HomeMy WebLinkAbout1003 POST RD - Building PermitsA'lazust 22, 1963
Fiesta pools
5141 Imperial Hiway
South Gnto, California
SUB=T: low gunite test report on pool being constructed for Jame Shos:alter at
1003 Poet Road, Costa Msa - buildina permit J20174 .-
Gentl=n:
The report received from the Rnma d G. Osborn¢ Tabora. Tee indicates that
your materials as applied at the above subject b site fail to c the mininum re-
"quirenents at seven (7) days for g:mite. It ie d. btful that the twenty-eight (28)
day laboratory test report will show 2000 psi, 28 C'. e=
Be you advised that you are Sot to apply th. finished material until such
a time that it is determined safe to ' so. Referring to Chapter 26 of the Uniform
Building Code, your mcterial sbculc: ot-N%in a 2000 psi in 28 days. The choice of
corrective action isyour- to ma2x. 7s', cr the proper curing conditions, you so
choose to let stand for y you EW o so.
Hovever, at that , the materials applied will be cored and the cores
submitted to the testing lebc tory to determine the exact strength to satisfy the
m4nJa w r+equireflents of the Uniform Building Code, 1961 Edition. This office will
await your decicion on your choice of corrective action and methods.
If this office can be of any aasiatanco to you i$ this matter, please
advise.
Yours truly,
by
Frani: J. Hruza
Deputy Building Official
FJS:dh
i c70`e�r
�
AT OR I E S. I N c.®
is s.o• Jea1in9 and�napeclion C,nyineere
v�D
COMPRESSION TEST REPORT
Test made for Fiesta Pools, 5141 Imperial Highway, South Gate
Job Identification JAMES SHOWALTER, 1003 Post Road, Costa Mesa
Location in Structure BOND BEAM, SO. SIDE
GUNITE
LAff0RX7UIiY DATA
Laboratory Number
87984
87985 '
Slump
No.4
Mark
1
2
3
Cyls. made by Joe Pacheco, Nozzelman
Date moulded
8/7/63
8/7
9/.7
Date tested
8/14/63
9/6
9 10
Age, days
7
30
RECE '
Weight per cu. ft., lbs.
n AUG 21 1963
City of Costa Mes
Dimensions, (inches)
6,0x12,4
6.0x12,6
6,0x13.0
Building Dept.
Area, sq. in.
28.27
28,27 —
28.27
y i� 1f;�
Compressive Strength
Total Load lbs.
35,500
Lbs. per sq. in.
1,256
Cement
Specified Strength @ 28 days
Sand
Slump
No.4
Admixture
No.3
Ready Mix Plant
No.2
Cyls. made by Joe Pacheco, Nozzelman
Water
Date cyls. delivered By Laboratory 8/12/63
r
Respectfully submitted,
1- Fiesta Pools RAYMOND G. OSBORNE LABORATORIES, Inc.
�1.. Costa Mesa Bldg. Dept.
By 47 -
CF - 2
235 WEST TWENTY-SEVENTH STREET" LOS ANGELES 7. CALIFORNIA • RICHMOND 9.3111
INTERNATIONAL TESTING CORPORATION
6173 Cherry Ave., Loup Beech, Calif. — Long Baech,GA 2.6550 • GA 2.7500 • NE 6.7821
1670 Babcoci, Avenue, Ceua Mesa, CaM. — Cone Mesa MI 6-x826 - Kt 5$888
3552 Buine Vista Ave., Lemon Calif. — Lemon Grove HO 37751
REPORT ON (RACY SPECIMEN TESTS
Identification No.: P -363-553P 580- 596
Client: C. a. Heasley
Architect or Engineer: Fiesta Pool$
Contractor: Fiesta Pools
Structure: Swiaming Pool - 1003 Post Roads Costa.Hasa
(Jamas Showalter)
Sample From: North Wall Litter
Mix: 1 - 44 -P.S.I. 3,000
Total Water:
i
H
C
Field Nos-:
Age:
7_ Days
Ij Dave
28 Da-"
Specimen Nos.:
FP -C1
FP -02
FP -43
Date Made:
10-23-63
10-23-63
10-23-63
Date Tested:
10-30-63
11-124,63
11-20-63
Average size:
6 s 6 a 12
6.25 : 6.25 s 12
6.25 : 6.25
Area, So. In.
