HomeMy WebLinkAbout5835 OWENS AVE; ; AS990042; Permit10/30/25, 9:55 AM
Job Address:
Permit Type:
Parcel No:
Lot#:
Reference No.:
PC#:
Project Title:
Applicant:
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Fees($)
140
AS990042 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS990042
5835 OWENS AV Status: APPROVED
SPRINK Applied 8/5/1999
2120931100 Approved: 8/20/1999
0
Issued: 8/20/1999
Inspector:
COURTYARD MARRIOTT
Add'I Fees ($)
0
Owner:
CARLSBAD AIRPORT CENTRE OWNERS A
C/O WEYERHAUSER VENTURE CO
21515 HAWTHORNE BLVD #310
TORRANCE CA
Total($)
140
Balance($)
0
1/1
PROM: RAS BLDRS
AUS 18 '119 10:32 T0-11600021007 PHONE NO. : 760 602 1007
fROIHE W!LS~ CORP
A~g. 18 1999 10:50AM P2
T •292 P, 03/03 F-968
unless the changes are revlewttd IIU'lcl c0n=lusl0ns of this report aNt modified or approved
in writing by this cffice.
The Information end reoorr,mandmlons presented in this section are considered minimums
and are not meant to superHCle deslgn(s) by the Uniform Building COlle Qnternational
oonferen~ of Building Officials, 1997), the prcject IM.lotural 11n9ineer, or civil engineer
a:rr;iei.iillll:ing In lftl'1.latural d9$1Qrl-Upon request. GS! could ,:Jl'Ollide adcfitional COnl'lUltation
regarding sell parameter&, as related to foundation desig!'I. They are ccmsiderad
preliminary recommendations fer pri,pesed oonstr1.1ctlcn. in cc,n,i:idera1icn of our flald
lnveGllgatlon, faboratorytesflng, and engineenng analysis. Our ptsvlous study {GS!, 1997)
should be u11ed together with this current study during ffie project planning design and
ccmrtructlon by the project slnlctur&d engineer and/or arol"liteot.
Prtllmlnart PaYDriBtton OuJan
SMring Val1.1e
1. The foundation systems should ce designed and CC1nstn.1c+.ed in =rdance with
guidallnes presented Jn the latest edlllon of the Uniform Bulldlng Code.
a. An allowable bearing value of 1 &00 pcunds per squarv fcot may be Uaed for design
of oontlnuou,, footlnga 12 lnolUIII wide and 18 incl1es deep and fer deei;n of
isolated pad footings 24 lnchee :iciuare e.nd 24 lnohae deep founded entirely Into
compacted 1111 ~ competent fi.rmalional ~rial end connected by grade beam ot
tie beam in ate least onll dlrec,tfon. T'hls veilue may be increased by 200 pcunds
par square root for each additional 1 :l inches in deP1h to a maximum value of 2600
pounds per &quare foot. The 11bave valuee may 1)11 l1"1creatl$d by one-lhlrd W!'len
considering short duration aelsmic i.r wind loads. No inl':tea&e. In bearing, for
lboting width is recommended.
Lateral Prusure
1 . For lataral sUdlng rasi~, 111 0.30 oaafflclent ¢f friction may be utilized for a
concrwte to soil contact when mulllpRed by the dead load~ '"'-~----"""-
2. Peislve earth pre118ure may be ccm?rted as an equivalent fluid having a density of
250 pounds per cubic fclot With a maximum earth pre$Sllre or 2000 p0unds per
square foot
s.
4,
When combining passive pr8S!!UTII and frtctional reslG!am:e, the pa8$1Ve pte11:iura
oompcnent Ghould b• reduoCld by one-third.
. ·, ~ All footings should maintain a minimum 7-feot horizontial 11otb111ok ham the l>alo$ lift
the footing to any de30end!r,g alor,ie. This distance ls measured from the footing
HuntinglDn Hapllllllly Ol'oup w.o_ ilia& ~. ;r sepiambara, 1see
Page14
Parcel& 2 ~ :;I Of LCI! 28, Carlabad Al,pc,rt Ce/ttl
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FROM: RAS BLDRS PHONE NO. : 760 602 1007 Au9. 18 1999 10:50AM P3
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