HomeMy WebLinkAbout2633 CAZADERO DR; ; 85-561; PermitDECLARATIONS
LENDER WORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR
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/BUILDING/SPECIAL CONDITIONS
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER
PROJECT
ADDRESS
85-561 DATE 4-16-86
2633/2635 Cazadero
PROJECT NO
TYPE OF UNIT
CONTACT PERSON
UNIT NUMBER
NUMBER OF UNITS
PHASE NO
2
Bruno Neri
CONTACT TELEPHONE _ 758-'0210
INSPECTED
BY
INSPECTED
BY
INSPECTED
BY
"NAsTpEECTEr^//P/ /£
DATE
INSPECTED
DATE
INSPECTED
APPROVED
APPROVED
APPROVED
DISAPPROVED
DISAPPROVED
DISAPPROVED
COMMENTS
Rev 1/86 WHITE Suspense GREEN Engineering CANARY Utilities PINK Planning GOLD Fire
\ ': FINAL BUILDING INSPECTION
PLAN CHECK NUMBER 85-561
PROJECT
ADDRESS
DATE 4-16-86
2633/2635 Cazadero
PROJECT NO
TYPE OF UNIT
CONTACT PERSON
UNIT NUMBER
NUMBER OF UNITS
PHASE NO
Bruno Neri
CONTACT TELEPHONE 758-Q21Q
INSPECTED
BY _
INSPECTED
BY _
INSPECTED
BY
ATE
INSPECTED
DATE
INSPECTED
DATE
INSPECTED
APPROVED
APPROVED
DISAPPROVED
DISAPPROVED
DISAPPROVED
COMMENTS
Rev 1/86 WHITE Suspense GREEN Engineering CANARY Utilities PINK Planning GOLD Fire
ESGIL CORPORATION
9320 curs VPT \KU DR . sui re 2os
s v,\ DU:GO, CA 92123
DATE ' _ &Z<f$6 _ FIjAPPLICANT~
JURISDICTION O /^^Z^S^yXg^3 QPLAN CHECKER
_^ QT1LE COPY"
PL?N CHECK NO. C?6"~~^~<^/ "" r^/ Q UPS
^ _ , DESIGNER
PROJECT ADDRESS. "
PROJECT
.^ The plans transmitted nerawith have been corrected where
IE*!] necessrry and suos ca ^ tj_al ly ccnpiy vfith ths jurisdiction's
Building codes.
The plans tr an SITU tted herewith wil 1 substantially comply
.—. wj. ch t-e jurisdiction's buiiaing codes r/nen minor deficien-
I I cies identified are resolved and
checked by building department stalf.
The pie is transmitted here vit"> nave significant deficiencies
f~l identified on the enclosed check list and should be corrected
and resubmitted for a ccnplete recheck.
The check list transmitted herewitn is the jurisdiction's
copy for your information The plans arc being held at
Esgil Corp until corrected plans are submitted for recheck.
D Tne applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's COPV of the check list has oeen sent to:n :: - ,
[||wi Esgil staff did not advise the applicant contact person that
iMa plan check has been completed
Esgil staff did advise applicant that the plan check has
( | been completed. Person contacted:
Date contacted: Telephone r_
REMARKS
SGIL CORPORATION
ESGIL CORPORATION
9320 CHESAPEAKE DR . SUITE 2O8
SAN DIEGO, CA 92123
(619) 56O-1468
\o|u
DATE:
JURISDICTION:
CQ
PLAN CHECK NO: _ <£$ 5"' $"&/ ~
Q PLAN CHECKER
QFILE COPY
Q UPS
DESIGNER
PROJECT ADDRESS:
PROJECT NAME:
, — .
I _ I
. — -
I _ I
[ |
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified _ . are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp. until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
[I
Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted: __
Date contacted:
REMARKS :
Telephone #.
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Pr 7T\6rO -
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TO j^-'-i^.
ESGIL CORPORATION
9320 CHESAPEAKE OR , SUITE 208
SAN DIEGO. CA 92123
<6 I 9) 560- 1 468
DATE: -3<$ _ APPLICANT
JURISDICTION
JURISDICTION: _ £T ^2* £. £>&*?£) _ Q PLAN CHECKER
_ QFILE COP^T
PLAN CHECK NO: S S"~~ S~6> / — JZT" _ Q UPS
Q DESIGNER
PROJECT ADDRESS:
PROJECT NAME : £2 /<Z U
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
.— with the jurisdiction's building codes when minor deficien-
I I cies identified \ are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
Hj| identified on the enclosed check list and should be corrected
and resubnutted for a complete recheck.
The check lisc transmitted herewith is the jurisdiction's
copy for your information. The plans are being heid at
Esgil Corp, until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
inn Esgil staff did not advise the applicant contact person that
W plan check has been completed.
Esgil staff did advise applicant that the plan check has
I | been completed. Person contacted:
Date contacted: Telephone #_
REMARKS:
BY: ^S \^'^»^v^. ENCL:)Vvu«a t
ESGIL CORPORATION
I1 APPLICANT COPY
CD CITY COPY
PLAN CHECKER COPY
Cit? of
PROJECT A2CHZSS
TO i
PLAM
Plan Check No.
Date plans received by
3at* plans rncnived by plan checker_
Data initial plan check coapleted "Tx^X? By
FOREWORD PLEASE 3EAD TeL. '619*
Plan check is liaised to laconical r
contained in the L'lifera 3uildng Codo,
Plumbing Coda, Unifona Mechanical Coda, National
Electrical Coda and state laws Tabulating energy
conservation, noise attenuation and access lor
the handicapped. The plan chack is based en
regulations enforced by tha Buildtig Ir.«paction
Department. You may have othar corrections
based on law» and ordinances enforced by til*
Plannirg Department, Engineering Departaer.E
or Other departments.
The items circled belov need clarification,
modificaticn or changa. All circled itecta have
tc be satisfied before the plans will b* in
conformance with the cited code» and regulation*.
Per Sec. 303 Ic), Wrt Unirora Suildinq Code,
the approval of th.e*pl*ns doe« not penmit the
violation of anyx^tata, county or city law.
PLANS
PUne oiake all corrtctions on the original
tracings and subait two new lets of prints,
and any original plan sets that way have
b**n returned to you by the Jurisdiction,
'
To facilitate rechecking, please identify,
next to each circled itaa, the sheet of
the plans upon which each correction on
this sheet has been nade and return this
check sheet with the revised plan*.
Indicate on plans the na»e of the legal
owner and naae of person responsible for
the preparation jf the plans. Sec. 102(b)
Submit fully dimensioned plot plan drawn
CO icale showing location site, and use
of all existing .ind proposed structures
on the lot. Identify property lines and
show Lot dimensions and all easonenta
Show location of all cut or fill slopes
and approximate finish floor elevations
for all structures and show elevations at
all corners. Sec. 3Q2(b)7.
Indicate distance frost center-line of _.
or alley to property lire and distance from
cuch to property line. Sec. 302ib)7
Plans, specifications and calculations shall
be signed by a California State licensed
engineer or architect. (California
Business ard Professions CodaJ
FlUr PRC-gCT-ICT-l
Walls closer than 3 feet to property lines
snail be one-hour fira-rated construction,
have no openings, and shall have 3C incl
parapets wnen t^io building floor area excacda
1,000 squjira faat on any floor. (Table 5-A
Sec. 1709U)
Projection*, including eaves, may -ot extend
more than 12 inches into the 3 foot setback
fronn the property line. Sec. 1710 and
Sec. SQ4(b)
Projections, including eavas, shall t>a on«-
hour fire-raaistive construction, heavy
timber or a£ non-combuatibla Mtcri.il if
they project into the 3' setback area frca
the property li.-e Sac. 1710
Show location of pora^nentl/ wired smoke
detector Sec. 1210
C. , ROOM Sir's. LIGHT,AMO CLASI1C
Ono room must contain a miniaun of 150 square
feet of superficial floor area Sec. 1207lbJ
Habitable roons, oth«r than kitchens, shall
contain at least 70 square feet of ElocC
area. Sec. 1207(b)
Xindow area must be at least 1/10 of the
floor area and a minimum of 10 squar* feet
per Sec. 1207Ia). Appears to be deficient
in
Op«nabl« windc-w arei must b« 1/20 of the
floor area and a .-nirimun of 5 square feet.