28.26
30.66
30.66
COMPRESSION ---
Total Load, Lbs. 500000 779000 78s000
Lbs. Per Se. Inch: 1,770 2,310 2,540
Specimens Made By: Walter Johnson Nosslsaa
Specimens Delivered By:latsrnatianal Testing Corporation
Specimens Received: 10-24-63
cc: C. H. Moseley (4)
1
INTERNATIONAl,,'F;S�ING CORPORATION
f%Im
.d1
mTm
�/— // L A B O RPP A T OR I E S, I N c.
.1.0, _leafing and Jnap ec I, on Vn gine era
i
COMPRESSION TEST REPORT
Test made for Fiesta Pools, 5141 Imperial Highway, South Gate
Job Identification JAMES SHOWALTER, 1003 Post Road, Costa Mesa
Location in Structure BOND BEAM, SO. SIDE
GUNITE
LAIMRX7URY DATA
Laboratory Number
87984
87985
87985A
Mark
1.
2
3
Date moulded
8/7/63
8/7
8/7
Date tested
8/14/63
9�6 8/28
9/4/63
Age, days
7
96 21
28 y
10i
Ij
Weight per cu. ft., lbs.
�, REQ
��ED
Dimensions, (inches)
6,0x12,4
6.0x12,6
6, x 3g@p
01963
Area, sq. in.
28.27
28.27
28 City of
Buildi
sta Mesa
g DePt
\
Compressive Strength
Total Load lbs.
35,500
37,500
30,0005
1£�
Lbs. per sq. in.
1,256
1,326
1, 061
I .
MIX:
Cement
Sand
No. 4
No. 3
No. 2
Water
1- Fiesta Pools
1- Costa Mesa Bldg. Dept.
FIELD DATA
7
Specified Strength @ 28 days
Slump
Admixture
Ready \fix Plant
Cyls. made by Joe Pacheco, Nozzelman
Date cyls. delivered By Laboratory 8/12/63
CF - 2
235 WEST TWENTY-SEVENTH 57REET
Respectfully submitted,
RAYMOND G. OSBORNE LABORATORIES, Inc.
By �•i f ---------
LOS ANGELES 7. CALIFORNIA • RICHMOND 9.3111
CITY OF -COSTA MES.-.• ZALIFORNIA
Jam=7 29, 1964
Mesta Pools
5141 Mveriat Highway
South Gate, California
Menbers of this office have had several tel
W. franks of your company regarding the pool under
cheater Ureet, owner American Advertising ConTany.
ment of record whereby we hope to clear up any
/,go - i�o's t Pd
conversations with
action at 370 Ro-
letter is an instru-
bich still msy exist.
Nmraus telephone calls have been to the ovn.pf the property
at 370 Rochester Street and toitr
uc date, no on has been taken
In the way of corrections an ton. On January 28, 1964,
Mr. Franks called this office. time, was advised that three cores
were to be taken to establish value guns existing in the pool.
The following
r, 7,TZIM
LjM1jjr.!3!j".L� 0, 40.14fi 'WA N )!i
around on the job site;
to establish value.
rat is not hooked up.
heater.
♦_.•� • . a .e.. f5 a n. a .•r . • r wap: r
Streot, owner S. M. Hlleman, BuilA� Permit
1. no label on meter box
2. no hook up on receptor - copper line is installed but not con-
nected to the filter.
Pool located at 1003 Post Road,, owner J• Showalter, Building Permit $20174
Dain line is not connected to the filter.
CITY OF COSTA MES.., CALIFORNIA- 2 -
To: Fiesta Pools
Be: corrections required on pools located at 370 Rochester Street, 317 Rochester
Street, and 1003 Post Road
Date: JaMM ry 30, 1964
Ode office demands that you take mediate action to zwedy the afore-
mentioned difficulties, thus creating a more favorable public relationship.
ILl: ei:1
Yours very truly,
AMES
STRUCTURAL
J II
/003 0o 57" RD
KI s - z- 758'
City o6 Costa Mesa
Department o6 Buitding 9 Satiety
Costa Mesa, Caki6otn'ia
A#ent.ion: At. Bingham
ox
ENGINEER
I
September 12, 1963
8060 TELEGRAPH ROAD
DOWNEY, CALIFORNIA
TOM 1.8238 • SPRUCE 3.0347
IV ;$'1963
trip o1.Casta mesa
�@ Dept
Subject: Swimming Poo.- bot M. 9 Mu. James C. Showattet, 1003 Post
Road, Costa Mersa
Genttemen:
Inadvectentky, coAe tests on the subject poo.- indicate that at Aandom
.tocati.on6 the gunite pai_-ed to achieve the de i ed strength o6 3000 psi..
