05-5047 (RPL)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description
Property Zoning:
Application valuation:
Applicant:
t05=0d-6 0477>
53153 AVENIDA RUBIO
774-042-020-8 -000000-
POOL - RESIDENTIAL
COVE RESIDENTIAL
20000
T4tit 4 4:Q"
Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING -PERMIT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I,am licensed under provisions of Chapter 9 (commencing with
Section 7000) of 12ivision 3 of the Business and Professionals Code; and my License i '1 u11 force and effect:
License Class: 53' Mice allo.:-651YG
,Date:-11:� Contractor:
`.- OWNER -BUILDER DECLARATION.
I hereby affirm under penalty of perjury that I. am exempt from. the Contra`ctor's State License Law for the
following reason (Sec. 7031.5, Business and'Professiont Code: Any city'or county that requiiera'permit to
construct alter, improve,'demolish, 6r repair any structure, prior to its issuance, also requires the applicant for, the
permit to.file a, signed statement that he or she is Ijcensed pursuant to the provisionsof the.Contractor's State .
License Law (Chapter 9 (commencing with Section
70001of Division Sof the Business and Professions Code) or .
that he or she is axe mpt.therefrom and the basis for
the alleged exemption. Any violation of Section 7031 .5 by
any -applicant fora permit subjects the app'
icant to a oivitpenalty of not more than five hundred dollars . (5500).:
1 -1 I,+as owner of,the property, or my employees with wages as their sole compensation, will do the.work, and
the structure is not intended or offered: for sale (Sec: 7044, Business and Professions.Code: The
Contractors" State License.'aw does not apply to'an owner of property who builds or improves thereon,
and who.does the workhimself or herself through his or her own employees, providedthat the
.improvements are not intended or'offered for'sale..If, however, the building orirnprovement is sold within
one,year`oI completion, the owner -builder. will have the burden,of provingthat he or she did not build or
improve'for the'purpose,of sale.): _ -
(_ 1 1, as owneLof the.propent ;'.am exclusively contracting with licensed contractors to construct the projecv(Sec.
'7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
` property•who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the'Contractors' State License Law.).
(_ 1 I.am exempt under. Sec. , B.&P.C. for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY.
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
Owner:
KOPPERDALE
53-153 AVENIDA RUBI
LA QUINTA, CA 92253
Contractor:
BLUE 'IHAVEN�POOL&
WCC: CLARENDON
WC: 08KR000089
CSLB:, 618892
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/15/05
WORKER'S COMPENSATION DECLARATION -
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a'certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700,of the Labor Code, for the.performAce of the,work for which this permit is
is sued.'
.
I. have and will maintain: workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the `performance of the work for which this permit is issued.- My workers' compensation
.. ..
insurancecarrier'and'policy number are..-- .c-' ' `• .
Carrier C53' ' ''POlic Number
Y
.I certify that,inthe performance of the :work for which this permit is issued, I shall not employ any
r personIin- any manner, so as to be om-e subject to th'e'workers' compensation Iaws'of California,
_ 'and agree'that if Ishouldbecome subjecito the workers compensation provisions of Section
3700 of the Latior,Code I shall fo with co ly,with those provisions.
D e: 1t t7 .-Applicant.
t
WARNING: FAILURE TO SECURE WORKERS' COMPENSATIOWCOVERAGE IS UNLAWFUL,;AND SHALL
SUBJECT AN,EMPLOYER TO CRIMINAL PENALT.IES.;AND CIVIL FINES .UP TO ONE HUNDRED THOUSAND
`DOLLARS IS 100,0001. IN ADDITION-TO-THECOST'OF COMPENSATION,'DAMAGES -AS PROVIDED FOR IN
SECTION 3766 OF. THE LABOR CODE, INTEREST, AND, ATTORNEY'S. FEES. '
APPLICANT, ACKNOWLEDGEMENT
IMPORTANT Application,is hereby made to'thepirectorof.Building�and Safety fora permit subject to the
conditions and restrictions set forthon,this applicaiion.''
1. Each person upon ..whose whose application is made, each person i t.whose request and for
whose: benefit. work- is performed under'orpursuant to. any.permitrissued as a result. of this application,
the owner, and the applicant, each agrees to;,.and'shall defend;,intlemnify and hold harmless the City
of La,Quinta, its officers; agents and employees fovany actor omission related 'to the work.be ing
performed under -or following issuance of,thispermit.
`
2. Any permit. issued as a result of ,this application becomes null andvoid if work is not commenced
within 180 days 4rom date of issuance of -such permit, or cessation of work for 180 days will subject
permit to.cancellation.
1 certify that I have read.this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of•thiis,(c, I my to enter upon the above-mentioned prope . for' spe,ctio purposes.
Date'I /^� —1 Signature (Applicant or Agent).
f T
Application Number . . . . . 05-00005047
Permit . . . BLDG POOL PERMIT
Additional desc . .
Permit Fee . . . . 207.00 Plan Check
Fee
134.55
Issue Date . . . . Valuation
20000
Expiration Date 5/14/06
Qty Unit Charge Per
Extension
BASE FEE
45.00
18.00 9.0000 THOU BLDG 2,001-25,000
----------------------------------------------------------------------------
162.00
Permt MECH POOL
Additional;,.desc
Permit Fee 26.00 Plan' Check
Fee'..
6.SO
Issue Date . . Valuation
0
Expiration Date 5/14/06
Qty-. Unit Charge- Per
Extension.