In bathrooms, laund'y rooms and similar
rooms. Hinimuta is L.3 sq.ft. (£ec.l205!a)
One-half of all required window area suit
be openable in
Provide mechanical ventilation capable of
providing five air changes per hour In
bathrooas, water clo«et co«p*rt»«nts, laundry
rooas and sinllar rooaa it required
are not provided. 3*c UOllal
No habitable room, other than a kitchen,
•hall be lasi than 7*0" in Any dimension
Sec. U07(cl
Show that ceiling height for habitable
rooai is a MlnlaiuM of 7'f. Sec
Show ~ei 1 -ng neignc ;or laundr1. roans,
'. wavs , car r -^ata , ard sac1- rooms is a
rnim.mu.~i a- 7 ' 0 Sec 1 20 7 ! a )
Provi.de JO" clear Jidth for water closet
comoarf-ei" ts and 24" clea ranee in rronc
of water closet Sec L711(b)
f5 Wo ccoicina raom shall be used for sleepina
purposes , unless comol /tnc as an efficiency
li/_ng ..n-c Sec L2C3
Specif/ saretv glazi-g for glazing _n hazardous
locations such as alass doors crlazi-g
adjacent to sue1! dears ard glaz.-'g adjacent
to wan.-g suriaces Sec 5406
Glaz_na id sncwer and cub enclosures
(ncl'-dnS wincowsl snail be tempered,
laminated or acoroved olast-c
Sac 1711 (fl(g)
Sleeoinc rooms snail have a window or
exter-or rfoor far eneraerc/ ex..- S..11
height shall roc exceed 44" aoove tue clear
The window -rmst have an openaole area oc
ac lease 5 7 square feet vie1! the -ni-inum
openabie vidtn 20 and t*e minimum ccenaole
heignt 24" Sec 1204
Eaves a-nd cornices nay not pro]ecc inco
a required vard lore than 2 inches for each
foot or /3rd wiach if requiraa winaaws
QDCT -nco c^e yard Sec L206(c)
A "iczzanire is an intamediace floor and
may -\or. have a floor area exceeding 33 1/3
percent oC Che coca! floor area in C~e rocn
below, and cne Tiezzanine floor -msi ''a /e
a clear height of 7 feet, above and below, and
must have 65% of the long side open to the
room below
The loft you snow does not comoly as a
mezzanine floor and is, by Building Code
definition, a story
Handrails srall saCLaf/ the *ol lowing
a Provide handrail for stairways over
nign wnen ser ing a single dwelling
Title 24, Sec :25-22Cb)
30
D. ySXI'-S. STAiq_WAYS_, AMD RAILINGS
Floors abtfve the second story shall have
not less ehan 2 exics Sec 3302(a)
Required gxic door-rfa/s shall be not less
than 36" »n vidth and not less than 5 '-8"
n heighc, and shall be capable of openng
at least 90 degrees Sec 3303(el
Provide 36" hiah oroteccive railing fc-r
porches, Salconies, and open sides of landings
Max.-num opening between railings shall be
lass than V Sec 1716
'k to'
Show how guardrail connection details are
adequate so suooart 20 pourds oer Ineal
foot at a ngnc angle Co che COD rail
Table 23-3
Provide seairva/ and landing details.
Sec 3305(b) i (c)
a Maximum rise 3" and -ninimum run is 9"
b MinimuTO head room is 6 ' -6 "
ai width 13 10"
Handrail shall ^
nosng or tread:.
30" Co 34" above the
Sec 3305(j)
Handrail oroject-na from a wall shall
have a space not less than 1 1/2 ' between
the wall and the handrail
The hara ar,o nart.on oc nandra.l sKall
be not less tsar I 1/4" nor -nore than
2' in cross-sectional dimension
Sec 3305(j) (see attached)
Ever/ stair-waj larding shall have a dimension,
measured in tue direct-on or travel, at
t least equal to the gtairway widt^
Sec 3305(g)
A door Tiay open over a atair-way landing
provided the door, in an', cosit-on, does
not reduce tne clear area of the lard.rg,
n the d,rect-or of stair•^a-' travel, to
less than one-half cne required width or
the stairway Sec 3305ig)
A door -nav ocen i-ward at the too steo of
a stairjav cro.'-dec, :ne too steo is not
more than 7 1/2 ' lower than tne floor level
Sec 330](i)2
Provide details of w nding stairway
a Miij.mu-1 tread is fi inches at anv point
and iuimu-1 9 i-ches at a point 12 inches
fron tne s.de of '• he stairway
b Maximum rise is 9 inches
c Minimuu -ridth is ,0 incnes Sec 3305(d)
(see attaches)
Pro/ide spiral stairway details
a linimun run is 7 1/2 inches at a point
from where tue tread is the narrowest
b Maximum rise -s 9 1/2 inches
c Minimum headroom is 6 feet 6 inches
Sec 3305(f)
(see attached)
Spnal stairways -nay not oe used for reauired
exits when the area ser ed is greater than
400 sq ft Sec 330S(f)
Spiral stairwavs must have a clear walking
space of 26 inches beC^een the column and
handra.l Sec 3305(f)
Provide I C 3 0 Reasearcn Reoort and Number
for iietal stairway, or submit olana and
calculations and apor^ved fabricator
registered with the Building Deoart-ient
or note that the stairway fabrication snail
be done under soec-al inssection oer tne
approved fabrication Dlans Sec 306 la)4B
and Sec 306(f)
In buildings over 2 stories in height, provide
3/4 hour fire-rated assemolies for all
openings in the excenor wall below or within
10 feet horizontall/ of an exterior stair-
way An exit balcon/ wicn 2 separaCed
stairways :a exempt S«c 3305
Exterior stairways sh.ill not oro^ect into
the 3 foot setback from the property lines
Sec 3305(n)
The walls and •soffics at the -irclosed _seaole
ce urder i"terior sta,rs s TJ 1 I be orotcjcted
en tke enc'oied s^cs 13 r^cu.red ror one-"our
tire-res-sti/e constr-ct-on Sec j30;(n)
y,T-~ium constr-ct,on soecif-cations aha'l
be lade a cart o; "he aooroved oLans
fSee attac-ed)
E. ROOFIMG
id spec.f/ roof pitch
71 Roof p.tch is not adequate for roof t< pe
^ sc-acined Spec.f/ -nirnium pitch o:
100
LQ^
Spfic_f / roof material and apolicat-on
Sp^c.fv I C B O approval runner ror rcoc
-ar.erials ~ot covered in u3C
Sp#c_f/ roof sloce for drainage or des.cn
Co sjpoort accumulated vater Sec 3207ta)
Show roof dra.-s and overflows Sec 3207(a!
Provide sx/l-oht details to show ccmpliarce
wish Sect-ons 3401 and 5207 or provide IC30
approval number
Provide olast.c rcof panel deta-ls to s^ow
coiflplianca with Section 5206 or prov.de
IC00 numoer.
