HomeMy WebLinkAboutSOIL EXPLORATION ADDENDUMOL LLUUIU LIPUM I&V
dMix, RiMlty Homes, inc
,.Attention Alan _7arpell
17,60, N
L.Jog koa'*, Suite 1400;
- J - ,reach;
"d
West Palm;
Florida 33`411
-' r RE: ,,$oil Ex'Old-fAtIo0i, Adidon-Um42OkatOia..s &tft H. . . �.. of.
Frqp.qsed,`-,Qnq-Otqry KeAidOhoe
I luediI.SurfoylotCourt, Fort is Orm Florida:
.,.GFA';Project -.# 1&.161.4.01
Dear: Mr Ta Ik
01
4ia-o37{
;Leading Engineering --Source
November 17,2i016
Revised i 1-
(JPA Wderiatimal was —;;requested to: provi.dob:.eficAl p-li'qoqwpM100tip.n
p. for ppq!s-up*ppl .. ,the
abov6 Werenced projedf.Th6,a . :from 'reports; referenced -above were
performed; in accordance with
of Jh!Pr Florida'Sdiloifig addition): 'bnd'
P-Niptor liq
Applicabl'&:AThe: boring logs o d site,pi phadIo this ,report
for Toor Vnr-P.,
re d
MOO' p 6: !..qqmMendatlons,-*6 Otbvidieff,tiblio'w". ba'se - om:thex oringg-..
Pilb,:FdWjd6tl6h (Helical. PleCslt
.Helical p e-dond.o, gaIyan"ed.. ,Chafts gqgprs.,,qn. the bottom shaft The shafts:
re, potted to as :the: bhcIft Ariftd: into thd,4ijbi� ft Tholorqua applied during,
together .. piers.
h
ep. :pj- Thel-, dhbft dutlb--thb,�.appropriate
t t.
�d i ed" AM qM capacity compression'bfthe he
pi caps, boom: the, the helical:
he6qgj:
duf�bff and typically' -I' footings or ca4,,.Qn, pp th
,piers...
Helical plditsi ifor thdyp6"se t- -bf-structures -generally :requira 4 to 12- t0tl, capappy. We recommendt
piers e-
Ii—I di -tit d, 6 $Afam rs, helical diameter) 606A bdhtdi�&AO� To obtain'
.0 $PPPO'.. lea! ete
'iOrs,WOO.d -lik hove required..;.a iatbapacw I slated into the medium q y _Jq bq; jh4tpl,qj...jn '.s9p, p_ pq
to: very ;',de,'sie. saricl encountered from about ig2to" 3646,.0t,bel. OWZ. , existing
g:-rad0-
.
e length
of the
P 0*and PO; �PYQPO 16 %P#t 00NO0the.required- torque d
Eoc.Wplorous,i lie installed with',
NW Enterpri e.Drive-A P .6 Florida U906 -,q: (74),§75 (7 ,'024-3 72192445801tik) e? *-W'.t ii
sbit. I 59'pIp,pC I.i0q�.....A.. .d..#P.-..
en,d, :Helical, ..Mrs,16r P661 T`MbWMJOAT 2016'
..
121' Queen #YiOr,Court, 7poPierce; zL Rbvisbd'F6beU6ry*,:2017
GFAProjet# 4IX1
ln,accordance **-with -,.'Section 4810.13.1, 9, Of the Florida Bu-11;din-9- C- d- e th allowable J 'dOW n1oad,
d' as f lb #,of.hd 401,_Otor iried ., b..Pwpzt
(p 6Fthe ,areas bfthe helical
rock campy6 the
2. Ulth:;'.' befd1itVAdi6ir initd. ,
hbUI fbitt'-w6l i-A*dcurhant6d correlations with I nital-lationtmu
Ultimate ,C .., '.... I-'Il
-,fr'-Pom
10."tests:-I
4. Ultimate r0081CP 040fpAN-.
Ultimate axial q1padtYof pile 1sh ftcouplings.
kS';.jl�(Mato-v<kalq pa g 1pat-ep—srOftike.d!topiI6
require capacity Helical pier design and O*q#pq is, proprietary r - .
ro ne y InThe lodatidin-'s-a-hid d f, th pad :.0 e
py
designed"! b *t,. o structural engineer or other qualified !�' f,' .141,01, pile support
plots, nust b, i� y Otura .-PPrOW10prw .
existingrecommendations are :based dh'the: :. SttUdtutds,(ihdUdh-g existing footings - and: slabs if
applicable);74I:1 t1e; -fit :.which willbt-.d-btprM;npd INy Ofh6ts.,,G recommendsewg tfiita:
- w i Ok'monitor. T4;3,ppMOO
I. pier installation' J,n accordance representative fBuilding Code:
.. . . .... - Ihstallatidi-6f piers:shouldbb"petfldrt6d.aafter .Ii iit s�hm been.Won 'and. I toavoid
-
installation. . l.,,prpbtqm§. and for safety et e, services Were :not " MQJ t h i n', our scope of.'s'16Ndb4t:
thb (percent o dry weight: passing Fill 'and b6ckfill. should :be °dldahf sand -.VIth.less .: 6.5. fin6s1per. 't - f d: h(
i4m 200 . sieve). the . fill (Ihq'lqdi6g 4 . a gnti...p wyd.,g' d beams should bd,40.16ced in 1.24
ith �00.bh*: lift -modi-flod'-pr c" maximum
at`
p �c'-b'MiJac4b'.8 compacted
'h, t , - io. 95% .,Of,. the Proctor Ind . ick 0 e I
Ory:opn ity(D1j0e,pOO! n :should be of y ogti.
Copies. 0-fiOnt-R-11
6 's
na er
Report #40461-43,00 dated' w"14# 000,00):
1%4 0'0 Report ofTest Pits:and Auger Borings:
GFH