As you know, 3000 psi is a dui4abte goat .in pnewrati.eatty applied con-
eeete, and is coui.dehed moA.e oA kers a 6tandaAd spec%6.icati.on. However,
concrete having eon6-i.deAabky teas uktimate staength than 3000 ps.i is stizz
eon6.ideAed good eoncute provided the aetuat s.tAe6ses therein do not exceed
customary design Limitations.
The design o6 Fiesta Pooks .is pAedicated upon a standard Aei.n6otci.ng steek
mat o6 3/8" diameter bans which 6acititate6 manual shaping o6 the barb to
suit custom pool con6.igurat.ions. Theoreticatty, each veAti,cat atA.ip o6
pool watt, one boot wide, must stand by itset6 undeA alk imposed 6orees.
Aetuat-y, o6 couA6e, the hoA.izontat bans in the te.in6oAcing mesh have
cons.iderabke dLstn,i.buting vakue so that 66rces and moments ane aveAaged
out avec sevecak beet 66 watt. Thexe6ore, itisentiAety sound to 'use the
avehage ztAength o6 the concAete .i.n the pook watt .in evakuating .its actuak
capacity AatheA than the kowest o6 sevehak core Aeadings.
With this in mind we have analyzed the maximum section o6 this pool wider
the assumption that the aveumge uttumate eompte zive attength o6 the con-
crete .is 2000 psi. The aveAage vakue Sor aU 6ou,% cores taken is 2130 psi.
'i.gnoAing any vakue higher than 30000. Our cdkcukati,on sheet 1A o6 which
:three pUAt6 are enc.Poz ed heuw!_th demonstrates that undeA this condition
max&= compressive zt/cess in the concrete is only 495 psi, oA appAox&wteky
55% o6 the at-ow/abbte design stAess 06 900 p6.i/Sot 20000 guni.te.
f[ �0 /� N k
COMMERCIAL BUILDINGS INDUSTRIAL BUILDINGS PROCESS STRUCTURES
-2 -
City o6 Coata Mesa
Depnntment o6 BaUding 9 Satiety
SeptembeA 12, 1963
The heaaon Uon thi6 .i.6, oU couue, .the haat that once a ne,in6o&cing patteUui
has been eatabZished, .the th.ichne6s oU the gunite .i,6 computed to rrake {jute
uti.Uzation oU the atnength o5 the ateeQ, and since the pehcentage ob 4tee2
.in .the job does not te6utt .in what iz teAmed a "balanced de6.ign" the ataeaa
in the gunite .i.6 ph.acticatty a ways aub6taatiaZ2y teas than the maximum
peAmitted, as .indicated .in oun. caecuZaiion.
It da owc•_oryin.ion, the><eUont, that the aubjeat pool .i.6 atnuatuna ty adequate.
Coxdi.aUy,
�� �2�C-�L �-�
JuM. Fox
JMF:hb
Enc2.
cc: F.iuta PooC6
SEP 1�, 196,
City of
BoildiCosta
nk Loft.
f7•— L A B O R A T O R I E 5, 1 N c..
oseo,J es fin9 an�9n sfiecfion �n9i nearb
COMPRESSION TEST REPORT
Test made for
Fiesta
Pools, 9830
South Atlantic,
South Gate
Job Identification
JAMES
SHOWALTER,
1003 Post Road,
Costa Mesa
Location in Structure #1-2 8 3 POOL WALLS, #4 POOL FROM SHALLOW END
GUNITE grlrl
9 M
LABORATORY DATA �rn XI
n
Laboratory Number
88675
c0 Cit
Fp
Of j 7963 ^�
8,
l�duI apt sa
Date moulded
8/8/63-
8/8
8/8
S6/ o"
Date tested
9/9/63
9/9
�
9/9
`
? '
Age, days
32
32
32
32
Weight per cu. ft., lbs.
Dimensions, (inches)
3,95x7.65
3.95x6.0
3,95x5,85
3.95x3,35
Area, sq. in.