BASE FEE
15.00
1.00 11.0000•;•EA MECH FURNACE >100K.
-----------------------
11.00
Permit..„.. . . . `ELEC POOL PERMIT=RES
Additional 'desc
Permit - Fee. 45..00 Plan 'Check
Fee
11.25
`Issue Date. .. . . . Valuation
0
_
Expiration Date`. .5/14/06
°Qty'. Unit Charge Per
Extension
_ BASE'. FEE
a`5 . 60
1.00 30. OO:OO, .EA EIEC •PRIVATE SWIMMING :POOL '- .
30.'00
Permit.. •PLUMBING
Addi t'i onal :_des c
Permit• Fee 27.00 Plan Check
Fee ,.
6.
Issue-.
Issue. -Date Valuat'ion�
''0, .
`Expira'tion Date . - 5/14/06.
Qty. Unit Charge.. Per
Extension
BASE='FEE :
1.00 6.0000 EA -PLB FIXTURE
6':00”
1.00 3.00.00 EA -PLB, WATER',INST/ALT/.REP
'3'.00
i.00 3-.Ob06 EA. PLB GAS PIPE 124 'OUTLETS.
3.00
----------------------------------------
Special Notes -and .Comments
POOL ONLY. ALARMS/BARRIERS SHALL BE IN
LQPERMIT
Application Number . . . . . 05-00005047
-----------------------------------------------7----------------------------
Special Notes and Comments
PLACE PRIOR TO PRE -PLASTER INSPECTION.
EQUIPMENT ENCLOSURE NOT INCLUDED IN
PERMIT.
Fee summary Charged Paid
Credited
Due
Permit Fee Total 305.00 .00
.00
305.00
Plan Check Total 159.05 .00
.00
159.05
Grand Total 464.05 .00
.00
464.05
LQPERMIT
Bin #
-City of La. Quanta
Building & Safety. Division
:_ .,P.O. Box 1,50.4, 78-495,61 -Tampico
La Quinta, CA 92253: (760) 777-7012
Building Permit Appllc ton and Tracking Sheet
Permit #
c�
os,_ S� T/
Project Address: j31 S3
Owner's Name:
A. P. Number:
Address:
Legal Description:
Contractor:
,_ ,
Address:2� J ��
Project Description: M •,.
City, ST, Zip: CP( ,
_ Tele hone•
p �D
k.
State Lic. # : 2
city Lic. #:
Arch., Engr., Designer:
y
Address:
f
City, ST, Zip: ,
Telephone:
_; ;
M1 Construction -Type: Occupancy:
State Lic. #:
; Project type (circle one): New ,: Add'n Alter Repair Demo
Name of Contact Person:
Sq. Ft.:
#Stories:
# Units:
Telephone # of Contact Person: - . k,
Estimated Value of Project:
1APPLICANT D..0>:NAT, WRITE 'BELOW, THIS LINE ,,
#
Submittal
Req'd
Recd ^
TRACKING .
PERMIT FEES
Plan Sets
'.'Plan Check submitted
Item•
Amount
Structural Calcs.
Reviewed, ready forcorrections
Plan Check Deposit
Truss Cates.
Called Contact Person"
Plan Check Balance
Energy Calcs.
:Pians picked no
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading.plan
2"d Review, ready for.corrections/issue
Electrical
Subcontactor List
Called Contact Person•.
Plumbing
Grant Deed
Plans picked up •
S.M.I.
H.O.A. Approval
Plans resubmitted a s
Grading
IN HOUSE:-
'`":Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.LP:P.
Pub. Wks. Appr
Date of permitissue
School Fees
Total'Permit Fees
7_318
5.\/IRFYARE3l�\/F_.C�f�l%/�„'K[C�,CA.,91761 9G�5)':94764��
12"
IN VENTURA COUNTY ALL
EXPANSIVE
TABLE
SOIL
SOIL
NO. 1
DECKING MUST BE INSTALLED
EQUIVALENT
APPROVED SEALANT RECOMMENDED (PER DETAIL
#8).
FLUID PRESSURE
IN ACCORDANCE W/ DTL I.
= 30 P.C.F.
REQUIRED W/ EXPANSIVE SOIL
-
- - - .°
I_ I I
SEE DL #1
SLOPE DECKING 1/8"
h)
COPING
BEAMS
1'
I.
3" CUR. SEE TABLE NO. 2.
TO 1/4' PER FOOT.
B3
BOND BEAM SEE TABLE NO. 1
8'0"
ARS
#3 BARS
,'_WAY FROM POOL
R
& DETAIL 12.
VERTICAL
t
VERTICAL
<REAL
614"
CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
STEEL
7 %" "
STEEL
F3'O"
1'-0"
V, "
#3 0 12"
5%"
#3 0 12"
CL
1'-0"
5V
"
5%"
"
NIALLLOWABLE
1'-0"
1 V1 "
\'Sq�
51, "
"
o
z fi �5
V-0"
aWm
"
5%"
#3 0 6"
5'0"
1/2"
6"
"
p w
"
--I CONDITION
MIN.
6"
#3 0 6"
61,C
"
6'0"
2'-6"
6'
"
7%"
"
-----
3'-0'
6"
a o
8"
"
ANDISTURBED
3'-6"
6'
"
8%"
"
SOIL
1000 PSF MIN.
4'-0"
•6%"
`a a
9"
"
BEARING VALUE.
4'-6"
6%"
CO o
9"
"
8'6"
5'-0"
6%"
"
9"
'
Jam' 4,
It' TO BE
CHANGED
•
Y -
I
`�
UNIFORMLY.
