HomeMy WebLinkAbout889 PALOMAR AIRPORT RD; ; FX982936; Permit1/31/25, 10:44AM
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FX982936 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: FX982936
889 PALOMAR
Status:
AIRPORT RD
SPRINK Applied
2110500100 Approved:
0
Issued:
Inspector:
ISLANDS RESTAURANT U/G
Owner:
WINTER RAY TR
17 45 ROCKY RD
FULLERTON CA
ISSUED
3/22/1999
Add'I Fees ($) Total($) Balance($)
-------l---------------------·-·-·-··
0 140 0 l ' ---J
1/1
03/26/1999 11:06 6194451997 TIM GUIS ENT
.223 Patrick or.
Pb. 589-t43l
Norm
Bl Cajon, CA
.9.1019-1505
March 26, 1999
Carlsbad Fire Dep~rtment
Fiui:# 760-929-0256
RE: thrust block sizes, underground piping, Islands Restaurant
Operating Pressures 200 PSI Soil bearing capacity 1500 PSF
Total thrust developed at fittings, tn a 4" C900C1200 water line
(PER: JOHN-MANVILLE SALES CORPORATION. pipe manufacturer)
90° •lbow 3,600 -, 45° elbow 2,200 #
Dead Ends 2.600 H
Therafore the thrust block~ shall be sized as fo1101fs; (minimums)
900 31600' • 2.4 SQ, FT. 45°
1 ;soo
1' high x 2.4' wtde
OR 1.5 1 high x 1.6' wide OR
Dead Ends i:~gg ~ 1.73 SQ. Fl'.
1' high x 1.73' wide
OR 1.s' hish x 1.15' wide
BXAMPLES:
Direction of thrust
[45°)
21200 1.soo -1.46 SQ.
l' high x 1,46' wide
1.5' hish x .97' wide
Flanged connection
[Dead end]
Direction of thrust
MJ or Push on connection
D1tection of thrust
£90~,l
FT.
PAGE 01
03/22/1999 17:58 6194451997 TIM GUIS ENT
GILES-LOS A~GELES TEL:il4 779 0068
'Proposed latands llm.urant
cadsbad. Calilbmia
Project No. 2CM80S:IOOS
Papl2
Lan;ml Lond R13iuaosce
PAGE 01
P. 015
L11tctal load resistance will be developed by ll combinacion of trk,ion acting 1t the hue or
foundations and slabs n.nd the passive cnrth pn:ssur~ developed by footings bef ow gmde. Pu:sivc
pressure and friction may be used in combin.a.,ion. without rcductio11. in dcr:ccmining lhc total
resistance to lateral toads. A one-thitd increase in tho passive pro,sure "illue rnay be usm for short
dunttion wind or ,eismic loads.
A coefficient of &iciian of 0J0 may be ,ued with d=d load force, fer footings placed on
undistutbtd ative soil or non-cicpansiYt: l\l'\ICtund compac:tc:d fill. An 1lluwable passive anh
penure on:u psf per foot of foodl\l depth below the lowest adjai:tnt 1r1de (pct) may be UNCI for
tlte lldes of faoEinp placed apiC1&t properly compac:ted atn.ic:tunaJ fill or uCldisturbcd nadv• soil. na
maxim1icn recommended allowable pwl"VO pri:u1.1rc ii 1,500 p11f'.
Bearing Mi\Jl!riilI Ctirr.ciA
• Soil suitable for direcr fo1.1ndation supPO£!... or i:i the subgriuic tbr pliccment of structural
compacted fill and thereby pravidt1J indirect fou1'Mtion support should exhibit :it l~ast a firm relative
density (average c1;1rrl!t:ted N-value of at lc::lst ll) for noo-cohesive ~ils or a. !itiff comp•tatiWI
consistency (average qu v11luc: orat ltnn Ui lst) for cobcsiVt.: soils for the recommended 3,000 2sr
be&ing ca.~~ For design and comcrucc,an esciina(h1g purposes. suitablt bearing soils are generally
a:n.ticipatcd to exist nr namin~ depth below finii.h-=d pad jrnde upon completion of building pad
overexcavation and rccompaction. Sm.u:rural fill placed and \,o1lmpacti!d under cngincenng controlled
col\ditions is considered to be suit:1blc tor dir~cr foundncio,1 support.
lf i, is desiri,d not to ovtrex.c:avar.: the: building pnd and to eldcnd ibotins trenches to nativa
,oils and reduce site: w•ding requirements. suit:lbh: bcmng nati vi: soils arc anticipated ro mclst •t the
raUowin& depths/clcva.lions at our test borini.: locations basc::d upon rhc recommended allowable soil
bearing pressure or l .~00 psf.
Gll.E.'\ ENCHNcf.RlNG A~llt:lf\TE.'i. INt.:.
RECEJVED
ocr 1 2 19SB
STOA
f