Show attic vent_lat_on M^nimuii vent area
is 1/150 of att.c area or 1/300 of att_cs
area if at least 5CS of the required vent
is at least 3 feet above ceiling joists
See 3205(c)
H. MASONRY
7Provide fireolace construction details or
rote ccr-3tr_ct.on to be oer attacnec fireplace
rstandard drawing Sec 3707
She" veneer support and connections conply
with Sec 3002, 4,5,6, and Sec 2516(a)
recarding ties and *9 Jire in horizontal
joints or note construction to be per attached
sheets 30-1 or 30-2,
Show heignt and construction deta.ls of
all Tiasonr/ walls Chaoter 24
Note that cleanout openings shal1 be orovided
at the botto-n of all cells to he grout filled
over 4' in a single pour Cleanout snail
be sealed before grouting, after insoect.on
Sec 2415
Show floor and roof connections to -nasonr
walls connection shall resist 200 pounds
per lineal foot or the actual design load,
whichever is greater Sec 2310
Provide material scecificat.ons for Tiortar,
grout, masonry and reinforc.ng steel
Sec 2403
Show ^ow masonry house ^alls retain.ro earth
are to be waterproofed Provide detail
Vote thac special inspection of the lasonry
will b« required for
G. -CARAGEAtJDCAHPORTS
ur^Garage rsquir-s one- hour f-re Drotect.on
on Che garage aide of walls and ceilings
to the dwelling Table 5-3 Sec 503(b)
I All elements support. ng floor above garage
to have one-hour f -re-resistive protection
on the garage side S«c 503 Beams and
posts, not rfithin the *all or ceiling con-
struction, -nust comoL/ with. JHC, Table 43-A,
or be •ninimum 6 " dmension beam and minimum
B" by 9" post
Show 1 3/8 ' solid core self-closina door
:or ooeincs cetveen garace and djelL.ng
Sec SOJ(d)
Garages are not peril, t ted to oo**n into
'a room used for sleeoing puroojes Sec Ii04
Qoen_-gs between carcart ard residence
require self-cljsing doors and stat.onar/
windows Sec 1214
Shov garage framirg section, si:e of header
over oarage openinc, lateral cross arac.ng
at plate line and method oc brac.-ig garage
front Chaoter 23
NOTE Mimu-n p.ywood d-ast-ragm rat.o 13
3 1/2 to 1 or 2'9" Table 24-1
Doors between dwel1 .-as and attached garages
ma/ swing in either direction provided
the cUrfsrence in rlcor elevat.on betweer
tue d^ell.-g and garace dees -oc exceed
7 1/2 .nc-es ard arov.ced t'-e door is not
used as the nci-iar/ mears of egcass from
the building
If t'-e difference .T floor elevat.on exceeds
7 1/2 inches, or -f the door is used as
the primary means of egress from the building,
additional stecs or landing nust be orovided
in accordance j-th sta.r-va/ requ-regents,
ard t.Ke door must not s-wifo over the depressed
level (see 330J(i)2 and 3305 [gl
Provide 18" raised olatfor-is for anv FAU,
water heater or arv otner de/.ce -hicn
mav generate a flare or soar^:
Note that continuous f.re vail protect.cn
shall be installed oeni-d raised olac:or"i(s)
pr.or to fraring olatfor-n
H. -FOUNDATION REQUIRE^ESTS
llf^ Note on olans that ^ soils enaireer snail
^r evaluate ar/ jnantic-catea j,~co~ioacted f .11
or expansi/e so. or other soil problems
>^lisclosed dur.ng construction' Sec.305(a)12
1>O Submit soils cla'.sif.cation deterninat.on
/ by a l,ce"sed erg.-eer or arcu.tect based
on observation, t ests , borinas, or excavat.ons,
and containing comments on the degree or
expansiveness, comacessibility and bearing
value Sec 2905
Note on the plan the soils classification
whether or not tve soil is expansive and
note the allowable bear.ng value Sec 2905
The foundation plan does not comol/ with
the soil^eport recommendation for this
pro leer 0^*^ P-JcTI ^?-"?" ~* /f ?'''''-" f
Provide rotes on the foundation plan listing
the soils rsoort reconmendat.ons for foundations
slab and buila.ng pad preoarat-on
Note on the foundation plan that "Pr.or
to Che Contractor request.ng a Building
Department foundation inspect.on, tne
soils engineer shall advise the Bu.lding
Official in writing that
I. the building pad jas orspared in accor-
dance with the soils reoort
2 C.he utility trencnes have been oroperly
backfilled and compacted, and
3 the foundation excavations, forming
and reinforcement comply with the soils
report and app roved olan "
Provide spread footings for concentrated
loads designed for 1,000 PSF soil bearing
or per bearing ,-atue as determined by
an engineer or architect Chapter 29
1/9
Show heiqit o: all rou-catioT wa 1' s C'-apter 23
Show he-aht c: reta.nea earth on all foundation
walls Chancsr 23
Show distance OE rou~cat^on to -jdtre of
c^t or :.li. sLooes a"d s~ow ateeor^ss and
heignts oc cats and ;.l.s Chapter 29
Vote on olars that wood shall be a" above
finish grade Sec 24L7IO 7
on olars that surrace vater •* i „ 1 drai-i
awav from buildng and st~ow oranaqe sac ten
and <ev elevations Sec 29051f)
Dimension foundation per-1
So\LS
TABLE NO 29-A—FOUNDATIONS POP STUD BEARING
WALLS—MINIMUM REQUIREMENTS
NUMBER
Of
STORIES
1
o
3
THICKNESS OF
FOUNDATION WALL
(Incntl)
CONC8ETE
6
3
in
UNIT
MASONRY
6
3
10
WIOTH
OF
FOOTING
;inei«)
12
15
IS
THICKNESS
OF
FOOTING
(IncflCIj
6
;
8
OEPTH OF
FOUNDATION
8ELOW
NATURAL
SURFACE
OF CHOUHO
GRADE
(IncttBii
u
13
24
y
i.