-
SEE TABLET
No. 1.
VERTICAL STEEL SEE
-
12"
NON -EXPANSIVE
EXPANSIVE
TABLE
SOIL
SOIL
NO. 1
EQUIVALENT
EQUIVALENT
I
N I I
FLUID PRESSURE
FLUID PRESSURE
#3 BARS BENT
= 30 P.C.F.
= 45 P.C.F.
-
- - - .°
I_ I I
SEE DL #1
BOND
h)
EQUIV. FLUID M;N.
BEAMS
1'
I.
3" CUR. SEE TABLE NO. 2.
PRESSURE
B3
4
8'0"
ARS
#3 BARS
THIS STANDARD POOL STRUCTURAL PIAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE
R
t
VERTICAL
t
VERTICAL
a LINE.
614"
CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
STEEL
7 %" "
STEEL
F3'O"
1'-0"
V, "
#3 0 12"
5%"
#3 0 12"
8' "
1'-0"
5V
"
5%"
"
4'0"
1'-0"
1 V1 "
\'Sq�
51, "
"
4'6"
V-0"
I 5,T
"
5%"
#3 0 6"
5'0"
V-6"
6"
"
6"
"
5'6"
2'-0"
6"
#3 0 6"
61,C
"
6'0"
2'-6"
6'
"
7%"
"
6'6'
3'-0'
6"
� NO. Z SOIL
8"
"
7'0'
3'-6"
6'
"
8%"
"
7'6"
4'-0"
•6%"
"
9"
"
8'0"
4'-6"
6%"
9"
"
8'6"
5'-0"
6%"
"
9"
'
12"
N
GENERAL NOTES (1I.ALINU Ind HALAKUUUS LUI:A I IUNJ
6 BAR BOND BEAM REQUIRED
()
FOR THE CITY OF LOS BO
BO #4 BARS ®ND BEAM.
FINISH BOND BEAM W/ (4) #3
1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE LATEST ADOPTED
ANGELES ONLY. I
I
GRADE. BARS PER TABLE N0. 1 &
SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY UNE, SLOPES AND EDITION OF THE CBC SECTION 2406.4, ITEM 9 INCLUDING LOCALLY ADOPTED AMENDMENTS.
STRUCTURES. IN THE CITY OF LOS ANGELES, THE POOL LOCATION SHALL COMPLY WITH THE 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN ALL
I
N I I
DETAIL #12.
CITY OF LOS ANGELES ZONING CODE IN SAN BERNARDINO COUNTY POOL APPROVED FOR OF THE FOLLOWING CONDITIONS ARE RESENT:
#3 BARS BENT
7"
PRIVATE USE ONLY, A SOILS REPORT MAY BE REQUIRED IN EXPANSIVE OIL AREAS AND THE A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60° ABOVE THE POOL SIDE OF THE GLAZING.
POOL LOCATION SHALL COMPLY WITH THE SAN BERNARDINO COUNTY ZONING CODE
-
- - - .°
I_ I I
515r "
6'0"
'�
EQUIV. FLUID M;N.
0 48 O.C.
-! #3 BARS VERTICAL,
B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA.
2 REPRESENTATIVES aF POUL ENGINEERING IMC. HAVE NOT INSPECTED THE SITE &ARE RELYING
oN INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF CONTINUOUS SHOTCRETE INSPECTION
3" CUR. SEE TABLE NO. 2.
PRESSURE
91
"
8'0"
WATER
"
THIS STANDARD POOL STRUCTURAL PIAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE
10"
MAXIMUM.
6" #3 04-
6" #3 04-
4"5'6'
56" 71/" "
a LINE.
614"
CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
COPING NOTE:
7 %" "
COMPACTED
7- "
2 1/2'
a v
7%" #3 0 3"
RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND INSPECTOR INBC SOUANO SECTION1701, 00THEALL SUBMIT
ING AGENCIES STATEMENT
WITH THE UBC/CBG
BOND BEAM HOPoZ. BARS
BOND BEAM PER TABLE
MAY BE OVER OR UNDER
8' "
FILL
S 1
715�" #3 0 3"
CLR. x
a
a O w
Uj
8'
OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL
DETAILS ARE VAUD ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING OTHERS REQUIRE CONTINUOUS INSPECTION:
INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. A. CITY OF LOS ANGELES - INSPECTOR MUST BE APPROVED BY THE DEPARTMENT OF BUILDING &
POSITIVE N0. 1 (EXPANSIVE SOIL)
9. 1
\'Sq�
8. "
"�
Z N
5%-
NOT VAUD DETAILS THE TY, PER RGA 67
DRAINAGE & DETAIL #12. VERTICAL BARS
7"
\p�\
9"
01
1: ®�
12"
LATEST ADOPITIONAL TED EDITION OFRGE
PLYAPPY THE CBC SECTIONJt 06.5.2LLOWING THR000H B. COUNTTY OF VENTURA.
