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RUTALIATIONIN$T ' "C',
AVIODEL I tpjvy SERIES STEgL FOUNPM N$YSTgM - PAN 9
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OLIVEIRTECHHOLOGIES, fmc
FLORIDA INSTALLATION-jf4STftUgTIPW�;.FOKT-HE
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MWEL 11 61 'IV# (Steps 14 40,
190GITUMNAL. dAY.t"Faulty Steps--19
LATERAL Steps 4-3 and Steps 1044
hat) VnR;C0NCPF.W APPLICAT10- MS.- f6flow'Steps 13k.-IS FK(-4NFFRS -STAU11
I "SPECIAL CWCUM, Awqsofthoro. lowing conditions occur
a).:Pier heighf.exceedsAW R66f. eaive exceAd ocation is. ini5b0feetofteast:.
60ength 6f homeexce-eds,.70:
'm fbot square to expose�flrmoitfbr eg.h:gro4nd pan iC)
o,,4ew.etLdsand.d.Lobrisiry.a.*T):�ipproximate�wo ... .I. I . . . 1fi.. �h
h n jer. r
:belov� chassis j�60 p t soil untilu grb Xf
3. pl�ce*g un gan -diredly: an-k. ens or we pan-TIM y in. 6
d
:'t
'' ,.V. .
SPECIAI�,NQTE,0r1o)jjjtudj6 `�.'brqte system may :also. serve asa pier under:th.g.h4thouldeAdadedas any pier..
I.tis:recatrtrrtend:?c that Inc owe -COM
wtoviersotomp --te
AN(I ORPEgspit
SEUSM IF PROBETEST-READINa ARE BETIAIEEN-276.&.350&4 fVQT-f
STABIU7 TIES ARE LSO ,ERPLATE.�WERY W.VERTKAL A i 6WKED0 HO
d : ia4karAf0r'.a0Pr0.VT1ate pier height' A 5600oft 16catidn. :64 arid' 4, MA, - 459 maax j Tubs ung.th Tube Length vq,
W,
,31 tO
33-,tia 41
Diagram A
�E I PROK$" K.
Er 0 Is f -QU11JED4 0 L.T ST OULD
fi- 00 68'ETEST READ1NCSxA BETKENI.
rknRMAY- RP ijqf-:(j.`t1SF--Gk0UND ANCHORSMITH MAGONALTIES AND.
10100)-00M the
(40` mm..= Q*Max.) b th,
T4 eLeng
440
Diagrams
t1.50"sq j �%rtcarriage 6�6he _ pare tubts'.(El into, tb&,U" bracket 0)
a
5 Pta,e t-bean conned)or (9: ops49on th6bottbmfl ge-Pf the `-irboab,
'be4m onnecto e
-c- rsf soo foste.n locks ly
bafts
-8 4-1 n) Attach jhe se;14ae 1�54 be (E),to-tlie*l-bL�am.conni�cfor�(F
viri d. ) � 6 i'l cl fa,
Ith b0ft and,nur. (For Diagram 1 .6
—A -iA�.
8.,Re'peat steps 6 through, 7-to create. the. �'V`paftemx0.6 if the Square tubes 1�10--P.180.1
w
a, usi-tg st4j 64�Arj.h , an . d tpojs,i . igivton all riots and bolts, (FovDrags qi Aj.hsta V 0 1 secur# andlf 560 tub�its using
RSA: i ASySIM. Modol 1116-11"
IUSX-A�Jfflffl QE 14MAt TC-(FS,,C0PiK'q'.TT8'ANW.F.
NA
t4o OF -,is
jfi�� THE jjsr. -p , EQO.lRtSVERIICALIIESSPACED.-AT: 4,
E' E MANUFACTURER S.PEOFTS DIFFERIC.-NT,
-FOUR FOOT (41 GROUND ANCHOR MAY BE --USED EX.C.MWHERE H-- ; HOM
10 ns .91Wrakal:tie manufacture NOTecgnteriip6anchors
ancbor lo
ipbesd6d.kp . ads in kcessof 4,0001bs-
'reqijlrea,Yanchar�p-er hoiiditude..
o-t-up-W&4#,�hsve�r50 at rt
sqPare Wbe- t�McetWl*!10- s "Or
I I.Sekict the correct tube.;
'be :the bot � rn, th h. serted-W
7r U a� .to . tubl4i and -1: 5" Wbe as the in
12. instailthe 1-,Wtransverse to theground: pan cdnoea16.i (D) Wftli- arid nut
KboltanO nu;.
14. �ecure 1150"'transverse arm io-tl5, transverse- arm i page,
hffik AA441 IMA M.W.R.-PAWN'T PFUMNG.