NOTES
\Vherp unuiual condition.* or frost condition! ire found footings Andlounditionf srnll be as rcquirrd in bection ^^07 (aI
The KTound under the Hoor may be eicavated (o the ilexition of thrtop of the fool me
. Show fou-daticn sills to be pressure treated,
or equal. Sec 2517[c) 3
Show foundation bolt size and scac-ng
Sec 2907(e)
Specify size, IC30 nu,-noer and manufacturer
or power driven pins. Show edge and end
distance and spacirg Sec_ 306(f)
Show size, i.Tibednent ard location of hold
down anchors on foundat-on olan Sec 2312(f)
Note on plan that hold down anchors -nust
be tied n olace pr-or to foundation inspect-on
Sec. 2312(f)
Show adequate footings under all shear
walls Sec 2311(e)
Show stepoed footings for slooes steeper
than 1 10 Sec. 2907(c)
Show minimum 18" clearance from grade to
bottom of floor joists and -nininum 12"
clearance to bottom of girders. Sec 2517
Show pier size, soac.-g ard depth nto
undistjrbed soil Table 29-A iShow inn.mum under floor access of lS"x 24"
Sec 2517
Show "uiinmsi under floor /entilation equal
to 1 1/2 sq ft for each 25 lineal feet
of exterior foundat-on with openings as
close to corners as practicaole to provide
cross ventilation on at least two aoprox-ma
ly opposite s-des. Sec 2517
FRAMING
la's
'lone cross bi .dgna or blcc^-Ta r'aor
joists ard rarters lore t'-an 12' n death
and scanning more -nan 3 feec sTall be
supported laterailr a1 br.da-.-ia at inter/als
nor exceed, ~g 3 :eet s«c :;06t(rl
Show aLock^g an erds and at supports
of floor joints, a-d for ritters at exterior
walls Sec. 2506(7)
Show sond blocking at ridge l.ne and
at exterior walls on crossed roors
Sec 2506(g)
Show double joists. Floor joists shall
be doubled under bear.ng oartitions ranning
parallel with fe jo.sta Sec 2513(d) 5
Shew rafter t-.es Rafter t.es shall be
spaced not more than 4 feet en center
where ratters and cei!_-g joists are not
oarailel Sec 25l8(h)
Sho-r rafter o,,rlin braces to be rot les.,
f-an 45 deare^s to the horizontalSec 2SL9Ci)
Shov 1/2" "i.Tiiiu"! cLeararcc oet.veer top
plate or ,-te_.or part_t_ons and cotton
cnord of tr-sjes (To ensure loaa_ng
will be as designed i
Show double too plate vith nini.-it.Ti 49"
lao solice Sec 25i3(g)4
Show nailng will be .- co-noliance with
Table 25-P
Provide fire <itops becveen stories, between
too stor^ and roof soace, at eel 1 ngs
and floor levs-ls in .nter-or and exterior
wal Is, m mansard roof or aveorow so no
concealed or 'urred soace -s greater than
10' f^or.zontal ly or vertical i/, between
stair strngers at too 3rd bottom and
between sti-as alona ana in line vith
stair run adjoining stud jails and part-tions,
at oer,.Tieter or si. ding doar sockets,
between cii-mey and wood fra-ne us_ng metal
or iicomDusnic Les for the f.re stop ard
at other olaces that could afford passage
,of flame Sec 25l7(f)
Show stud s,ze and soacng
aoLe stud heights 2"x4 ^ 16
3 'x4"S2"x6-? IS-o c. 13 20'
'•laxi-mm allow-
,s 1 A ' ,
Sec 25l8(g)2
Note an A I T C Certificate of Compliance
for glued laminated wood rcetibers shall
be give-i to the Build--g iTsoec-or pr-or
to erection Sec 306(:1
Detail all post to beam and post to footing
connections Sec 2517(c) 4
Soecif/ nail size and soac.nc for all
snear walls, floor ar>d roof diaohragns
Indicate required Mockirg Ma.ntan
-laximuii diaphrag-n dmenaion ratios
(Tables I,J,K]
Show 3"X4" or 2"x6* stjdg _n first story
of three story buildng Sec 251B(f)
Provide truss details and truss calculations
Provide roof framing plan Sec- 302ta)7
Provide framing sections through _____________________
l&O
Section 3Q2(a) 7
Specif/ all header sizes for ooenng over
4' wide Sec. 2518(g) 7
Provide calculations foe
Show all joists, rafters, aeams, and DOSts
2" to 4" thick to be No 2 Grade Douglas
Fir-Larch or better All posts and beams
5" and tnicker shall be "Jo 1 Grade Douglas
Fir-C,arch or oatter C"anle 25-A-l)
Show wall bracing Ever/ exterior wood
stud *all and -nain cross partition shall
ba braced at each end and at least every
25 feet of length with 1x4 diagonal
let-in brace or equivalent. Sec 2518(g)5
Section 302(a) 7
In areas subject to water solash and in
exterior locations, -ood colu-nns and posts
shall be supported bv piera oro]ectng
at least 2" above the finished grade and
shall bear on \ metal base plate or treated
wood unless tha columns or oosts are foun-
dation grade redwood or cedar Sec. 25171cJ4
show locac.on o: attic access Jith -iini-iun
ai:e 12 •< 30" Sec 3205
Shew draft aeoaration for actic areas
in excess oc 3,000 sq ft b^c 3205
Show drarc aeoaracion for jpace set ee-
droooed ceilings ard ;lcor jco-.e .n excess
oc 1,000 sq :t Sec 2517
Soec-f • ol/jcod grade and cjrel .ndenti-
f^cat.on inde< Taole 25-J
•Jhen roof aitch is less than 3 12, des.cn
ridge a3 a acam Sac 2518 (hi
rfood shear vails shall rot be used co
res-st horizontal rorces contr-butea bv
•nasonr/ in build^nas over one star/ in
heignt Sec 251S(b)
Gvcsun lath a"d olaster, gvost-jn sheath."C
board ana g psun wallboard snail not be
used .n vertical diaphraa-na to resist
forces irposed by masonr/ cr concrete
ccrstr_cc_on '''aole 47-1
If cri20le Jill st-ds are less t^an l-l '
framing shall be solid blocJc-na. Sec 2518(g)5
Criaole vail stjds exceed-ng -1 feet .n
neicnt srall be 3 ..rch bv 4 i-cn or 2
incnes sy 6 inches ^hen support-re 2 stories
Sec 2518lgJ6
Show plvwood sheathing over exoosed eaves,
or ot^er veather exposed areas, .s extsr-or
grade. Sec. 2S17(g) 3
Show a weeo screed at the foundation olate
line on all exterior 3t_d ^alls to be
stjccced Sec 4706(e)
Provide an apDroved waterproof buildirg
paoer unaer wood siding Sec 1701(a)
Specify an approved flashing for exterior
openings and oarapet va.ls Sec 3208
Shcj corridor width to be mini-nun 36"
Sec 330-Kb)
Spec^:/ truss layout for 30" x 30" att_c
access
Ridges, hips, and valleys shall be at
least one size larcer Chan supoorted
rafters Sec 2S13Ih) 3
Provide metal straps across ridge beam
and rafters
MECHAVICAL
207
All heat-ng, vent-latino, and cooling s/stems
and apoliances shall comply with the Unifon
Mechanical Code
Show the size, location ard t/pe of all
heating and cooling appliances cr svstems
Show source of combustion air for fjrnaca
will comely with Chaoer 6, U M C
Ever/ dwelli-^3 unit shall be orov.ded with
heating facilities capaole of maintain-
ing a room temperature of 7QJ ? at 3
feet above the floor in all habitable
rooms Show basis for compliance UBC
Sec 1211
Show mirtinum 30" deep unoostructed JorKing
space in front of furnace
Vote on olans,clearances to be per -ian-fac-
turers listing Sec 704 uMC
Furnace shall not be installed under any
stairway Sec 704 t,MC
Furnace shall not be installed n anv
bedroom, bathroom, closet, or -n confined
apace with access only through such room,
unless specifiea AS direct vent apoliance,
enclosed furnace or electric heat-ng appliance
Sec 704 t,MC
Shaw IC3O aporoval for prefab fireplace
and provide approved inacallacion instructions
at 300 aite
20J
Show access to CKe attic or jrder rloor
furnace Co be- fi-.im.im 30 ..nchea oy jO
inches, bee. 703 i 709 JMC
Note tuat oassagewa/ to f-e act.c :_rnacs
shall be jnobscr^cced and have cc-r-t.-uous
sol.d flcor.nq -at tess Chan 2i i-c-es
.fide Sec 703 UMC
Show Der-nanent electrical outlet ard
lighting ritcare controlled bv j sw.tcn
!or che att.c :urnace Sec 703 ^MC
Show details Co comply wicn Sect-an -TQ9
for furnace under the floor, Sect.cn ~03
for att.c rjrnace, or Sect.on 710 :or
roof or outsiae furnace
Note on plan, gas vents and non-ccnbust.ble
piping oassing through three floors or
less snail ce sfrect.vel/ drart stcoced
at eacn floor or ceiling uBC Sec .7Q6(a)<j
ELEC^TICAL (_NationaI s_lectrical_Code]
iri-a shall co-rial/ *ith the Nat_onal Ilectr.cal
Note QI the olan the amperace of eleccr.cal
service
If the elec-r.cal irstallac-on -5 ~ore
than 200 amperes, snow oa-el locat.cn
and orovide a single lire diagra-i ana
load calculations including
a Wiring -lechod employed
b Sizes of all conductors, s^-tches,
circj.c oreaker'i, fuses, and condu,ts
C Aonroximane lenc th of ser^ice feeders
d Provide plot: plan showng ser/j.ces,
all oanel locat.ons, c-rcuit arrance-ner-t
and loaa d-str.buc.on on oanel cusses
e. Provide :.pical panel scieaJlels)
Dwellings reqjire mi Tinum 100 amp service
Show location of all alectr.cal receotacles
Electrical receptacle locations ana/or
spacing is not adequ.iee n
At least ore receptacle shall be installed
outdoors, in basemeni.s and attached aaraac
other than laundry outlets Art 210-25(o)
Show nininum d-jellin« light-ng ('1EC
Art 210-26(3) and GFI'S -n garage aaths
and outdoors *JEC Ait 210-3(al
Note "UFER ' ground to be provided OEC)
Art 250-31
L^ PLCjMBrNG_[Unifor-n Plumbing Co<ie)_
All plumbing shall comply Jith the Unifrom
Plumbing Code
Show jater heater size, t/pe and
locat-on on plans
Show method of oroviding combuscion air
.o fuel burning jater heater Sec 1307
Fuel combustion water heater shall not be
installed in bath or bedroom or n a closet
Opening _nto bath or bedroom Sec 1309
Provide adequate barrier to protect wacar
heater from venicle danage Sec 1310
Show 7 and ? valve on water heater and
show route of discharge line to exterior
Sec 1007{e)
Provide dr/er vent to outside CMC
Sec 1903
Note on che plan thac hose bibbs and lawn
sprinkler systems shall have ADO roved
backflow orevention devices Sec 1003
Shower stall shall acccmodate a 30'c.rcle
and have a minimum floor area of 900 sq in.