APS
�- TABLE
VERTICAL
STEEL
#3
012"
#3
012"
#3
06'
#3
06'
#3
04
CONDITIONS(PER
'D' 'X'
EXPANSIVE
X
a-,
Fti
#4
03"
To
p a
m a
106.5.4. IN VENTURA, LOS ANGELES COUNTIES, MIN. IS 1 1/2' & MIN. IS 2 1/2). G THE CITIES OR BEVERLY HILLS, COSTA MESA, CULVER CITY, CYPRESS, FULLERTON, HERMOSA BF-ACH,
IRVINE, NEWPORT BEACH, LA HABRA, LA PALMA, LAGUNA HILLS, LAKE ELSINORE, LONG BEACH,
� NO. Z SOIL
\•Q9
6
Q
SPECIAL DETAIL REQUIRED WHEN LOS ALAMITOS, MISSION VIEJO, NORCO, SEAL BEACH, STANTON, TUSTIN, VILLA PARK & WESTMINSTER.
-III
N
VERTICAL
STEEL
2'6"
51
3 0 12-
3'0"
6'
"
M
6"
#3 0 6-
6'
7"
"
3'0" 514"
51,�*
515r "
6'0"
in
EQUIV. FLUID M;N.
7,0"
8,
N
PRESSURE
91
"
8'0"
= 62.4 P.C.F.
"
8'6"
10"
MAXIMUM.
6" #3 04-
6" #3 04-
4"5'6'
56" 71/" "
_
614"
6,/" "
6'0' B.
7 %" "
7" »
7- "
6'6' 8,ii" #3 0 3"
7,/z" #3 0 3"
7%" #3 0 3"
7'/t" "
7'0' 9"
8' "
8'
715�" #3 0 3"
't' SEE
8'�" "
8'
8- "
TABLE
9. 1
8,4-
8. "
NO. 2.
t
5%-
6"
D
t
VERTICAL
STEEL
2'6"
51
3 0 12-
3'0"
6'
"
4'0'
6"
#3 0 6-
5'0
7"
"
3'0" 514"
51,�*
515r "
6'0"
8"
#3 0 4"
7,0"
8,
"
7,6"
91
"
8'0"
10"
"
8'6"
10"
"
�,p _ Q 'D' IS LESS THAN POOL DEPTH D. IN THE CITY OF SAN DIEGO, PNEUMATIC CONCRETE WORK NOT FULLY SUPPORTED ON
C) c F_ OR H/4 (75 MAX. H/4) SPECIAL DETAIL EARTH MAY REQUIRE CONTINUOUS INSPECTION AND VISUAL EXAMINATION FOR STRUCTURAL
w REWIRED WHEN 'H'
\ SOUNDNESS OF IN PLACE PNEUMATIC CONCRETE.
c o TOE OF SLOPE IS LESS THAN 10' TOP W TITLE 24
�F ��----
III SLOPE MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT:
-11 1�9yA J� p^ 1 READILD'YIS CERTIFIED WITH 78% THERMAL EFFICIENCYACCESSIBLE P
ON-OFF SWITCH. WEATHERROOFOPERA NG INSTRUER LATEST CTIONS �STANDARD)
ON ENERGY'
-I e O EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
'ILII 5 Q�P��v 2. SYSTEM IS INSTALLED WITH:
�P0 ,Q, = A. AT LEAST 36' PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING
B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
° 3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWATCH TO PERMIT OFF
SPECIAL DETAIL REQUIRED WHEN 'Q' �MW=
PEAK OPERATION.
IS LESS THAN H/6 (20' MAX.) FENCING AND BARRIERS
#3 0 6" O.C. 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON -
VERTICAL STEEL 4'-0' STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE 1.PRIOR TO FIWNG, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. HIGH
DEEP & BELOW. DECKING AND POOL GEOMETRICS. FENCING & GATES WITH NO OPENINGS GREATER THAN 4'. GATES TO BE SELF-CLOSING &
T HORIZONTAL STEEL. #3 �= of jlli- I �ONSTRATE A SYSTEM THAr-nnm IS T WILL RESISWN AS CTI�HEAVINGG DUE TO SOIILEXPANSION.STRUCTION �D DOES NOT LOCAL CODES SHALL PREVAIL
ELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. WHERE THIS VARIES FROM LOCAL CODES, THE
BARS 0 12" O.C. TYPICAL. 0 c.> =1 6. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE UNIFORM 2WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH THE LATEST ADOPTED
�I
- BUILDING CODE/CBC AND LOCAL ORDINANCES EDITION OF THE CBC SECTION 421APPENDIX CHAPTER 4 INCLUDING LOCALLY ADOPTED AMENDMENTS.
_I 11 VERTICAL STEEL �� co 11),
TABLE NO. 1. 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC A. IN THE CITY OF LOS ANGELES, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE WITH
SEE TABLE NO. 2. NOTE STANDARDS AND/OR LOCAL CODES
" I . THE LOS ANGELES CITY BUILDING CODE SECTION 91.6103(A).
ro 24" MIN. NOTE: �, EXTRA REINFORCING TO EXTEND 24 MIN. EACH SIDE OF RAMP. B. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES.
HORIZONTAL STEEL LL BOND BEAM HORIZONTAL BARS MAY HORIZONTAL STEEL '� 24" MlN. B. IN THE COOF LOS ANGELES BARRIERS REWIRED BY CHAPTER OF THE LOS
TRANSITION WA
#3 BARS 0 12° O.C. ^'? TRANSITION WALL 4 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ANGELES COUNTY
FETY TY HEALTH AND SACODE AND ORDINANCE 95-003939 SHALL
HALL BE REQUIRED.
TO FLOOR STEEL AND THICKNESS. BE OVER OR UNDER VERTICAL BARS. #3 BARS 0 12' O.C. ASSISTIVE DEVICES FOR THE DISABLED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING POOL SITE PLAN.
