors installed al the sp<<itied spacing (s) and edge (c) distances. Spacing and edge distances may be reduced in accordance with Table 2. Linear interpolation may be used for intermediate spacings. JThe tabulated values are for anchors installed in concrete having the designated ~w..t'"'-"": ve strength or higher at the time of installation. "Special inspection in accordance with Section 2.5 must be provided for all anchor installations. . 5Epcon anchors experience a reduction in tensile ani:! shear capacity with increased ambient temperatures. The load factors noted in Figure 1 must be applied to the values noted in the table above when the anchors are installed in locations in which the ambienl .............Jres may exceed 850F. . 6 Allowable loads may be increased for duration ofload in t1ccordance with Section 16 I 2.3.3 of the code. Resistance to earthquake loads is pennitted when bond and steel load is reduced to 75 percent of tabulated values. . 7Bond strength load based on a safety factor of 4. 8Displacement under load is 1/8 inch or less. 9Minimum member or slab thickness is 1.5 hl~ MIN. EMBED. DEPTH, SPACING, EDGE, hw-'D . e . Oneh..} lInch.s} IInchesl ~'" 2.000 pst 33/8 5 41/4 1,800 41h 63/4 55/8 2,080 41h 6J/4 55/8 3,315 6 9 71/2 4,780 55/s 87/16 7 4,425 71h 111/4 9]/8. 5.660 JilL lOllS ~. 7,195 9 'T3"'"f,"" """IT'T.""" 7,940 ...9.... .138"1>. ~ 10,085 U ~15- 1UW I Ill.. 167/8 14 13,915 15 221/2 18]/4 16,340 . For 51: 1 inch - 25,4 nun, Ilbf- 4.48 N, I psi"" 6.89 kPa,tOC '" 5/9 (tOF - 32). IAllowable load must be the lesser of bond and steel strength. The steel strength values in the table are in accordance with Section 2.1. 2The allowable tension capacities may be increased for duration of load in accordance with Section 1612.3.3 of the code. Resistance to earthquake loads is permitted when bond and steel load are red~ced to 83 percenl of tabulated values. 3The tabulated values ~ for anchors installed at tbe specified spacing (s) and.edge (c) distances. Spacing and edge distances may be reduced in accordance with Table 2. Linear interpolation may be used for intermediate spacings. . 4'Jne tabulated values are for anchors installed in concrete having the designated compressive strength or higher at the time of installation. 5Epcon anchors experience a reduction in tensile and shear capacity with increased ambient temperatures. The load factors noted in Figure I must be applied to the values noted in the table above when the anchors are installed in locations in which the ambient temperatures may exceed 850F. 6Special inspection in accordance with Section 2.5 must be provided for all anchor installations. 7Section 2.3.3 contains special considerations for anchor load conditions. sBond strenglh load based on a safety factor of 4. 'Displacement under load is 1/8 inch or less. IOMinimum member or slab thickness is ].5 II..,. 5,870 12,230 fc'=..,OOOpsl 1,465 3,145 4,950 .........-0.040'\ _ 10,085/ -';;&65 8,490 17,690 SS30.. 1,995 3,585 5.635 7,440 13,285 18,840 TENSION CAPACITY Spacing Is} and Edg, Distance (el FlelOf IFf) Smill .. 0.75E 0.75 Cmill = O.sOE 0.7 1 Linear interpolation is allowed for edge distances that fall between O.5E and 1.25E, and anchor spacing that falls between 0.75E and f.5E. 2Load reduction factors should be combined (multiplied) where applicable. In the case where three or more anchors are used, spacing reduction factors must be combined (multiplied). Where two or more edge distances affect perfonnance, edge reduction factors must be combined (multiplied). When a group of anchors is affected by both reduced spacing and reduced edge distances. the edge and spacing reduction factors must be combined (multiplied). . .' 15.180 31.620 23,800 49,580 TABLE 5-ALLOWABLE SHEAR LOADS FOR THREADED ROO INSTALLED IN NORMAL.WEIGHT CONCRETE WITH EPCON EPOXY ADHESIVE'.~3..,5,6 fc'" 2.000 psi 1.300 2,855 4,575 6.'30 9.630 16,270 SHEAR LOAD. BASED ON STEEL STRENGTH (lbf) A 307. A193Gnld,07 (SAE 101'1 (SAE 41"0) 1.040 2.170 1,870 3.895 2,940 6.125 4,250 <f- 8.855 7,590 15.810 11,900 2'.790 TABLE 6-REDUCTION FACTORS FOR REOUCED SPACING AND EDGE DISTANCES FOR REINFORCING BAR INSTALLED IN CONCRETE WITH EPCON ADHESIVE'.2 . . 3<:\ leBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD . WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright C 199B ICBO Evaluation Service,lnc. ER-4285 Reissued November 1. 1998 Filing Category: FASTENERS-Concrete and Masonry Anchors (066) ITW RAMSETlRED HEAD EPCON SYSTEM ITW RAMSET/RED HEAD 1300 NORTH MICHAEL DRIVE WOOD DALE, ILLINOIS 60191 1.0 SUBJECT ITW RamseURed Head Epeon System Ceramic 6 Epoxy An- chors. 