HomeMy WebLinkAbout05040051-Correspondence430 North Rangeline Road
317-581-8877
317-58.1-8856 Fax
ANCHORAGE REQUIREMENTS, LOT 17, SEDGWICK
~g~gl~g~.g~ anchorage for garage foundation wall; all sections to have 2 x 4 treated
wood plates.
West end 2, ½-inch anchor bolts
Between doors 2, ½-inch anchor bolts
East end 2, ½- inch anchor bolts
Uplift resistance, each section = 2 x 137 pounds = 274 pounds (Based on force to pull 2 x 4
plate off of anchor bolts, with 2 ½ safety factor included.)
Both anchor bolts in outer edge of plate
Between doors Both anchor bolts under siding
East end Anchor holt nearest door, too close to studs to place washer and nut.
Uplift resistance of other anchor bolt = 137 potmds
West end and ~ doors; add two 5/8-inch epoxy anchors with 5 ½ inch embedment to
each section. Uphfl resistance each section, to pull anchors from concrete = 9,270 pounds
East end Add one 5/8 - inch expansion anchor or epoxy anchor. Added uplift
resistance to pull anchor from concrete = 2,091 pounds
Proposed additional anchors will provide mom anchorage at least equal to ori~ly planned
anchor bolts.
Note: Code requirement is one, ½ inc~ anchor bolt per 6 feet of foundation wall~ with one bolt
within 1 foot of each end of each secti°n of wall. The anchor bolts in the other walls of this
garage are spaced at 2 feet or less.
Richard O Albright, Inc., dba Richard 0 Albright, P.E.
CENTER PIER ADDITION
LOT 17, SEDGWICK
NOTES:
end of
Form
smooth fini
oroughly cleaned, and coy red with
of concrete.
existing wall about 4 inches above floor, 6 inches from each
of dowels.
form and around reinforcing.
rubbed with float for
nd after finish.
withdrawn after initial set.
reinserted after concrete is at
......:,,~:,.;:..
least 7 days old
BACK PIER ADDITION
LOT 17, SEDGWICK
NOTES:
and covered with
6 inches from each
end I be tied 1" from outer ends of dowels.
~t~ff mlxt ~re thoroughly tamped nto form and around re nforcmg.
after Concrete has set a~d surfaces shall be rubbed w th f oat for
shall be coated with curing compound after finish,
between studs nearest door shall be drilled through plate and into
concrete before concrete s p aced
Expansion or epoxy anchor ;shall be installed after concrete j.~t, l~.ast 7 days 9Jd
0G/iT/2005 15:52 3177596482 k~E]~ER~E P,AC.~ 04/05
BACK PIER ADDITION
LOT 17, SEDGWICK
and covered with
6 inches from each
06/~6/2005 07:
~6482
HROuem~
~,qEBER CONCRETE
317-581
PAGE 82/82
430 Nonll gang¢lJ~¢ R~ (46032)
3
317-581 ,~856 Fax
Juoe l$. 2005
T0 Whom 1I Ma:y' C.(mcem:
A. Lhe ,equest,, u.. ¢, .,,~,. ,,.~ et~ ~.onslruft on. 1 ns~ted ~ concrete p~erl~w,~n e
~,,~(I, ~,~o. ,t, , ,,,,,a, , ..... ons.,~, ~e .~-gc_ ,oor ~z~ b~n vl~c~d. , and t~cl, ,,~t' ·
floor of the ~ouse ha,: i~ur, 'frr,med, ~e sole plato for t~c shoa wall ~w~n ~c ~e doors
overh~gs thc t~p ot I.,c p?er :~ut haft its ~]dtb to'the msid~, fhe ~er i.s concerned about
the stabilgv of fl~is ~4~,,I wall dmt will can%, the beams above the Saree doom. '~e shoa wall
is ~ut ~ inches ~]l and 33 h~ches long. hz my 0piton. it shoed have additional suppo~.
I recommend that lv,:o 4-inch..~olid co~cre~e mo,sonry t n ~ be p ~d b~c~ the gar~z
and ~e sole plale, Ii'the .nits ar~ placed in a n~tly I~id. mo~ be& riley should fit ~nug8 y
~der the fa'to, b~ ~'~ ~ere s not a snug fir thin shi ~s can ~ h~se~ed be~een ~e units a~d
epoxy resin be~ee~ ~e ~ts ~d tile il~ide of the
!-t tfufd O,a. lbriff.ht. In~,, dbn R iehr~ll 0 .,/Ibdfr~ P.E.
430 Nortl~ Rangeline Road (46032)
P O Box 742
Cam~el, I[ndiarla 46082-0742
317-581-8877
81-
.~ugust 4. 2005
Re: Garage foundatk,,~ told B:~? '~Sndo~¥ plate, Lot 17. Sedgwick. Carmel
and ~
xposure of the t~p o~
i~pair.
fa bott was exposed. ~l~e outside of the
~ dxen covered witch an elx~xy-basedrepair mortar' The .
have a si~ificant effect on the strength of the
;, ,,_ / ! ~ AJbngh~. fnc, dba Richard