TYPICAL INCLUDING ALL SPECIAL DETAILS. TO FLOOR STEEL AND THICKNESS. 10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE. C. IN THE COUNTY OF VENTURA, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE WITH
ELECTRICAL AND PLUMBING VENTURA COUNTY BUILDING CODE (1998) ARTICLE 3, CHAPTER 41, SECTION 41.6.
NO DECK SECTION - EXPANSIVE SOIL (62.4 PCF) D. IN THE CITY OF SAN DIEGO, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE WITH THE
STANDARD WALL SECTION OR HIGHLY EXPANSIVE SOI? EXPANSION INDEX UP TO 130 2 SHALLOW/DEEP END RAMP 3 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE CITY OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS IN DIVISION 84. ALL DOORS
CALIFORNIA ELECTRICAL CODE SECTION 680. PROVIDING DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL SHALL BE EQUIPPED
2. ANY METAL WITHIN 5' OF POOL EDGE MUST BE BONDED PER THE LATEST ADOPTED EDITION
TYPICAL REBAR INSTALLATION DIAGRAM 2 STORY WOOD '►M (3'-0" MIN') , EQUIVALENT FLUID PRESSURE OF THE CALIFORNIA ELECTRICAL CODE WITH AN EXIT ALARM AND A SELF-CLOSING, SELF -LATCHING DEVICE WITH A RELEASE
DECKING. MINIMUM - 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL. BUILDING PERMIT. MECHANISM PLACED NO LOWER THAN 54' ABOVE THE FLOOR.
Ih9DTH PER LOCAL INCLUDING ALL POOL ENGINEERING, INC. DETAILS FRAME BUILDING TABLE NO. 5 = 45 P.C.F E. IN THE COUNTY OF SAN BERNADINO, PROTECTIVE BARRIERS ARE REQUIRED IN COMFORMANCE
1000 #/FOOT MAX. EXP. JOINT & SEALANT 4 ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN
BUILDING CODE. (FOR DETAILED INSTRUCTIONS, SEE PER DTL. 8 RECOMMENDED
REINFORCEMENT INSTALLATION INSTRUCTIONS WATER SURFACE. (REQ'D W/ EXPANSIVE SOILS)
AT THE BOTTOM OF THIS DETAIL) APPROX. 3" BELOWL COPING
BOND BEAM.
1 L0
o ao COPING =1
F DRAIN
NO R.B.B. 0 3 I I IbltEl C o
====T II I - a I W
ED A z I _III -I I m
BASIC GRID I I I II
#3 BARS 0 12 O.C. BENCHES & STEPS - J
Q w mm NOT A PART OF �c- N
F- Y I d I POOL STRUCTURE. J DECK DRAINS ..
L / "' '�o z I r RECOMMENDED. 5 1/2"
Z ZM.1
j cooI ( `_ 5 -0. PER TABLE BOND BEAM
a �. C/) ' P N0. 1. PER TABLE N0. � O °' & DETAIL 12.
q > (EXPANSIVED UNDER -WATER P��� ADD #3 0 12' O.C. LONGITUDINALSOIL)LIGHT PER 0 0TRANSI110N FOR EXP. SOILS. SEEDETAIL #10. TABLE
oNO. 5.P�
W-3'-0'
W -4'-O'
W-5'-0"
W -6'-O"
D t VERTICALt
STEEL
VERTICAL
STEEL
t VERTICAL
STEEL
t VERTICAL
STEEL
2'0" 5%" #3 0 12
51," #3 0 12
5' #3 0 12' 5%" #3 0 12
2'6" 5%"
5 %"
5'il"
5,,C "
3'0" 514"
51,�*
515r "
51/z" "
3'6 1514"1 #3 0 6
5',-. #3 0 6"
-
5,,r
5 , ,�" "
4'O" 6"
5'&- I -
514" #3 0 6"
5'/" #3 0 6"
4'6" 6'/r 1 #3 0 4"
6" #3 0 4"
6"
6" "
5'0" 7"
614"
6" #3 04-
6" #3 04-
4"5'6'
56" 71/" "
7' "
614"
6,/" "
6'0' B.
7 %" "
7" »
7- "
6'6' 8,ii" #3 0 3"
7,/z" #3 0 3"
7%" #3 0 3"
7'/t" "
7'0' 9"
8' "
8'
715�" #3 0 3"
7'6" 9-
8'�" "
8'
8- "
8,0. 9,4"
9. 1
8,4-
8. "
HIGHLY NO ANSI
DECK
t
5%-
6"
ACCORDANCE WITH LOCAL REGULATIONS.
5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN.
6. BACKWASH MALL BE DISPOSED OF IN AN APPROVED MANNER.
7. GAS PIPING TO BE IN CONFORMANCE WITH LATEST ADOPTED EDITION OF THE CAUFONIA
PLUMBING CODE SECTION 1210.1.
8. CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CALIFORNIA HEALTH &
SAFETY CODE FOR ROPER INSTALLATION OF THE POOL DRAIN SYSTEM.
STRUCTURAL NOTES
1. OIL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED
AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 907. COMPACT FILL
THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM
DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40
FOR 13 BARS AND 14 BARS. SPLICES TO BE LAPPED 24' MIN. MINIMUM CLEARANCE
BETWEEN PARALLEL BARS IS 2 1/2".
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH THE
EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASK: GRID, THE MAXIMUM SPACING
IS 14 BARS AT 18' O.C..
4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF
THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT
IN THE POOL STRUCTURE
5. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE) OF
THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE.