UPC 909(d)
271.
279
SO rSg_i.'ISUL^T'tCN
show i*',\\\i Jr duplax Tc
ind I'aor :si 1 .i«J jjst,moi
j Sound -r^nnmisaion -_'^s
in -*LM ac ^'1 i«eililfS
ip4Ct/' -alls
.
50 a*c.al*» Tisi^ 25
5Haw -xaw jenwtrician af a«*«oioii«« 'or
piping, aUcrrtcai d«vtc»*. r«CB«m«d caninets
S*encjo*. soifits, or l««c,nq v«neil*c_ng.
ar exnaysc du<r=:i snail b« a««l«el. I in«<t
ac insuUt«d :a •MAieain r»cpiir*d sound
-*il« and
232
234
5TC of !0
provide
CO
lt.vi.nq
by r»»id«ne Tiel« 23
CCM5£3VATroMi
tie* State Mandate
(Calif Admin Code I became affective
June 16, 1983 and require tuac tne
design satisfy cne of the alternative
enemy packages (see attached package*
A, B, C, 1, 2, 3, 4 and AB 163) Th*
law also requires that -nany mandatary
cat\s._rv4tian items be satisfied,
is in Zone
Copies of the Residential Energy
Conservation Manual may b* obtained
from Puolications Unit, California
Energy Commission, 1111 Howe Ave, MS-50,
Sacramento, California 95325, (Tel.
(916! 91C-€21SU California Building
Officials also maintain a telephone
"hotline" between 10 00 A.M. and *toon
and 1-00 P.M. to 4 00 P M. at 1916)
456-3823.
Show on the title sheet of the plans,
tne alternative energy package that
we* selected i.e. *. B, C, 1, 1, 3,
4, or AQ 163 to show compliance, and
provide calculations ard otler data,
appropriate to that selected package.
Tfte responsible designer should nan
a statement, on the olan title sheet,
"The design submitted substantially
conforms to the Energy Hequlationa
for Residential Buildings*
Show the "R" value for the walls and
calling and related areas.
Note that the insulation used shall
comply *ith California Quality Standards.
Note the insulation installer shall
post a signed certificate, in a conspicioua
place in the building, stating tne
insulation complies with Title 24, Chapter
2-53 and "itle 20, Chapter 2, Subchapter
4, Article 3
Note doors and windows, including . „_ .
between conditioned and non-conditioned
space shall be fully weatherstnpped
Note on the framing plan Chat weather-
stripping, caulking or sealants must
be used to limit filtration in the
building envelope at the following locationai
Exteriot joints around windows and door
frames between wall sole plates *n<l f\oor«,
ana L».tw««n «xt*rior wail paneis,
penetrations in walls, ceilings, «nd
floors for plumbing, electricity, and
gas linys aponings in attic floors,
and jll otler openings in the building
Note ;lat doors and windows to be certified
and laoeled as complying with the Energy
Regulations
Note fans txhausting air to have back
draft dampers
Note at the gxtenor_wan. fireplace
"Fir-olace to have minnum six squar
inches of outside at' to *ave glass
or metal door covering tne entire
of the f.reco* co have tight-fitting
damper with readily accessible control
and gnould not have n continuous burning
pilot light'
Note ducts shall comply witl Chaptor 10,
1976 UMC and shall be tightly sealed
with mastic or tap*
Note at the water heatar location "water
heater to have wrap of H-12 external
insulation*
Mots, where water heater is in unconditioned
pace, t*i« first five £eee of outlet
f-ipo to have 3-3 wrap.
all circulating hot water pipe*
in unconditioned spacos shall be insulated.
Nota t.lat all gas fired heatng and
cooling appliances, showers and faucets
shall comply with the Energy Efficiency
Standards
Show, »t bath and kite-hen, Chat the
general I igh.ti.ng ahaL 1 *\av« an eff icierxcy
of not 1*33 than 25 lumens per watt
1 «. florescert
Note that heating or cooling system*
(except heat pumps ) si-all have an auto«atir-
thermostat with mechanism whic1! can b*
manually programmed ta automatically
s«t aacit th« c^«r•noatat s«t points for
ac Iaa5t two periods within 24 hours.
Show tn« SUB, typ« and location of
tn« spacB heating (or cooling! lyaton
*nd provide «n«rgy calculations if tttm
output 3TU/HC. «xc««ds AS.QOa STU/ar.
output.
3 how «ak« and madml foe PAU and vat«r h«aiC«r
• re on 3C-4t« approwd liat.
poota -ten fo*ail ;u«l rt«»e«ra
pool cov*ra *« w«n «« oci«r *n«rt?y
laving devicva lu^n aa E^a* ciocxs, «CC.
"0-MG*
MI5CT LLAMECCS
Show a -ni"_-iuai Z" air Joaca and flasn.ng
between olancar and builaincr "alls
Sec. 2517\ei
SpeC-£/ material Co be used Jnder t'la
shower t-le Sec. 17Q?(a)
SD«C-fy lat*i and piaster to comDly -J1-"^
Chanter 47, UBC
Two 3/4" cancer pipes -iust be installed
from *ater Tester Location so conven-sit
location of future aol^ir aanels 'Cic/ Ord )
Provide sleeves (raaf ^ac^a) -i roof :or
tJO fjCJre 3/4" Conner aises to convenient
locat.on of fut_re sol^r pan«ls (C-tv Ord )
^ote tiat solar ^ater ti.oing is to oe .nsulaced
in area a f-at are -ot "eated or -ooled
(City Ord !
Q Building plans ar« lubscantia1ly correct
and complete.
