BPOL2018-021478-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
c&'�v 4 4� Qu,��
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
POOL/PRIVATE
BPOL2018-0214
52290 AVENIDA VALLEJO
773263002
FLORES / POOL, SPA ,90LF OF BLOCK WALL
Applicant:
JAVIER ARTURO PEREZ RAYGADA D
73-700 HIGWAY 111 STE 9
PALM DESERT, CA 92260 11,13 2118 DD
CITY OF LA QUINTA
DESIGN & DEVELOPMENT DEPARTMENT
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 Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C53 License No.: 940021
❑atc- � Contractor.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(_) 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 Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
() I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (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.).
(_) 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:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 12/3/2018
Owner:
NEL HART
P 0 BOX 1413
HOLLISTER, CA 0
Contractor:
JAVIER ARTURO PEREZ RAYGADA
73-700 HIGWAY 111 STE 9
PALM DESERT, CA 92260
(760)610-3435
Llc. No.: 940021
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 performance
of the work for which this permit is issued.
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 insurance carrier and policy number are:
Carrier: EXEMPT policy Number:
certify that in the performance of the work for which this permit Is issued, I
sha!I not employ any person In any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Da:cr: LL' ?.-/ Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I 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 this city to enter upon the
above -mentioned property for inspection purposes.
Date: �� Signature (Applicant orAgent} rr
Date: 12/3/2018
Application Number: BPOL2018-0214
Property Address: 52290 AVENIDA VALLEJO
APN: 773263002
Application Description: FLORES / POOL, SPA ,90LF OF BLOCK WALL
Property Zoning:
Application Valuation:
Applicant:
JAVIER ARTURO PEREZ RAYGADA
73-700 HIGWAY 111 STE 9
PALM DESERT, CA 92260
Owner:
NEL HART
P 0 BOX 1413
HOLLISTER, CA 0
Contractor:
JAVIER ARTURO PEREZ RAYGADA
73-700 HIGWAY 111 STE 9
PALM DESERT, CA 92260
(760)610-3435
Llc. No.: 940021
Detail: POOL, SPA, AND 90LF BLOCK WALL AT FRONTYARD [DENISE POELTLER ENGINEERING] 90LF OF 6" BLOCK WALL [CITY SPECS] THIS PERMIT DOES NOT
INCLUDE EQUIPMENT ENCLOSURE. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2016 CALIFORNIA BUILDING CODE.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$53.37
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$66.71
Total Paid for BLOCK WALL: $120.08
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SWIMMING POOL/SPA
101-0000-42404
0
$200.12
DESCRIPTION
ACCOUNT
CITY
AMOUNT
SWIMMING POOL/SPA PC
101-0000-42600
0
$108.87
Total Paid for POOL / SPA: $308.99
DESCRIPTION ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE 101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
4V Qaiitrcu
nfd,, DUSERTT—
PERMIT #GE\i
PLAN LOCATION:
Project Address: S 2 -2,60 J�vEi&4 p4- 1/oLli -
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN #:
7'OZ� t t S-? 4 t J3LoC,r w C_
Applicant Name: eqf wc �� f
Address: SZ Z%p
City, ST,,Zip: (4
Telephone: 76 O - (o
Email:
Valuation of Project S zO U
Contractor Name: .. 4 L-,>ce a _ P6k& Z
New SFD Construction:
Address: �9 -?OD �-I" 4 / l/ , Siar `)
Conditioned Space SF
City, St, Zip Z.14(h O C.1:R,' c/j- 61' 2-U C%
Garage SF
Telephone: LID
Patio/Porch SF
Email: &U4- C,-q-130i40&t 6 /-107"74JL• lb i
Fire Sprinklers SF
State Lic: 91/00Z J City Bus Lic:
Arch/Eng Name: P&i(i/X&-
Construction Type: Occupancy:
Address:
Grading:
City, St, Zip
Bedrooms: Stories: # Units:
Telephone: - .16 - Z - 41VA
Email:
State Lic: 3 3 L/ City Bus Lic:
Property Owner's Name: OSC41Z 2Ff
New Commercial / Tenant Improvements:
Total Building SF
Address: 4 Z-Li J 4v&V)0.} 11A F-!
City, ST, Zip &A- (Q.tJ� , C+ SZ2 P j
Construction Type: Occupancy:
Telephone: 460 / - C,6 -4'
Email :
78495 CALLE TAMPICO
LA QU I NTA, CA 92253
760-777-7000
OFFICE USE ONLY
#
Submittal
Req'd
Rec'd
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
7p---Pn(, Do� a - n�.