6. SHOTCRETE (GUNITE) TO BIE IN CONFORMANCE WITH THE LATEST EDITION OF THE CBC
SECTION 1924 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28
DAYS, AND CONSIST OF 1 PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS
OF WATER PER SACK OF CEMENT.
WITH SAN BERNADINO COUNTY CODE SECTION 63.123, SEE ATTACHED COPY OF SWIMMING POOL
ENCLOSURE STANDARD PROCEDURE
CITY OF LOS ANGELES SPECIAL NOTES
THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF LOS ANGELES.
1. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMDJTS OF 91.31B DIV 11
AND P/BC 2001-14.
2. MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHOTCRETE OR GUNITE SHALL BE 2500 PSI.
COUNTY OF LOS ANGELES SPECIAL NOTES
IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING &
SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, AND
HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN.
CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE (LACBC)
VENTURA COUNTY SPECIAL NOTES
THESE NOTES ARE ONLY APPLICABLE IN VENTURA COUNTY.
1. DECK TO BE REINFORCED WITH #3 BARS 0 24' O.C. EACH WAY.
A. DECK BONDING: WHEN DECKS ARE TO BE INSTALLED, WHETHER STRUCTURALLY REQUIRED OR
NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER WITH
THE POOL SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH
THE POOL WATER RECIRCULATING SYSTEM & WITH MISCELLANEOUS METAL ACCESSORIES, SUCH
AS POOL SLIDES, DIVING BOARD & SPRING BOARDS, IN ACCORDANCE WITH NEC SEC. 680-22
2 15" DEEP PERIMETER FOOTING IS REQUIRED.
3. PERIMETER FOOTING MAY BE OMITTED WHEN 6' WIDE DECK IS INSTALLED.
4. MINIMUM DECK WIDTH IS 4' UNLESS PERIMETER FOOTING DEPTH IS INCREASED BY THE AMOUNT
PROPORTIONAL TO THE REDUCTION IN DECK WIDTH.
5. WHEN DECK SUB -GRADE SOIL HAS AN EXPANSION INDEX > 91 SATURATION TO 18` MINIMUM
0i a- II- � I FLOOR - 6 THICK MIN. REINFORCED GUNITE W/
a. !� . DEPTH IS REWIRED.
7. CEMENT SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE CBC STD 19-1, ASTM 150.62.
i �<v�, 6. JOINTS IN DECKS &COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT
p I I I I -I I' #3 BARS 0 12" O.C. EACH DIRECTION. TYPICAL VERTICAL STEEL. SEE �III� 8. USE TYPE V PORTLAND COMENT IN AREAS WITH MORE THAN 2% SULFATE CONTENT AND RESILIENT SEALANT,
Q MAIN DRAIN(S) AT LOW POINT. (STEEL TABLE NO. 5. �1 AS DIRECTED BY LOCAL BUILDING CODES/ CBC. 7. SURFACE WATER FROM POOL DECKS SHALL BE COLLECTED &CONDUCTED THROUGH NON-EROSIVE
o BASKET IS NOT REQUIRED.) MAIN DRAIN PIPE REINFORCEMENT INSTALLATION INSTRUCTIONS I I I
Q SHALL NOT ENCROACH INTO GUNITE SHELL _ - 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. DEVICES TO A STREET, STORM DRAIN, OR OTHER APPROVED WATERCOURSE OR DISPOSAL AREA.
UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC. DETAILS INDICATE THE 'D' OR 'H'
10. ALL INTERIOR SURFACES Of POOL/SPA SHALL BE COATED WITH A WATERPROOF SILICA PLASTER. 8, WHEREVER EGRESS FROM A POOL IS RESTRICTED BY THE PRESENCE OF A VERTICAL WALL OR
y FOR DUAL MAIN DRAIN REQUIREMENT SEE HORIZONTAL STEEL m OTHER BARRIER WHICH EXTENDS MORE THAN 12' ABOVE THE WATER SURFACE AT THE POOL EDGE,
SOIL DISTANCE DOWNWARD FROM THE TOP OF THE WALL WHERE ADDITIONAL VERTICAL OWN PERMANENT CONTINUOUS GRAB BARS HANDRAILS, OR OTHER APPROVED EQUIVALENT DEVICES
ELECTRICAL AND PLUMBING NOTE 8. 3 BARS 0 12O.C. S
BARS ARE ADDED TO THE BASIC GRID TO PROVIDE THE REINFORCEMENT SPECIFIED " # +c, 24" MIN. 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. !
INSTALL HYDROSTATIC VALVE AND ROCK PACK AT IN THE TABLES. THE ADDED REINFORCEMENT EXTENDS ONLY DOWNWARD FROM 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. SHALL BE INSTALLED WITHIN 12' OF THE WATER SURFACE SUCH DEVICES SHALL BE CAPABLE
TRANSITION WALL TO FLOOR OF BEING SECURELY GRASPED, AND SHALL BE ADEQUATE TO SUPPORT THE WEIGHT OF A USER
THAT POINT. IT IS AN INCORRECT INTERPRETATION THAT THE ADDED STEEL AND THICKNESS 3. DO NOT USE BLACK RUBBER HOSE WHEN FILING POOL (IT MARKS THE PLASTER). OF THE POOL, PER V.C.B.C. CH.41 SECTION 41.2.6.