Date1
Q Building plans would be substantially correct
an& CDtrip\ate is minor corrections are nt*de
ac counter
Date
QjBuilding plans require ma^or corrections and
complete plan retfheck, by plan check
engineer, is required.
By ^ >VV^
Date \Q\*^-1 &^j
C! you have any queai.iana regarding
this plan check, plaase eitll -j. I vs/l
at .. _(ja\ 1? ^>GO I4*Z& .
We would also be pleased to meet wvth
you, »t no charge, if additional assistance
is needed.
XU'-r$X-i^y
BENTON ENGINEERING, INC
APPLIED SOIl. MFCHANICS - FOUNDATIONS
67^1 FL CAJON UOULEVADO
SAN DIEGO CALIFORNIA 92115
L I!' HENKING OFNTON
,H-C-*t CIVIL ENCIMtFH October 1971 SA
LA
OiEilO
MCa*
3B3 363.1
469 Sb5-l
rancho La Costa
1, Box 2550
California 92024
Subject:Project No. 70-1Q-23D
County Permit No. L37G5
Interim Report on Compacted Filled Ground
And Classification of Soil Conditions
Lots 1 fo 184, inclusive, 186 to 139, inclusive
192 to 253, inclusive, and Certain Street Areas
La Costa Meadows Unit No. 1
San Diego Counry, California
Gentlemen:
This is to report the results of tests and observations made In order to inspect the compaction
of filled ground placed on ceitain cieas of Lors 1 to 5, inclusive, 9 to 15, inclusive, 23 to 53,
inclusive, 55 ro 59, inclusive, 61, 64, 67 ro 72, inclusive, 75 to 91, Inclusive, 104 to 103,
inclusive, 112 to 119, inclusive, 121 to 154, inclusive, 160, 173 to 184, inciusive,186 fo 109,
inclusive, 192 to 218, inclusive, 220, 221, 222, 224, 231, 232, 233, 237 to 247, inclusive,
and portions of Unicomio Street, Alga Road, Luclemaga Street, Luciernaga Place, Alisma
Streer^ Antilope Street, Abejorro Street, Grulla Street, Persa Street, Unicornio Way, Unicomio
'Jlace, Unicornio Court, Unicornio Street, Ave Del Paraiso Street, Abedul Street, Abedul Place,
end Zodiac Street in La Costa Meadows Unit No. 1, San Diego Counry, California. Tests were
c!so taken in soils placed as backfill over utility lines in Unit No. 1 and in compacted filled
ground placed on Lots 466, 467, 460, 469, and 470 of La Costa Meadows Unit No. 3. Compac-
ting of filled ground has not been completed on Lot 185 and the results of final tests and inspec-
tions on this lot will be Included in our final report on this unit. The fills on Unit No. 1 reported
nereln were placed duiing the period between November 9, 1970 and September 20, 1971.
i"he approximate areas and depths of filled ground placed under our inspection in accordance with
"he approved specifications are shown on the attached Drawing No. 1, entitled "Location of
Compacted Filled Ground." The cjiadmg plan used for the placement of filled ground was
prepared by Rick Engineering Company and last revised January 29, 1971 -
"l!le approximate locations at which the tests were taken and the final test results are presented
on pages T-l to T-43, inclusive, under the "Table of Test Results." A group of 9 tests token
d^Ing the initial grading of Alga Road are Included on page T-43 of the "Table of Test Results."
The laboratory determinations of the maximum dry densities and optimum moisture contents of
^*^g^5^^^
a
?raject No. 70-10-28D
La Cos fa
-2-Ocfober 12, 1971
ie major fill materials arc presented on pages L-l and L-2, under the "Laboratory Test Results.
Sorie of the maximum dry densities shown in the "Table of Test Results" were combinations of
these. The tests were taken during the weekly periods indicated below:
Test Number
1
13
49
30
107
159
201
243
320
361
442
553
630
706
775
871
948
1040
1122
1168
1217
1233
1275
1284
1285
1292
1294
1304
1303
1321
1330
1336
135]
1357
1359
1371
to
to'
to
'•40,
79,
to 106,
to 153,
to 200,
to 247,
to 319,
to 360,
to 441,
to 552,
to 629,
to 705,
to 774,
to 870,
to 947,
to 1039,
to 1121,
to 1167,
to 1216,
to 1232,
to 1274,
to 1283,
to 1291,
to 1293,
to 1303,
to 1307,
to 1320,
to 1329,
to 1335,
to 1350,
to 1356,
and 1353
to 1370,
to 1376,
Inclusive
inclusive
inclusive
Inclusive
inclusive
inclusive
inclusive
inclusive
inclusive
inclusive
Inclusive
inclusive
inclusive
inclusive
inclusive
inclusive
Inclusive
Inclusive
Inclusive
inclusive
inclusive
inclusive
inclusive
Inclusive
inclusive
Inclusive
Inclusive
Inclusive
inclusive
inclusive
inclusive
inclusive
Inclusive
Inclusive
V/eek Ending
November 14, 1970
November 2], 1970
November 28, 1970
December 5, 1970
December 12, 1970
December 19, 1970
January 2, 1971
January 9, 1971
January 16, 1971
January 23, 1971
January 30, 1971
February 6, 1971
February 13, 1971
February 20, 1971
February 27, 1971
March 6, 1971
March 13, 1971
March 20, 1971
March 27, 1971
April 3, 1971
April 10, 1971
April 17, 1971
April 24, 1971
May 15, 1971
May 22, 1971
May 29, 1971
June 12, 1971
June 19, 1971
July 17, 1971
August 7, 1971
August 14, 1971
August 21, 197]
August 28, 1971
September 11, 1971
September 18, 1971
September 25, 197]
190 and 191 were not graded and therefore remain at their original natural slope
r\^4^.f-^^^^v^^*«.,.Jlr>t~^afei^a^JfeJ-iJteJJ-4*i^-.i*» .^y-f^A-.^;
1 >rojec»No. 70-10-2GD
La Costa
I
-3-Ocrober 12, 1971
|
:•«
^1ii
t!
11
4
?
_*
The final results of tests and observations indicate that the compacted filled ground has been
-Icccd at 90 percent of the maximum dry density or greater. It has been determined that the
fill materials, compacted to 90 percent of the maximurh dry density, have a safe bearing value
of 1930 pounds per square fool" for one foot v/ide continuous footings founded at a minimum depth
of one foot below finish grade and placed five feet or more inside the top oj" compacted filled
ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top of
compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to
1 vertical line projected outward and downward from a point 5 feet horizontally mslds the top
of compacted filled ground slopes. Tests Indicate that tha compacted filled ground Is adequate
to satisfactorily support the proposed wood frame dwellings without detrimental settlements.
Expansive clay, sllty clay, and sandy clay soils were placed In the upper three feet In certain
compacted fill areas and also exist in l'.e upper three fee)- below finished grade In certain cut
The final classifications of the soil conditions existing on each lot are presented ascreas.
follows:
Type A - Critically Expansive Soils
Lots
1 to 16, inclusive
IS to 32, Inclusive
34 to 50, inclusive
52 and 53
58 to 64, inclusive
66, 67, and 68
70 to 02, inclusive
87 to 92, inclusive
105, 106, 107
117 to 131, Inclusive
Lots
104 to 149, Inclusive
152, 153, 154
153 to 161, inclusive
167 to 176, inclusive
179 to 182, inclusive
184, 186 to 189, inclusive
194 to 230, Inclusive
234, 237
239 to 243, inclusive
246 and 247
Type B - Marginally Expansive Soils
Lots
17, 51, 54, 55, 56, 57
65, 69, 83, 84, 85, 86
93, 99, 104, 108, 109, 110
112 to 115, inclusive
Lots
132, 133, 150, 151
155, 156, 157, 162
177 end 178
183, 192, 193, 238, 244 and 243
Type C - Nonexpansive Soils
Lots
33
94 to 98, inclusive
100 to 103, Inclusive
111, 116
Lots
163 to 166, Inclusive
231, 232, 233, 235, 236, 245
249 to 253, inclusive
'
t*
Type A Lots
'4s
BSSSS^^
No. 70-10-28D -4- October 12, 1971
pjoncho La Costa
|t Is recommended thdt the following special design and precautions be taken for the houses to
be constructed on the above lots.