12.25
Compressive Strength
IK
Total Load lbs.
20,100
23,900
25,600
60,000
Lbs. per sq. in.
H/D Corrected
1,641
1,951
2,090
4,896
1,633
1 1,894
2,022
3,722
MIX:
Cement
Sand
No. 4
No. 8
No. 2
Water
1- Fiesta Pools
—- Costa Mesa Bldg. Dept
FIELD DATA
Specified Strength @ 28 days 2000#
Slump
Admixture
Ready Alix Plant
Cyls. made by
Date cyls. delivered T.. A. Horton 9/6/63
CF 2
235 WEST TWENTY-SEVENTH STREET
Cores 1, 2 8 3 show evidence that rebound
occured. The worst rebound occuring in
cores 1 8 2.
Respectfully subinitted,
RAYMONDD G. OSBORNE LABORATORIES, Inc.
By - f'•:� - ----------
LOS ANGELES 7. CALIFORNIA • RICHMOND 9-3111
IS�p
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IAMIS n FOX
STRUCTURAL ENGINEER
J II I
September 17, 1963
City o6 Costa Meda
Department o6 BaUding b Sa6ety
Costa Mesa, Cali6onn.ia
Attention: A1n. gingham
8060 TELEGRAPH ROAD
DOWNEY, CALIFORNIA ('
TOPAZ 1.8238 - SPRUCC 3.0349 'e
lyt
V
Subject: Swimming Poot bon. *%. 6 Mrs. James C. Showa-tteA, 1003 Poet
Road, Costa Mesa
Gentlemen:
Re6enence is made to telephone convensation6 n.elative to ,the subject
pook between Mn. Bingham and .the wnitea, and Mn. Robert Franks, o6
Fiesta Poots and .the wk teA.
OuA o66.iee has already (rade ca -leu tions demonatnating .that .the
theonetiea-t strength on' .the pool tin-ing as tested is adequate box
.the .imposed •load6. However, it is n.eque6ted by the o66.iee o6 the
DepaA ment o6 Bu Being 6 Satiety, City o6 Costa Mesa, Cati6onnia,
that some augmenting meawtu be .taken. Fon that Aeason, we suggest
.the 6otlowing appnoaeh:
1. Onty nominal stAuze6 exist .in the pool walls above the
nadi.ua section.
2. Prepare .the suA6ace o6 .the 6-iUet, on. nadi-us section by
means o6 an acid wash, sandb asti.ng, on othea approved
method to develop a suA6aee ponoed ty in the existing
gunite. Flush this 4uA6ace to assure no deteteriou6
chemica-t remains.
3. Deposit new gunite 06 a gguaAanteed atnength o6 3000 psi
.in .the 6•ittet wcea, 6eatheAing out to the point o6 tangency
at the ve&tica-t and hon.izontal ew.6aees.
The above methods wiU a6sune a high 6aetort o6 sa6ety under 6texunal
conditions, and a tasting sur6ace dunab.i lity.
JMF: hb
cc: Fiesta
t�, Ili
:Y'7
y yo ,
iJ
as
$tp 019t4esa )James M. Fox
fA� —
G�Y °t • pepti
,. 9uddul8
COMMERCIAL BUILDINGS-'-/N\D�IISTRIAL BUILDINGS PROCESS STRUCTURES
I Fdrao 09 199
IAM[Sn FOX
STRUCTURAL ENGINEER
J ill
8060 TELEGRAPH ROAD
DOWNEY, CALIFORNIA
TOPAZ 1-8238 - SPRUCE 3.0347
Y
SeptembeA 27, 1963
City ob Coma Mesa6-o t
Department o6 Buit-d ng 9 Satiety o �v i ,; Llf lam`'~✓
Costa Mesa, Cati 6oAnia
Attention: MA. Bingham
Genttemen: lei
We ane encZos.ing heAewith dnawcng showing pAoposed method ob ne-
.inbonc.i.ng pool 6oA .the ShowalteA Amidine, 1003 Post Road, Costa
Mesa. We al6o submit ca&AL&tions .i tu6t acing this concept. Note
.that we have shown new 3,0000 gunite .to be applied s.tanti.ng ducectly
at .the bottom ob .the tiZe oh as near..theAeto as is Ueas.ible. In
oAdeA .to avoid an awkwaAd pAo6iZe, we have shown .the a.ddi,tionat
AeinboAcing mat as beginning at a point 2'-6" below .the .tile at
which pkace .it is pkopeAty coveAed by .the new coating. TAansSeA o4
atAus &%om existing section into new ZayeA .takes place .in .the zone
o5 .the th ee .to bouA Uoo.t depths. Ptease note .that .the actuat
st&azes .in .the existing concrete in .the Range 6Aom .two to Sour
boot depths are very nominal even when aecogn.izing its toweA .than
noAmaZ stRength. It is ouA 6eeZ.ing .that the combined ZayeAs o� gunite
behav
aAe going to e as a composite section with very conseAvative
6tltebbeb thPJ[ein, .though as you can see &wm ouA detaiZ6, no advantage
has been .taken ob .the existing pool con6tAu.ction below .the .three boot
Levet.