LOW POINT WHERE REQUIRED BY HIGH WATER TABLE. REINFORCEMENT MUST BE EXTENDED TO THE TOP OF THE WALL
TYPICAL LONGITUDINAL SECTION 4 BUILDING SURCHARGE SECTION LU NOTES 6
APPROVED SEALANT 9" & LARGER BRICK OR PRECAST
5'-8' BOND BEAM PER PROVIDE ADEQUATE DRAINAGE
CONCRETE COPING. 3RD AND/OR
2" 2" 4'-0" MIN. TABLE NO. 1 & BEHIND POOL WALL NOTE:
BOND BEAM PER TABLE �- BAR 0 24" O.C. '.> EXPANSION JOINT & 90112' `'' }��4TH BAR BY THE USE OF THIS PLAN
NO. 1 & DETAIL #12 LEVEL TOP OF GUNITE DETAIL #12. Z e
Y LOCATION MAY
- a W/ GROUT &PLACE GROUT ALL CELLS. SEALANT REQ'D. J
TO MATCH THE USER ACKNOWLEDGES
(2) #3 ¢ #15 FELT OR 4 MIL DECKING F- ELECTRICAL - -I I FOR EXPANSIVE SOILS. °T VARY TO
O BARS. VISQUEEN ON TOP. J' Box. I s II -Ill l r PER DETAIL #8 COPING M 3 �(, PROVIDE
THAT .HE HAS READ AND
BARS. COPING z 8" MIN. ABOVE DECK, WATER -111 ° o I l� UNDERSTANDS ALL OF THE
5 1/2" X I BETWEEN
,z #3 BARS 1" MIN. Q #3 BARS -LINE OR FLOOD LINE WHICH ,IIS a o IH Z (1) #3 NOTES INCLUDED HEREIN.
#3 BARS a #3 O.C. `" �' 12' O.C. m EVER IS GREATER. III- °O a w BAR. `� - I I- r Q PARALLEL
0 12" O.C. SPA LIGHT o AROUND HORIZ. STEEL a TELE BARS.
EA. WAY. EA WAY. 11 o m C3 m DECKING. a
EACH WAY. 3" o i-1 ALL PIPES. II� 11 SKIMMER BARS 0 I < s ¢ _ THIS PLAN IS THE
I-II COVER. YW -1I I II: I I I 12" O.C. CC 6" BLOCK BOND BEAM PER TABLE
Com' EQ. EQ. �� I -III- II II_III L�jUj fm=1500 psi No. t. WORK OF THE ENGINEER AND
I WATER WATER �� LTFr SII Ii�ll= - -- II SHALL NOT BE REPRODUCED
REINFORCING PER ° UNE. UNE. (3) #3 BARS Y� = I- II BOND BEAM 4 O - 3° CLR• #3 BARS 0 12" O.C.
s' �`� -111 z MAY BE 0 3° ~ II=1I1 E --PLASTER COPIED OR OTHERWISE USED
DETAIL #10. NOT MIN. 24" BEND BOND ��� I lip p 5E U 11=
REQUIRED IF 6" MIN. LAP d �a z +O" ALSO."VERTICAL-
_0
I- 3" CLR. WITHOUT THEIR WRITTEN
CLEAR PROVIDED. 5' MIN. BKINAMER.DER ���, .I k ° m \ WATER VERTICAL n 8" PRECAST COPING PERMISSION.
' LINE. STEEL W/ I BOND BEAM
AROUND ALL S _ o OR BRICK
24 MIN. LAP �� VERT. STEEL 12' MIN. � PER TABLE
INTO SPATZE 2 3 'Z' BARS III I I \��� FIXTURE SEE TABLE EMBED. N0. 1 & (2) #3 BARS -
*NOTE: `o III- I H I I O # . N0. 11. DTL 12. -1 .
PROVIDE (2) ANTI -VORTEX DRAINS. ONE LOCATED IN OR POOL #3 BARS 1 I� a -1 - 3" -
SPA FLOOR & ONE LOCATED ON SIDE OF SPA SEAT 3" 0 12"O.C. 'I� I I- `-4 #8 COPPER LENS
ABOVE SPA FLOOR, PER CALIFORNIA HEALTH &SAFETY it I EA. WAY. -III�I SECTION AT SKIMMER GROUND WARE r t HORIZONTAL
ROCK NOTE:
CODE. SEE ELECTRICAL AND PLUMBING NOTE 8. I I �' STEEL #3 BEND BOND BEAM HORIZONTAL BARS MAY
INDICATES 44' MIN. TRANSITION WALL BARS 0 VERT. STEEL ^� VENEER.
L / ® BE OVER OR UNDER VERTICAL BARS.
24" N.E.C. OR C. C. TO FLOOR STEEL AND THICKNESS. t 12' O.C. 45' OR 90'. "LE
SPA DETAILS - SPA DETAILS MAY BE USED POOL MIN. APPROVED CONDUIT. - BOND BEAM --- L E
OUT POOLS. LAP (2) #3 RECESSED TOTAL HEIGHT 11: NORMAL POOL DEPTH (D) + HEIGHT OF RAISED BOND BEAM. PER TABLE F PLASTER ROCK OR Q` J. COQ
FOR SPAS WITH 5°
° BARS EACH MIN. LIGHT.
CITY OF 4'-0' MIN. IMPERVIOUS DECK - -7- �- WAY AROUND
NICHE 3° CUR.