T. Avoid the use of isolated Interior piers. Use continuous footings throughout,
and place these at a minimum depth of two fee_t below the lowest adjacent
exterior final ground surface.
2. Reinforce and interconnect continuously with steel bais all interior and
exterior footings with one "5 bar at 3 inches above the bottom of the footings
and one "_5 bar placed 1 1/2 Inches below the top of the stems of the footings.
0. Exercise every effort to assure that the soil under the loundatlons and slabs has
a uniform moisture content, 1 percent to 3 percent greater than optimum through-
out the top 3 feef below finished grade at the time of placing foundations and
slabs.
4. Use jaised wooden floors that span between continuous footings, or use all
concrete slabs with 6x6- 10/10 welded wire fabric and provide a minimum
of 4 inches of clean sand beneath all concrete slabs. A moisture barrier
should be provided In the sand layer 2 Inches below slabs under living areas.
5. Separate garage slabs from perimeter footings by a 1/2 inch thickness of con-
struction felt or equivalent, to allow Independent movement of garage slabs
relative to perimetei footings. Assure complete separation by extending the
felt over the full depth of the front thickened edge of the garage slab. Also,
cut off the garage door stops at least 1/2 inch above the slab.
6. Provide positive drainage away from all perimeter footings to a horizontal
distance of at least 6 feet outside the house walls.
Type D Lots
nose lots listed as Type Q lots should follow ail the above-listed lecommcndations with the two
following exceptions:
1 . The continuous footings may be placed at a minimum depth of 10 Inches below
the lowest adjacent exterior final ground surface rather than the rwo feet
recommended for Type A lots.
2. Single M bars placed as directed (above) near tops and bottoms of all interior
and exterior footings may be substituted for the "5 bars recommended for
Type A lots.
'^commendations 3 to 6, inclusive, as listed for Type A lots, are also applicable to the Type
Foi,cfNo.70-lO-28D
-cncho La Costa
-5-October 12, 1971
i? ,^nl nonexpansive soil conditions v/ere observed in the upper three feet on fhe Type C lots
--d therefore specially designed footings and slabs will not be required on these lote,
i lly submitted,
ENGINEERING, INC.
R. C. Remer
^viewed b
Philip H. Benton, Civil Engineer
(7) Addressee
(2) Rancho La Costa, Inc.
Aftenh'on: Mr. Burton L. Kramer
(1) Rick Engineering Company
(2) San Diego County Building Inspection
Vista Office
s
Date i Jurisdiction L. . &?&£.*
Prepared
VALUATION AND PLAN CHECK
Q Bldg. Dept
Q Esgil
PLAN CHECK NO.
BUILDING ADDRESS __
APPLICANT/CONTACT _
BUILDING OCCUPANCY
TYPE OF CONSTRUCTION ^-//
PHONE NO.
DESIGNER PHONE
CONTRACTOR PHONE
BUILDING PORTION
Z/(s/fl/£
S**rZ*
'Dtr.c^te
Air Conditioning
Commercial
Residential
Res. or Comrn.
Fire Snrinklers
Total Value
BUILDING AREA
& < /4/7f &/
^.x #& &
3 < /6 ? "»
VALUATION
MULTIPLIER
S&f*
/&m
f.trt)
@
0
@
VALUE
/f/^&t*-s_ __
/Z&Z&/
3. o&Z./
/^ ^4^
Fee Adjusted TQ Reflect D Energy Regulations (Tee x 1.1)
Q Handicapped Regulations (Fee x 1« 065)
Building Permit Fee $
Plan Check Tee $
COM MENTSj.
8/4/82
PLAN CHECK NUMBER ADDRESS
PLANNING:TYPE OF STRUCTURE
SCHOOL FEES: SAN OIEGUITO,
NUMBER OF UNITS CARLSBAD
BUILDING HEIGHT_
FENCES/WALLS
TWO CAR GARAGE
CC.WNTS:
REDEVELOPMENT APPROVAL REQUIRED:
£ LJ LANDSCAPE PLAN COMMENTS:
REQUIRED:
DATE
ZONE: 'Y-
ENCINITAS
SAN MARCOS
REQUIRED SETBACKS
FRONT ^\f7TSIDE
REAR
ADDITIONAL COW1ENTS:
OK TO ISSUE:DATE:OK TO FINAL:
ENGINEERING LEGAL DESCRIPTION VERIFIED?
a:
DATE:
A.P.N. CHECKED*!.
PARK IN LIEU
IMPROVEMENTS:
DRIVEWAY: (V,t Ca-A
GRADING PERMIT:^/
So
ac =
££ ^O LUc_) ae
RAINAGE:
EASEMENTS:ADDITIONAL COWENTS:
OK TO ISSUE:
7M£L
DATE:«J
ENGINEERING INSPECTION REQUIRED:
PUBLIC VORKS INSPECTOR:
FINAL OK:DATE:
IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
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LE.UCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEMER SERVICE
The application must be signed by the owner (or his representative) of the property
to be served. The total charges must be paid to the District at the time the application is
submitted.
APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS
FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION
OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRA-
TIVE FEE WILL BE REFUNDED.
A six-month construction period shall be provided and sewer service charges for the bal-
ance of the fiscal year shall be collected at the time of application for sewer permits.
Sewer service charges for subsequent fiscal years shall be collected on the tax roll in the
same manner as property taxes. If the six-month construction period extends into the sub-
sequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected
on the tax roll in the same manner as property taxes. The full sewer service charges for all
subsequent years shall be collected on the tax roll in the same manner as property taxes.
There will be no additional fee or refund if service actually commences on a different date.
The prorated sewer service charge shall not be required in those applications for sewer
permits for subdivisions. Such applicants shall be required to notify the District, on
forms provided by the District, of escrow closings on individual properties within the
subdivision. Sewer service charges shall commence upon close of escrow and will be the
responsibility of the buyer.
If a service lateral is required, it will be installed by the Leucadia County Water
District. The service lateral is that part of the sewer system that extends from the main
collection line in the street (or easement) to the point in the street (at or near the
applicant's property line) where the service lateral is connected to the applicant's building
sewer. The applicant is responsible for the construction, at the applicant's expense, of
the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street
(or easement) where a connection is made to the service lateral.
The connection of the applicant's building sewer to the service lateral shall be made
by the applicant at his expense. The connection must be made in conformity with the District's
specifications, rules and regulations; and
IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM
MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE
MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION
MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND
INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED.
The Inspection Deposit will be refunded upon the completion of satisfactory inspection of
the connection to the District's sewer system. The inspection deposit shall not apply in those
cases in which the applicant has paid plan check and inspection fees for a subdivision.