We also have shown .the new gunite 5eatheA.ing out below .the cuAved
section. Actual design stu,6s in .this zone is ze)w,
sehve6 onty as a durable lining bon .the pont bottom.
Ptea6e calf us .i5 you have any questions.
JMF:hb
Encl.
and .the conotete - Iv
..�71WTJR
JAMES M. FOX
ByiC2
K.ingstey F. N.ieb, C.E.#11903
COMMERCIAL BUILDINGS • INDUSTRIAL BUILDINGS • PROCESS STRUCTURES
;:::7 AMIS
STRUCTURAL
J II
M. James C. ShowalteA
1003 Poet Road
Costa Mesa, Cati6onnla
Dean hk. ShoantteA+
ox
ENGINEER
I
Novemb¢A 21, 1963
8060 TELEGRAPH ROAD
DOWNEY. CALIFORNIA
TOPAZ 1-8238 . SPRuce 3.0347
This Ae6en6 to out conveuati-on o6 NovembeA 26. We we&e .i.n6oAmed by
Mn. Bingham, Chie6 Building 066.iciat o6 the City o6 Costa Mesa, that
cone tests taken at you& swimming pool showed an average stAength o6
25200 in 28 days. This is admittedty 4800 .tele .than the 30000 atAength
speci6.ied.
Gun-i.te is a mateAiat .that is di66ieutt to contAot. Given the same mix
and the same job conditions, vaAiartione in test atAengths o6 10000 peA
equaAe inch wLe not unueuat. YouA swimming pont design was based upon
uti.tiz-ing a conveniently sized and spaced patteAn o6 Aein6oUing steel.
The amount o6 gunite nequi&ed to utilize this steel to its maximum peA-
mihaibte stungth Aeautt6 to an excess o6 eoneAete. That is, the aetmrat
design stAesses in the gunite aAe 6aA tele than those .that would be
peAmi.tted in 30000 quaGity mateAiat. It may inteu4t you to know, by
the cozy, that even a6teA .the in tsat 28 days, .it has been demonstAated
aepeatedty that gunite continues to .ineAease in atAength a6teA the pont
has been 6i sed with water and is in use. Tests taken weeks on months
a6teA compteti.on o6 a poot have shown continued etuA4 incAea6a o6 up
to sevenat hundAed pounds pea. equaAe .inch.
I would tike to a64u4e you that 6Aam the engineeA.ing standpoint, youA
pool is en.tiAely 46a6e and that the aetuat etAesee6 in the mater a.t6 as
they exist ane wetl within those peJmUted by good eng.ineeAFng practise.
ve-Iiy Uuty youAb,
James M. Fox Cuvu I
V.
JA1Frhb �1 i�1 �1� (V
Yv O l�
ccs Mn. Bingham, City o6 Costa Mesa RECEIVED, 111lo
i /S /P� /
hit. Don NouAse, Fiesta Poole CA f J -d z'.) ; 383 rye, V'.
/ /�d
P44 of Costa Mesa
y building Dept
COMMERCIAL BUILDINGS • INDUSTRIAL BUILDINGS PROCESS STRUCTURES
i
CITY OF COSTA MESA
CALIFORNIA, P.O. BOX.317
From the Office of the Planning Department
Regarding Building Permit No. 20174 Date: Mash 13, 1964'
Location: 1003 Post Road
Dear Pool Owner:
The Costa Mesa Planning Department called at your property to inspect
the Swimming Pool, Our interest in pools is for the purpose of safety
and to be sure all provisions of Section 9298.9 of the.Municipal Code
have been met.