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UMNG CO
15.-A.concrpterunneT;;footOrdrsiabM6y'*beused.jp ace ofth :ste6l.groUnOpan;
a). The concr&e shah iiiEi. mint t#-n',2.500psjVrn1jC
Alconcrete -runner r.na.y.:beelthee-lb.'noitudiiial:or.t.r6rL A, n dip4 he a rnin'mutf 8"de umvidth.of 1-6 inches
deep With'i a minim
ie.b and the-t�dgj��of the concrete (see below).
l6ncptqd1h6l1j6r 1 1 �g fathes transverse to -allow proper &tanc(�.*between thecqnde ok
,and.olbstoe.al min . Imurn, of
ln o esy.�i in not required- Foatf�rs
Alf i:p f;fil jopthmastbe4 a !' minimum . Spgd.al �t�ecOM ref e
must allow for at least- 4!-froftthe concrete bolt td the:.edge i5fthe '.r oncre e4,
NOTE. Tho bon m.of
ION—GITUDIVAU-1 MOM 1LO_1J9!TV'L
d co creteiuse P4yt#
n
-ick br . kket is -cittoehed: to thikoilcrete using Ing M. -.Off #
145/8,�rcoq gtevedde:b Olt-s. (Msi pson
*rs-eqava _ Mark. bolt fi(A 106
S1 6234014 518" X 31� or pow lent).:PlacefhsCA
masprr
ry bit,'drill a hole toz,ryiinimurn depth-.&*3*� "Oe sureaftclust and concrete Is blown olitoftb "A s.olace-wedge::bo.l.t�s.intoieiie
r
"-I+,: L cfx�f , 'A14A60 hnit-nt hamm er ".A.'fituhtlydrive the - wed ge boffs
low'-
na P.. f n a h d or; -b9jtj,_ThgA1_ obe.pfor: b_e
�ykjq1tig-.the. makingsure t t ma.
tine
oo-,
n r.. i t ,F & -TA!�A:
17. 'y 54� imtall6t.i0o 0: 107�1)
f M�alI;6 sLtro�a trete k
mwk bolt. bole localclon-S, then U-Singa 5,18" dia 11. duA a.h.d. con
M^
dr� I tran�* rs,4 :-
bjo n out ofthe.hole. Puce wedge'bolts. (Sirllpsotvoart v"S-1-6230*.OH'518":,X.��!i:,or Povoggpecluiva ent) Into. (D) concrete
Coilhector . a nd: In VodriT1ed:ho.le.1fneededf n yK jfttri§.the slut lrriakCfnr sure lr�t to.
pit the.top 611hread.% On
8- Whenet.) imtaUp
usingport#11,01. Mwetsk) CM . 0 _ . , `
.1, LENGTHOF �40U.SE P
MS ONLY.
1. i� z'LOCATI N OF
):LtNOTHS VP tO 82'
.. I.I.I... I O... E U.. ..
H01VIES WITH 511 'RMPITCRR Q I.RF.,
�:PER FLORID4 REG.UI. TJONS
6.sy'5terns fOr-hotne lengths up tof-52, and 8 systems, fotdomes -b.VO r'52"A6dAip,80!.
PATeNT.1 66:14450 & OTHER. P.ATENT PENDINIG.
k6ision 0$1 23t-1 8
IN
I CeMintbl%k
onlitt,
jsarclaqly j
j7.Tla'15V0fSe M 61i
Plorida:appro�,ed4tground -anchoy-.i:maybe us.ed:ina4locailot)sexce -honle man"ffictureo; slorsi ewall
pt where tion d
Arm are in excess of 4,660 tbs. Theselocations.recuireaSI anchov.Pot glorida code.
C = GRPUND PAN I CONCRETE- FOOTER CAR -RkINNER.1
P = GROUNDRAN I CONCRETE UaRAM_TTRANSVERSE CONNECTOR fco"necu wlth.',qiade'. /2.ii..
Aav!d nut)
ffilagib. bpi
..... . . . . . .
El=T'ELESC0V!NGV:BkACETU8t ASSEMBLY !S— BEBOTIOMAKDI,15.'�.TUBEI . . . . . .
TU TUBE
89.AcE 1,6EAM; CONNECT'OkASSEMM
H*IELtSCOPINGIMNS-VEkSCARt,AASSEMBLY
1;;TRAi5VER5.EARMiTgEAM.C6NNC�C.T�OR.:.(cor.inetts with grad Wt and nut),
J=VPAN gRAC,KET.(.icoririecis.Mthgrade -S:-,,'lI XX"I&v.carrla
D,- Poh'Traftotibe.Cohhec r
-m ktjp:
. 0-4614 i 110-1..
.PAIENT#,*ro634l5O&.OTHE.R-,PATEN.-T.P;ENt,),ING
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Revision Q&/�3i'1
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