OWNER'S NAME: Bruno_A. Neri Jr , CONNECTION FEE: $ 3,000000
MAILING ADDRESS^ 1921 B'luerldge St LATERAL SIZE: ; EASEMENT
Oceansi'de, Ca jJKObb EXTRA FOOTAGE":@$ /Foot
PHONE NUMBER: 758-0210 "" EXTRA DEPTH: "W /Foot
SERVICE ADDRESS"! Z633-3b Lazadero Ur LATERAL FEE
LOT NUMBER: lots E19 INSPECTION DEPOSIT 50.00
TRACT DESCRIPTION- ~~~ZZHHZZI PRORATED SEWER SERVICE FEE 29000
ASSESSOR'S PARCEL NO: JMb-JUU-Kb TOTAL £ 3,0790QO
TYPE OF BUILDING duplex NO. OF UNITS * PAID BY: CASH CHECK NO. 105
RECEIVED BY: gf
The undersigned hereby agrees that the above information given is correct and agrees to
the conditions as stated.
k 10-23-85 17602
Owner's Signature " IWT-° Account No
LOG NO
SAN MARCOS UNIFIED SCHOOL DISTRICT
PROJECT SERVICE AVAILABILITY LETTER
(Applicant fill in - print legibly)
APPLICANT y§/tf#AJO /f f %/£.%( T^. Phone No
Address /?i| (?>( O€~S% f \b£~G~ ^7~~ > ^SG £V^H/ S / O G~ Q/Q
OWNER flAUtiCt /£. \/&/t\ T/£- Phone No
Address 19^1 R A(/€"^. 1 fc£-to" ST~ - &?<~~S?A/*>i p6~ Of'.
PROJECT DESCRIPTION Project Address/ Location ^ O~
Project Name frAftW (f/2Cs/ Co/UST. <?H^/^Pf/^O V5 >"
Project located on Assessor's P
Assessor's Parcel No (s) ] Uul /[^t I Tl «*!£>( [;?!^1 3 | I
( Attach legal descriotion
il nccc-^ary) 2 | | 1 ! | Ml 1 [ 4 | 1
Census Tract No
Project Type (check one or rrore) Housing Type No of D U 's
[ i Minor Subdivision (TPM) Single Familv
[~1 ^^aJor Subdivision (TJI) Multiple Family "7~WC 0
ffobilehome Units
"
/TJ'-O^iO
<?zo£~ C
? .rr- a a / D
9^os~^
v m9
ave~
arcel Numbers
Mill ill
MM i MI
No of Bedrooms
XJ<T< S/X
Owner/applicant agrees to reconfirm this nronect with the issuing school district every 6 months
unless such action is not required by the district District Phone 63 9-744-4776
Owner/applicant understand that the certification for school service contained in this Project
Service Availability Letter is no longer effective if the proiect is disapproved or if the con-
ditional project approval (subdivision, oernut, or other conditional use processes) expires
The information I have provided-is correct
APPLICANT'S SIGNATURE Date
SAN MARCOS UNIFIED SCHOOL DISTRICT
CERTIFICATION OF SCHOOL AVAILABILITY OH NON-AVAILABILITY
Date ID rp! 71 DAY
TO City of Carlsbad
FROM school District San Marcos Unified Grades Served
1 J School services and facilities are conmitted for this uroicct Services \\ill be available
concurrent with project need based on a secured agreement with the developer which has
adequate financing and clear intent The termination date oi the docunent is
copy
r^ie undersized school district hereby certifies that it will be able to orovide adequate
school services and facilities to the above described proiect concurrently with the need of
such project Owner/applicant has m.id the required developer's fee
3 [i The undersigned school district hereby certifies that it will not be able to provide adequate
school services and facilities to the above described protect concurrently with the need of
such project because
DISTRICT REPRESENTATIVE'S SIGNATURE Date July 22, 1985-
TITLE Far.nit.ipc; Planning "hone 744.4775
LOG NO
SAN flARCOS UNIFIED SCHOOL DISTRICT
SERVICE AVAILABILITY LETTER
(Applicant till m - print legibly)
APPLICANT ^?#WO //, %/£.#.( 3~/£ Phone No 9$~3 - O '«£ 1 O
Addiess /fol (? 1 6*£V? i 0 1-£~ ^T" , ^C €>#V S / D G^CJX? 93os~£
OWNER ff^Utift ^Z. Aj&/t\ 3~A. Phone No ^ J~^- O -3. / C>
Address 19*2 ( I"? A l/£" -^ 1 ft^€T S T~ , &Q &/9 A/ *>] V G~Crf ?3LQS-&
PROJECT DESCRIPTION Project Address/Location ^ O"T A I ?
Project Name ^-X.^^7 <TXCy' C O/U ST, $ rt'Z.tf- D <5"/i O O /^ VV £""
Project located on Assessor's Parcel Numbers
Assessor's Paicel No (sj 1 UM/f5l!l7iglg| lal€l
( Attach legal description
Census Tract NO
3 1 1 Ml 1 1 li i I
4 jll ) | | If | |
Project Type (check one or more) Housing Tyoe No of D U 's No of Bedrooms
i~i Minor Subdivision (TPM) Single Familv
PI Major Subdivision (T1!) Multiple Family T"WC O At i T«^ S/X
Mobilebome Units
Owner /applicant aprees to reconfirm this oroiect with the issuing school district every 6 rronths
unless such action is not icquired bv the district District Phone 619-744-4776 _
Owner/applicant understand that the certification ioi school service contained in this Project___
Service Availabi_lrty_ Letter is no longer effective if the proiect is ciisappioved or if the con-
ditional project approval (subdivision, Dermit , or other conditional use processes) expires
The information I have provide
APPLICANT'S SIGNATURE
s correct
Date
SAN MARCOS UNIFIED SCHOOL DISTRICT
CERTIFICATION OF SCHOOL AVAILABILITY OR NON-AVAIIABILITY
Date PC | Q [ y| DAY
TO City of Carlsbad
FROM school District San Marcos Unified Grades Served
j | School services and facilities are committed for this oroic< I SOTvicos will be available
concurrent with proiect need based on a ;ecui ed ^igi eemorrt with the developer which has
adequate financing and clear intent The termination date of the docianent is
ficc attached copy
The undersigned school district hereby certifies that it will be able to provide adequate
school services and facilities to the above described pioicct concuirentlv with the need of
such project Owner/applicant has oaid the lequired develonoi's fee
[~j The undersigned school district hereby certifies that it w]11 not^be able to provide adequate
school services and facilities to the above described project concurrently with the need of
such project because _,
DISTRICT REPRESENTATIVE'S SICNATURE Jjjly 22, 1985
TITLE Fanllt.ie*; Planning 144-4776
I'OTITY YFLLOW-DISTPICT
ATTENTION PROPERTY OWNER:
An "owner-builder" building permit has been applied for in your name and bearing your
signature.
Please complete and return this information in the envelope provided at your earliest
opportunity to avoid unnecessary delay in processing and issuing your building permit.
No building oermit will be issued until this verification is received.
1. I personally plan to provide the major labor and materials for construction of
the proposed property improvement (yes or no) y <» s-
2. I (have/have not) /frQgy'gr _ signed the application for a building permit.
3. I have contracted with the following person (firm) to provide the proposed construction,
Name __ _____ Phone __
Address _ ___ Contractors License No. _ '
City _ _____
4. I plan to provide portions of the work, but I have hfred the following person to
coordinate, supervise and provide the major work.
Name Phone
Address Contractors License No.
City
5. I will provide some of the work but I have contracted (hired) the following persons
to provide the work indicated:
Name ____ Address Phone Type of Work
Signed: Property Owner
Social Security Number /y9- 3.6- 33 F
Date:
EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF CARLSBAD BUSINESS LICENSE
AND FURNISH A CERTIFICATE OF WORKMAN'S COMPENSATION TO THE CITY OF CARLSBAD.
Initials
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