Section 9298.9:
1. No swimming pool shall be constructed closer than five (5) feet
to any property line, measured from waterline of pool.
2. No swimming pool shall be constructed under any electric power
lines or on any electric power easement.
3• No swimming pool shall be constructed unless the yard surrounding
such pool is completely enclosed by a six (6) foot fence or the
pool itself is enclosed with a fence six (6) feet in height and hav-
ing a self-locking type gate or gates.
Note: (Gate should close and latch on a free swing).
Your pool will not receive final approval until the requirements of the
aforementioned Section of the Municipal Code have been completed.
The following disposition is noted in reference to your pool:
❑ No one was at home.
t* No springs on gate.
❑ Improper latch or defective hardware.
g Wall surrounding pool not 6' high. Need 6' high fence.
❑ .Other.
❑ Telephone 646-2411 and ask for the Planning Department so
that an appointment may be arranged.
Since you have incurred certain liabilities through the installation of a
pool, it is requested that these matters be taken care of as soon as possible
so that your pool will be a safe one.
tlzd
Sincerely yours,
By
Planning Technician
OWNER SHOWALTER, J. C. DATE 11-19-62
JOB ADDRESS 1003 Post Rd. BUILDING PERMIT NO. 1 22
GENERAL CONTRACTOR Uwner-blclr. VALUE $ j730U. UU _
AP No. 1141-231-1 LOT TRACT FIRE ZONE DESCRIPI`ION OF WORI{,ekffd
+5. +.. macs
INSPECTIONS
Signature
DATE
GROUP I TYPE V ZONE R-1
Soil
S Z
SUBCONTRACTOR
PER ITS ISSUEL
Gas
DATE
NUMBER
Water
v'3
Rough Gom. Refrig. ❑ Air Cond. ❑
Rough Heating
Rough Plumbing2v%�.sy2/'
Miscellaneous
Prop. Swr. Line ❑House Con. ❑ St. Swr. ❑
Sprinkling System
Construction Pole
Underground ❑ Power 0
Rough Wiring
— I6XX-
Trenches ❑ Forms LLiStecl Heinf.
2�(1
Floor SVstcm
Bond Beam ❑ Steel Reinforce ❑
Sheathingframe
Flashing
—ap
— a -
Lathing — In ❑
Plaster, brown coat
Refrig. Q Air Cond. ❑ Final
Heating, Final
Plumbing Fixtures, Final
_
Final Gas Test
Electric Fixtures, Final
Building, Final
OCCUPANCY
FORM SU4 • SM — 7.61 1 R';oR
18228
(90STA MESA BUILDING -SAFETY DEPARTMENT
P. O. BOX 317 COSTA MESA. CALIFORNIA
For Applicant to Fill In Completely
TYPE OR PRINT
ADDRESS �Q O )�n C T lYoqcl 1
FEE RECEIVED
NOV 11962
FINANCE IJ�EPT.
APFQ T,1AfbIGWk MAIIT
BUILDING
COSTA MESA. CALIFORNIA I For Office Use Only /
t&
RECEIPT NO. T
OWNER J
TC •
;
MAIL 'yam
63
RECEIVED
Y DA RE IVE �y�I'/ DATE IB9UED
I ?_�
ADDRESS Q /
��' - ��-
('
CITY NO. I / S ;7
BUILDING
ADDRESS
/e
ARCHITECT 1 TEL•
W S%%i�
COSTA MESA. CALIFORNIA
OR ENGINEER G F NO
ADDRESS Je9,0
FIRE
ZONE
TYPE GROUP /
/Jn
CONTRACTOR /'(
APPROVED
DATE %/ '- /_
IL
`ZONING
l
ADDRESS
Z
NO. OF USE OF NEW
CITY
•�
I PLANS 2 BUILDING
STATE `��.
COAL
LES
�10
LIC. NO.
DCRIION .�
PT
0 ✓L V
SIZE 'J ` jJ /�
OF LOT O•�7 V S!, . i0 J
NOW ON LOT •
p, p, NO.
'-
USE OF
YARDS
EVES
EXISTING BLDG.
APPROVED
ALLOWED
SETBACK LINE FROM
(CRMTBR LINK
ST.)
CENTER OF STREET _ REAR YA^7MM
FRONT
FT IN.
