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
..
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. SHEET
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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
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50
2.
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((jK . wI Af)&a ilt'r7E
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~()?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.
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