LOS ANGELES APPROVED SEALANT �'
6" MIN. _ -
DEEP REQUIRED SLOPE 1/8°-1/4° PER FOOT \ 1/2' MIN DEPTH - II
NOTE: DRAIN N Q: I IE� I1=1 ° NOTES'
3 1/2_3 EXPANSION JOINTS 1 11 0 (3) #3 BARS. 1. INSTALL NO. 8 COPPER GROUND MARE FROM LIGHT NICHE
wfit-I REQUIRED IN DECK I, d TO BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC
z X („ �� 0 10'-0" O.C. & :I I I I I CONDUIT CAN BE USED YMTH INSULATED N0. 8 COPPER
C4 LL' J �_ _ SATURATION "- 0 CORNERS. 1=1 ° 1= MARE INTERIOR W/ APPROVED POTTING COMPOUND
a o N RECOMMENDED PRIOR REMAINDER OF JOINT I I� Tfl 3" Com• - j M 5' MIN. PER THE N.E.C. OR C.E.C.
TO POURING DECK. I-II TYPICAL ICAL
IN STYROFOAM OR OTHER I III -i I b 1= 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH
EXP. MATERIAL II -111 1 PLAN AT SKIMMER APPLICABLE UJIDERWRIiERS' LABORATORIES REQUIREMENTS
F
FOOTING RECOMMENDED "� I
FOR EXPANSIVE SOILS. CONCRETE SHALL NOT TOUCH FOR LIGHTING FIXTURES U.L STANDARD 676.
VENTURA COUNTY J, 6 L COPING OR BOND BEAM.
TOTAL HEIGHT - H
2'
3'
4'
5' 1
6'
7' 1
8' 1
9' 1
10'
11'
NON -EXPANSIVE
SOIL
t
51�
6"
6"
6"
61�
8'
9'�
11"
12"
12"
E.F.P. =
30 P.C.F.
VERTICAL
STEEL
#3
@12"
#3
012"012
#3
#3
O6"
#3
o6"
#3
Os"
#3
06"
#3
06"
#3
os"
#3
06"
EXPANSIVESIL
t
51,�
6"
6"
7"
8"
9"
10"
01
111
1
E.F.P. =
45 P.C.F.
VERTICAL
STEEL
#3
o12"
#3
012"
#3
206"
#3
#3
04"
#3
04"
#3
03'
#3
03"
#3
03
#3
03"
HIGHLY NO ANSI
DECK
t
5%-
6"
6"
7"
8"
9"
01
11"
12"
21
E.F.P. =
62.4 P.C.F.
VERTICAL
STEEL
#3
012"
#3
012"
#3
06'
#3
06'
#3
04
#3
03
#3
03"
#4
04"
#4
03"
#4
03"
No. 1. BRICK NOTCH F
ALLOW 20001b. MAX LIVE &DEAD LUU,N .58878
OPTIONAL WOOD POST FOR
ATTACHED PATIO STRUCTURE
OR
- LEVEL TOP OF BOND��!"
ROCK ON BOND BEAM. �► I I BEAM WITH GROUT &4F�
GALV. SIMPSON POST BASE. PLACE VIS FELT OR CA
BOND PER ELECTRICAL . I I��\ 4 MIL VISFELT
ON
& PLUMBING NOTE 2. W\ y� TOP OF BOND BEAM.
MASTIC PLAN VAUD ONLY WITH WET
-II u CANTILEVER STAMP & ENGINEER'S SIGNATURE
3 1/2° MIN. _I I ° NILE CONCRETE IN RED INK ON PLAN.
CONCRETE DECKING. AUTHORIZED SIGNATURES:
-
15" DEEP REQ.
EXPANSIVE SOIL DETAILS I IN EXPANSIVE SOILS REQMTS ARE NOT MET USE MIN DET. #2.KIIN NOS SECT MIN MCK SMS RE(1A1T5
8
SKIMMER DETAIL
9
SECTION AT LIGHT
10 RAISED BOND BEAM
11
BOND BEAM DETAILS
12
RONALD L. LACHER, P.E.
AARON J. COWEN P.E.
TODD L. LACHER,� P.E.
p Ron Lacher, R.C.E.
OOI
STANDARD PLAN APPROVALS: SAN BERNARDINO: #04-00042-225A-01 KERN COUNTY- #213
STAB! Dq�D Pp®L
N. Tustin Ave.
i$
CITY OF LOS ANGELES: #268 ORANGE COUNTY- #SP -97-001 CITY OF FRESNO: P-00-01 REQ'S SUPPLEMENTAL NOTES
engineering 9 9 Anaheim, California 92807
Ana
CITY OF ONTARIO: APPROVED FOR 97 UBC RIVERSIDE COUNTY- #342375 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES
SAN DIEGO: MP #92 LOS ANGELES COUNTY- #26077 CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE
STRU CTU L PLAN
Inc. Fax_ (714) 630-6114
SIMI VALLEY- SP1 REQ'S SIMI VALLEY NOTES ATTACHMENT VENTURA COUNTY: #6-99 REQUIRES ATTACHMENT OF VENTURA COUNTY BARRIER REQUIREMENTS
Phone: (714) 630-6100
SANTA CLARITA: #306 REQ'S SUPPLEMENTAL NOTES CITY OF BEVERLY HILLS: #13 CONSTRUCTION TO BE PER 2001 C.B.0 AND BEVERLY HILLS MUNICIPAL CODE ARTICLE 6
STANDARD POOL STRUCTURAL PLAN
7_315.\/ { RFYl�,l�Dla\/E.C?f�'F/�f�IO,C(�.,9a"761''-'(903
)'g�-7-6474