I 9
I
SIDE YARD LEFT
RIGHT Rte+
R. SIDE
S FT'' IN.
DESCRIPTION OF WORK
L. SIDE
FT. IN.
NEW I I ALTERATION II ADDITION I
REAR
FT.
REPAIR I II MOVING I II DEMOLISH I
APPROVE
/IN.
I DATE
BUILDING•) & NO. OF
��
SIZE ✓`� W ROOMS STORIES
EXTERIOR WALL ROOF
'
COVERING SCOVERING
4.cD S
USE OF BUILDING AND WORK TO BE PERFORMED
THE AM
^
SHOWN UNDER VALUATION IS FOR THE
I HEREBY ACKNOWLEDGE THAT 1 HAVE READ THIS APPLICATION
AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO COM-
PURPO
OF
ESTpBLIBHINO A FEE ONLY.
PERMIT
PLV WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING
VALUATION
%
BUILDING CONS UCTION.
SIGNATURE OF
d�
PERMIT FEE $ /
PLAN CHECK $
PERM ITTE r✓'L✓'JX
$ 3
�`
AUTHORIZ AGENT
i
TOTAL FEE
Y
N
i
F
0
0
•
SHOWALTER, J. DATE 7/17
JOB ADDRESS
Po -01,
INSPRCTI0NR 1 1 nAmV I CPnTTP .T TVPP TTT Mmv Pi
Soil _ �V-a�-��,-_-
Gas �-!�—
--__- _--__- - --_-
-1R SUBCONTRACTOR
PERMITS
ISSUED
DATE
NUMBER
Water
Rough Com. Refrig. ❑ Air Cond. ❑
Rough Heating
Rough Plumbing 4W -C-1
Miscellaneous
Prop. Swr. Line ❑ House Con. ❑ St. Swr. ❑
Sprinkling System
Construction Pole
Underground ❑ Power 0
Rough Wiring
Trenches lY Forms ❑ Steel Reinf.
S6
Floor System
_
Bond Beam Steel Reinforce
Sheathing
Frame and Flashing
_
Lathing — 1n.0 Out ❑
Plaster, brown coat
Refrig. ❑ Air Con. ❑ Final
Heating, Final
i
Plumbing Fixtures, Final
-
Final Gas Test _
IS
Electric Fixtures, Final
Building, Final
OCCUPANCY
r- 20174
WSTA N}SA BUILDING -SAFETY DEPARTMENT
p, O.JOX Sl] COSTA MESA, CALIFORNIA
For Applicant to Fill In Completely
TYPE eRINT
BUILDING
ADDRESS
QOSTA MESA, CALIFORNIA
STATE
FEE RECEIVED
di1L L iePg1e�'OTIONp�FOR PERMIT
FF qr I����II�����ryryryryCy({{{{,.tzp/c U��(+�5]t�,�,��
ly
CIiYOD (U UO3i
RECEIPT NO. I P
FIRE
ZONE
NO. OF
GROUP
APPROVE
BY
/
DATE O
DATE
ZONING
ZONE
I NO.O ;I
PUN
UEE OP NE
EUILDING
LEGAL
-1-1_
A 1 : --1- n F /l
A. P. NO. . / �1'/- ;-' -J
A-)
90? T:NO EAVE O SIIDE 9 REARp,L.. SHALL BE LESS THAN
EAVES
ALLOWED (U. B. C. REOUIREMENT)
YARDS APPROVED YARDS APPROVED
MAIN BUILDING ACCESSORY BUILDING
(FROM C/L STREET)_
S SETBACK LINE FROM 11 1
OF WORK
BUILDING
NO. OF
VAR. R
DATE
SIZE
ROOMS BT
RIES
C.U.P.
APPROVED
EXTERIOR WALL
ROOF
APP
COVERING
COVERING
BY
TE
USE OF BUILDING AND WORK TO BE PERFORME
r1(IL•
gp
I
RE
p E S
SO. FT.
I HEREBY ACKN EDOYA
T 1 HAV G THIS AP IGTIO
TKE AMOUNT
SHOWN UNDER VALUATION
IB FOR THE
ANO STATE THA THE A
IS Co.,CT A D AOR
TO CO
PURPOSE OF
ESTABLISHING
A PERMIT
FEE ONLY..
PLY WITH ALL
T CTION
SIGNATUREOF
PERMITTE
CBH AN STAT LAWS
.