FOO
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF) = 30
PASSIVE SOIL BEARING (PSF)
= 1 50
COEFFICIENT OF FRICTION
= 0.25
ALLOWABLE SOIL BEARING (PSF)
=1 500
WIND = 80 MPH. EXPOSURE C
SEISMIC:
NA= 1.3. NV=1 .6. Z=0.4, SOIL PROFILE=So
WESTERN FZIVERSiOE COUNTY CODE UNIFORMITY PROGRAM
4
FREESTANDING BLOCK WALL
P(IONE•' (760) 777-7125 78-195 CALLS TAMPIC:O
1.A 01)1[iTA. EnI. F0NNIA 92253
-7 PAX (760) 77701 1 1Wj)/eOla COSf1�4uX]7Y 1JEv1 Uirkil7icI oka 1. rtic;: e or 2
FOOTING OPTION "A"
i
„H„
HEIGHT FROMTOP
OF FOOTING
I
12" 101,
i
RE.VERST.E --
DIRECTION OF
KOOK ON EVERY
OTHER REETAR
FOOTING OPTION "B"
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
6" OR 8" BLOCK
#4 HORIZONTAL AT 32" MAX. O.C.
(USE BOND BEAM BLOCK)
SEETABLE "A"
-- FOR REBAR SIZE
AND SPACING
IL CCAIL f7f-DAq iN C-NI r..R pr CI'f.l
�/ �11li�tlll
„W o. --
(FOOTING WIDTH)
SEE TABLE "A"
TABLE "A"
H
W..
VERTICAL
REINFORCEMENT
3'
17"
#4 @ 48" O_C.
4`
20"
#4 @ 48" O.C.
57
23"
#4 @ 46" O.C.
6`
1 29"
#4 @ 24:" O,C.
NOTES:
SEETABLE "B"
FOR REBAR SIZE —
AND SPACING
(LOCNfE. RH!A7l IN C:!_NN fc Vi' C.t::- 1
FINISH GRADE
0 #4 REBAR
III �QNTSNUgUS
(2) - #4 REBAR
CONTINUOUS
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
�f
UOTJ ^
O' 11N
FOOTING
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOT A RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED,
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL
IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED.
5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM.
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITSTO BE ASTM C-90 GRADE N_
8) REBAR TO BE CENTERED IN MASONRY CELLS.
rYY�sTERH RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
FREESTANDING BLOCK WALL
{FOOTING WiDTH7
SEE TABLE "B"
H'
HEIGHT FROM TOP
OF FOOTING
1
I
TABLE.
" W'
�•H
"W,.
VERTICAL
REINFORCEMENT
3'
1 9"
#4 @ 48" O.C.
41
22"
#4 @ 48" O.C.
5'
29"
#4 @ 48" O.C.
6'
34"
#4, @ 24" O.C.
SEE PAGE 2 FOR ADDITIONAL INFORMATION'
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT THE USERS RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
CHECK WITH -THE BUILDING DEPARTMENT TO
VERIFY IF A BUILDING PERMIT IS REQUIRED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) FOOTING; EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/PRE-GROUT: BOND BEAM REBAR AND
VERTICAL REBAR IN PLACE- INSPECTION PRIOR TO
PLACING GROUT.
3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
PHONE (760I 777-712;f 78_,j,)S C:ALLL TAW -WO
1A g111N'I'A, CAldl ORNIA 92253
FAX (760) 777-701 1 to/)12U 14 CUMM LINYIY 1)1?VELOI'6I1:[rf DBPP. VALE; t 01?2
sc.
IQ
.-
52-290 Avenida • Vallejo. r Quints
6i 610-7067
Nov 2 S 2018
Cny OF LA QUINTA
OOMMUNIiY DEVELOPMENT
ai
0
0
c
Contractor: Javier A. Perez
License : 940021
Plans by: Giorgio Bresani
Address: 73-700 Highway111, Suite 9
Palm Desert, CA 92260
Phone: (760) 610-3435
Email: bluedreambuilder@hotmail.com
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AL 52-290
Avenida Vallejo
jI Inuc core of F,u"e Strengmc ...... ve reres,ev.
Inspection Note Per Section 1705.3 and Table 1705.3 of the 2016 CBC
Am IN7
A
Pneumatically Placed Shotcrete requires Special Inspection for Construction,
Safety Features - New pools or spas 1h1I be equipped with at
least two of the following drowning prevefttion Safety features
Test Reports will be required from an approved agency detailing the following:
(H&S §115922 - SB No. 442)
1909.10 Strength tests. Strength tests for Shotcrete shall be made by an approved
agency on specimens that are representative of the work and which have been
Enclosure that isolates iryvpo0l a pa from O'Nelling.
water soaked for at least 24 hours prior to testing.
Removable mesh fenci,lrg, a gat. that is elf arching and
1908 10 1 Sampling. Specimens shall be taken from the in -place work or from test
closing and can accommodate a k lockable device.
panels, and shall be taken at least once each shift, but not less than one for each.
1. ff
Safety Pool Cover.
50 cubic yards of shotcrete.