2.0 DESCRIPTION 2.1 General: The ITW RamseURed Head Epcon System Ceramie 6 Epoxy Anchors are stud.type adhesive anchors for use in concrete and unreinforced brick walls. The anchors consist of a poly- mer epoxy adhesive and either a threaded steel rod. nut and washer or deformed shank reinforcing bars. The threaded. steel rods range from 3/. ineh through 1'/, inehes (9.5 mm through 31.7 mm) in diameter, and must conform to ASTM A 307 IFu = 60,000 psi (415 MPa) minimum]; ASTM A 193, Grade B7 IFu = 125,000 psi (860 MPa) minimum]: or ASTM F 593, Grada F593A (Alloy Type 304) IFu = 115,000 psi (795 MPa) minimum]. Deformed reinforcement bars range from No.3 to No. 10 and must conform to ASTM A 615, A 616, A 617 or A 706: Grade 60. For installation in unreinforced briek walls. a threaded steel rod, screen tube, steel sleeve, steel plate. nut and washer are used with the epoxy adhesive. Tha Epcon polymer epoxy adhesive, identified as 'Ce- ramie 6: comas in a 17.9-fiuid-ounee (530 ml) cartridga that has equal amounts of resin and hardener components. The dual-component cartridge is used with a hand-powered in- jector tool and disposable plastic mixing nozzle that mixes the resin and hardener components as they are pumped through the nozzle. . The recommended shelf life of the cartridges is .two years when storad at temperatures of 40'F to 125'F (4.4'C to. 52'C). 2.2 Design: Allowable static loads for anchors installed in accordance with this report are shown in Tables 4,5 and 8. These values must be adjusted for in-service temperatures in accordance with Figure 1, and for spaCing and edge effects in accordance with Tables 2 and 6. Allowable loads for anchors subjected to combined shear and tension forces are determined by the fol.- lowing equation: / (:f' + (~r s where: p. = Applied service tension load. Pt = Service tension load. V. = Applied sarviee shear load. \!, = Service shear load. Anchors are not permitted to be subjected to vibratory loads such as those encountered by supports for reciprocating en- gines, crane loads and moving loads due to vehicles. Anchors ' are permitted for live load, dead load, earthquake load, and wind load applications. 2.3 Concrete: 2.3.1 General: Anchors are used in normal-:--veight concrete ~ with various compressive strengths. See Tables 3 and 7 for installation requirements for various threaded.rod sizes., 2.3.2 Installation: A hole is drilled and cleaned of dust and I~ debris, using a nylon brush and a jet of compressed air, to ac. /"'<JI commodate the anehor. Holes for 3/f and '/z-ineh (9.5 and ~ 12.7 mm) threaded studs are drilled /'6 inch (1.6 mm) larger II, than the stud diameter, to predetermined depths, with hand- l'" held electropneumatic rotary hammer drills using carbide- I.... tipped drill bits that comply with ANSI 8212.15--1994. Holes for reinforcing bars and 5/8- through 11/4-inch (15.9 through 31.7 mm) threadad studs are drilled 'I. inch (3.2 mm) larger than the bar or stud diameter. Ambient and concrete temperatures shall be at least 650F (180C) during adhesive placement. A mixing nozzle is at- taehed to the Epcon cartridge and the assembly is in turn at- tached to tha injector tool. Before application, the epoxy is pumped out ofthe nozzle until the material achieves a uniform light-gray color. The hole and surrounding location shall be dry befora the adhesive is piaead. Holes are filled approxi- mately ana-half full with tha mixed epoxy, and the threadad rods are inserted. with a rotating motion, to the bottom of the hole. Adhesives shall cure in accordance with Table 1 before placing attachments. 2.3.3 SpeCial Considerations: The anchors may be used . within fire-resistive construction, provided the anchors only resist wind and/or seismic forces. The anchors cannot be used to resist tension loads in ceiling or wall installations un-. less special consideration is given to fire-exposure condi- tions. 2.4 Unreinforced Brick Walls: 2.4.1 General: Anchors installed in existing unreinforced briek walls with Epcon Ceramie 6 Adhesive resist short-term wind or seismic loads only. Existing unreinforced brick walls must have a minimum thiekness of 13 inehes (330 mm). An- chors are installed in three Configurations, with each utilizing the adhesives, threaded rod and screen tube. Configuration A, shown in Figure 2, has a straight threaded rod embedded 8 inches (203 mm) into the wall. Configuration B, shown in Figure 3, has a threaded rod, bent and installed 13 inehes Evaluation reportsofICBO EvaluationSrrviu, Inc.. orr issued sol~lyto provid~ information to Class A m~mb~rsofICBO, utilizjngth~ code "pon which th~ uport is bas~d. Evaluation r~ports ar~ not to b~ construed os rqJr~unting awhetks or any oth~r attributes nol sp~r:ifiNllly addressed nor as on ~ndors~m~nt or recommrn- dation for use ofth~ subject report. . This report is based "pon indrpendenttests oroth~r tec:hnico.l data submitted by the npplicllnL The ICBO Evaluat;on Semce, Inc., tecllnical slafJhas reviewed the test results and/or other data, but does not possess IUlfacilities 10 malu on independent verification. There is no warranty by lCBO Evaluation Service, Inc., express or implied. as to ,!ny "Finding" or other matter in the report oras to any product covered by the report. This disclaimer ;ncbldes, but is not limited 10, merchantability. Page 1 of6