OUTAT O
VALUATIONBUILDINGcON
��)
$
PERMIT FEE $
G
A K
/
fn�7T
AUTHORIZED AGENT
B-� ,
WV
TOTAL FEE $
O
/U
�-t
' Co.7;�4�f
WELCOME HOMES i DATE5-18-56
JOBADDRESS -396r Post Road BU I LDING PERMIT NO. 3020
CENERALCONTRACTOR Welcome Homes
.00
LOT 12 BLOCK TRACT 2896 Single Res, w/att gar. _
(LRntJG 1 & i TYPE V 7ONE +moi FIRE DISTRICT 3060
INSPECTIONS
DATE
SUBCONTRACTOR
PERMITS ISSUED
DATE
NUMBER
Footing Trench
Foundation Forms and Grade to Garage
Rough Framing��—�
Plumbing, Rough to Slate �LL -
Plumbing,Rough Complete/per VAeo
_
`�„(iZ,�,-7,7"9 I_.
X,/S -SSS
S-60/ —
Temporary Pole
7-3;-3-9
X27 S
Wiring Rough N%ih
Heating, Rough
•%tel'}(
r�-/l' �.�
_� q�
Heating, Final c5
.n !
b-/S/S
S -h
sewer, House Sewer, St.
/QV/Y /O
o ,/�,��-,.'y
—S�6
—/7 /—,��i
S .i�J�i— •'�
Septic Tank or Cesspool
Lathing, In Out
Plastering
Plumbing, Final, Fixtures Complete "e -S
Plumbing, Final Gas Test knee's
Wiring, Final
`i415
�•i
'�� �-�
FORM 210 3M 10.53
Costa Mesa Building Department APPLICATION FOR PERMIT
P. O. Box 317 #Inc." R11iLniRic, 19
COSTA MESA, CALIFORNIA J%Jrar�y — — - — — - -- — ■
FOR OFFICE USE ONLY
FOR APPLICANT TO FILL IN Receipt No. Permit No.
Building/ g t,
Addres_q Post Road 30 oG 0
Costa Mesa, California
Receive y
Date Recld.
a Date Issued
Nearest,57
Cross St. Babb
Building
Address
owneryle loons iinma s Tnc .
Costa Mesa, California
Mail
Address 6628 17estmin.ster Aim.,
Nearest
Cross St.
Tel,
City 1`lestaainster NckV3M- 5711
Zone,/
Pe Y'
No. of
Pians
Type GrouN.�
Architect or Lie.
Engineer No.
Approved
by Date
Address
CORRECTIONS "
City Lie.
Contractoe;elCO Iib HO -:e5, Inc. No. 4278
Address 6628 Westminster Ave.
LegalI
Description
Lot
No. 2 I
Block I Tract 2896
(Attach Metes and Bounds)
c� No. of Bldgs.--
Size of Lot 56x105 Now on Lot None�
� i, . •� r -
Use of No.of I
Existing Bldg. IZone Families
No.of
Rooms
{ '_ �' ` 'i 'i „ z
Y _
(- 1 Z
Setback Line from Rear Yard
Center of Street 50 Ft. Side Yard
,lt�f T y
DESCRIPTION OF WORN
New R I Alteration
( Addition
Repair I Moving I
! Demolish
Building I No. of
Size 27X-40 Rooms 6 Stories 1
Exterior Wall
Covering StUOcO
Roof
I Covering Wood
APPROVALS
Use of New
Building Single family residence and
Foundation Location
Materials,
Under -Pinning
Inspector
Date
two Car garageForms,
tacked.
Frame: Fire Stops,
Bracing, Bolts
I hereby acknowledge that I have read this Application
and state that the above is correct and agree to comply
with all City Ordinances and State Laws regul 'ng
building coctign.
Signature of ['-���
Permittee
Authorized A
Lath. Int.
Lath. Ext.
Piaster, Int
Plaster, Ext
valuatl4d=,6%.7(�
$ /
Permit Fee $ c a
Plan Check $ i
Masonry Reinforced
Bond Beam
Fee I j `�
I FINAL
PLOT PLAN
Show location and distances from
properly Tins and between buildings.
V `A e
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u
J
c
n
J
o
d.
a
�
-
a
Street
PLOT PLAN
Show location and distances from
properly Tins and between buildings.
V `A e
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