190810 2 Panel criteria. When the maximum -size aggregate is larger than 318 inch,
i Exit alarms on doors that provide dyed access to pool or spa.
the test panels shall have minimum dimensions of 18 inches by 18 inches. When
A self -closing, self -latching device placed on doom providing
PQOI Equipment
the maximum -size aggregate is 318 in or smaller, the test panels shall have
direct access t0 pool ors a.
minimum dimensions of 12 inches by 12 inches.
three cubes
An alarm that when places in a p of or spa, will sound upon i
VS Pump
1908103Acceptancecriteria The average Compressive strength of
defection. (Surface Motion, PreSSU sonar, Laser)
taken from the in -place work or a single test panel shall equal or exceed P� with no
Filter
individual cube less than 0,88 P., To check accuracy, locations represented by
P/L - Proposed blackwa!I 5' tall
Proposed •d ell d
Heater 250k BTU
New Pool 20' x 11'
Area: 220 sf. I Perimeter. 62 If I Elevation: Zero I Depth: 3'to 5'
New Spa 6' x 6'
Area: 36 sf. I Perimeter. 24 If. I Depth: 3'6" 1 Elevation: Zero I
Gas line 2" to supply 250k BTU's pool heater
430 A of concrete natural color broom finished
Build 90 If. of block wall (5'tali) to enclose pool in front yard (by city standard)
EOUIPMENT
One (1) Variable Speed Pump for jets & circulation
One (1) Cartridge Filter 325 sf.
One (1) Heater Natural Gas (250k BTU)
One (2) white halogen lights for pool & spa
Filtration Pump water flow: 85 gpm @ 3,000 rpm
All equipment shall be installed per manufacturer's
recommendations and in accordance with local
regulations.
All equipment shall be seismically anchored.
All equipmentto be installed comply with the
requirements of the California Energy Efficiency
Standards, Section 5.2.9. Pool and Spa Equipment,
§114.
PLUMBING
S-40 PVC water pipes of 2" diameterfor pool
suction & returns.
S-40 PVC water pipes 2-112" diameterfor spa
suction, 2" for returns and 1-112" forjets
90 If. from pump to suction (skimmer)
6 jets in spa
92' of poly -gas pipe of t" diameterto supply 250k
BTU heater
14AWG tracerwire around at underground gas pipe.
New skimmer, suction and return lines, as well as
dedicated suction for pool sweeper and auto fill unit.
Pool & spa heating equipmentwill be installed
with at least 36" of pipe between filter and heater,
or dedicated suction and return lines, or built-up
connections forfuture solar heating. (CEC §114(b)1)
ELECTRICAL
• 25' If. AWG 8 from panel to equipment site.
• Solid copper wiring #8
• None outdoor surrounding or landscaping lightning.
• Two pole 30 amp. GFCI breaker to be added on
main panel exclusively for pool equipment.
All outlets supplied by single-phase,15A and 20A,
125V or 240V branch circuits for swimming pool
pump motors are required to have GFCI protection.
it should be noted that 680.22(B) applies to
these outlets regardless of their proximityto the
swimming pool and that it applies to card -and -
plug connected and direct connected (hard -wired)
swimming pools pump motors (California Electrical
Code §680.220)
MASONRY
Layout and pour 430 sf. of natural concrete (gray)
broom finished
White Plaster to cover pool's floor & walls
Porcelain or glass tile to be installed in the
waterline.
Concrete cantilevered edge around pool and spa
Build 901f. of a blockwall 5'tall by city standards to
enclose swimming pool and spa in frontyard.
EOUIPOTENTIAL BONDING
Structural reinforcing steel in concrete shell,
equipment, electrical parts, and any metallic
components will be bonded to the existing
equipotential bonding grid with a solid copper
conductor not smaller than 8 AWG with listed
pressure connectors, terminal bars, exothermic
welding, or other listed approved means.
Perimeter surfaces. We will use equipotential
bonding conductor meeting all of the following
requirements: (1) 8 AWG bare solid copper bonding
conductor connected to the pool reinforcing steel.
(2) The bonding conductor will follow the contour
of the perimeter surface. (3) Bonding conductor will
be 18 to 24 in. from the inside walls of the pool. (4)
Bonding conductorwill be secured within or under
the perimeter surface 4 to 6 in. below the subgrade.
SAFETY
• Split pool and spa main drains T feet away from
each other and hydraullically balanced with anti-
entrapment/vortex main drain covers (approved by
ASTM/ASME) in compliance with VGB Safety Act.
• Enclosure with self closing & latching doors and
exit alarms on doors to backyard to be provided.
1. This job will conform to the current codes:
2016 CALIFORNIA BUILDING CODE,
2016 CALIFORNIA RESIDENTIAL CODE,
2016 CALIFORNIA MECHANICAL CODE,
2016 CALIFORNIA PLUMBING CODE,
2016 CALIFORNIA ELECTRICAL CODE,
2016 CALIFORNIA ENERGY CODE
2. Government Code Section 4216.2. (a) (1) Except in
an emergency, any person planning to conduct
any excavation shall contact the appropiate
regional notification center, at least two working
days, but not more than 14 calendar days, prior
to commencing that excavation, if the excavation
will be conducted in an area that is known, or
reasonably should be known, to contain subsurfcae
installations otherthan the underground facilities
owned or operated by the excavator and, if
practical, the excavator shall delineate with white
paint or other suitable markings the area to be
excavated.
3. Construction days and hours will comply with City
regulations.
un