13-1648 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA; CALIFORNIA 92253
Application Number:
13-00001648
Property Address:
55101 MONROE
APN:
767 -580 -015 -
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY
Application valuation:
1500
Applicant:
T4t,f 4 4 a"
ST
-000000-
RESIDENTIAL
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 Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Cla s: B Lice e t o.: 980734
Date: Contractor.
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that 1 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).:
(_ 1 1, 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.).
(_ 1 1, 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.).
( 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:
R P M VENTURES
55-075 MONROE STREET
LA QUINTA, CA 92253
(760)578-3491
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 12/19/13
Contractor: p
R P M VENTURES INC D
55075 MONROE STREET 'Z
LA QUINTA, CA 92253
(760) 578-3491®UII�TA
Lic. No.: 980734 CITYO.LAl3EPT-
FIPtANCE
-----------------------------------------------
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 004PT Policy Number EXEMPT
rtify that, in the performance of the work for which this permit is issued, I shall 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, 1 shall forthwith comply with those provisions. -
Date: W i3Applicant:
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 Director of Building and Safety 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.
1 certify that I have read this application and state that the above information i r,ect. I agree to comply with all
city and county ordinances and state laws relating to building construction, d he eby authorize representatives
of this
�ycoou ty t nter upon the above-mentioned property for inspe . n o
0*10 600
Date: " It'Signature (Applicant or Agen
Application Number . . . . . 13-00001648
Permit . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . 90.09 Plan Check Fee
.00
Issue Date . . . . Valuation
1500
Expiration Date 6/17/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
3.00 14.3000 EA MISC WALL, ADDL 50 LF
42.90
----------------------------------------------------------------------------
Special Notes and Comments
202LF OF 6' GARDEN WALL AT NORTH AND
EAST PROPERTY LINES, 3 PILASTERS [ORCO
SPECIFICATIONS] PRECISION CONCRETE BLOCK
SHALL BE COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE FROM
OUTSIDE THE PROPERTY. 2010 CALIFORNIA
BUILDING CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, WALLS
60.06
Fee summary Charged Paid Credited
----------------------------------------
Due
-----------------
Permit Fee Total 90.09 .00 .00
90.09
Plan Check Total 00 .00 .00
.00
Other Fee Total 61.06 .00 .00
61.06
Grand Total 151.15 .00 .00
151.15
LQPERMIT
Bin # City of La Quinta
Building &r Safety Division
Permit # P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Project Address: Owner's Name: 9*A.- M�
A. P. Number: Address:
Legal Description: City, ST, Zip:
Contractor: f.
Telephone:
Project DescriptioR,*— g
fo
Cow
Address: �T�1 s � s
City, ST, Zip: 4'Zi eas.l...
Telephone: "Aso Sit -3,4%#
State Lic. # :
City Lic. #.
Arch., Engr., Designer:
Construction Type:Occupancy:
Project a circle one): New Add'n Alter Repair De
J type � ) p mo
Sq. Ft.:#StoriesIV I # ts:
Estimated Value of Project:
RFI nW Tuic i nUC '
Address:
City., ST, Zip:
Telephone
:vl:?
v<'Sv;Y;:.•:i:<iy':iJ:tiy::;i:;: �;F�i';Fii:;:v:�
...........................
State Lic. #:
Name of Contact Person:
Telephone # of Contact Person: •4;*A4Vk
APPLICANT. nn NOT WRITE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
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
Grading
IN HOUSE:
3" Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person,
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
N
CITY OF LA QUINTA SUB -CONTRACTOR IST
JOB ADDRESS -5-5-lot- PERMIT NUMBEOWNER � �� � LU -1 BUILDER 9"yai (AXES
This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work
on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work an_d/or the voidance
of.building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response.
Trade / Classrficapon Contractor :`State`.::Contractor's. License . Workos:,Com ensation jnsurance City Business License <.
Company Name. Classification License Number Exp. Date Carrier Name Policy Number Exp. Date License Number Exp. Date
(e.g. A, B, C-8) (xxxxxx) (xxlxx/xx) (e.g. State Fund, CalComp) (Format Varies) (xx/xx/xx) (xxxx) (xx/xx/xx)
EARTHWORK (C-12)
CONCRETE (C-8).:
FRAMING
STRUCT. STEEL (6-51)
MASONRY (C-29)(L{Q
PLUMBING (C-36)
LATH; PLASTER (C-35) _
r
. t
DRYWALL (C-9)
HVAC (C-20)
ELECTRICAL (C-10)'
ROOFING
SHEET METAL (C=43) r
FLOORING (C--15)..
GLAZING (C-17)
INSULATION `(C-2)
SEWAGE DISP (C-42) .'..
PAINTING (C-33)
CERAMIC TILE (C-54)
CABINETS (C-6)
FENCING (C-13)
=27)
LANDSCAPING (C
NI
O O
--------------- PLAN 4 ` . ......:. A
Ch
15
2 3, 0 79 S. F.
11,1
P.E.=467.5
' P. E.
5.0
5• 10.0'
PLAN 1
' 6
102.92'
-------- ----------
C i� OF L 0 E NT-�it �
BUILDING & SAFUY DEPT.
/APPROVED
DATE--
ORCO STANDARD 6' TO 8' CMU SITE WALLS
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS,
1
ORCO WIDE CELL SLUMP
DAT
�O ? gyp F E S S/ O�C .,�.,.
c
'm
~ C31925
* EXO.12-31-2014 *.
sT4l C / v
Fo ;
OF CALF
�0
=- OPTIONAL FLAT CAP
DESIGN OUTERIA: PER THE 2010 C8C
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
.3. GROUT STRENGTH - 2000 PSI 0 28 DAYS.
4. REINFORCING STEEL : GRADE 60.
5.1500 PSI MASONR Y COMPRESSION STRENGTH - NO SPILL
INSPECTION
6816, 6616, OR 6618 ObU
GROUTED ONLY @ VERT
STEEL
NOTES.'
I. CONLRETEBLOCKSHALL CONFORM TOASTM C 90. WEDGELOCK
BLOCK,, SLUMPBLOOCANDSPLITFACL SDaAREACCEPTABLE.
'Y' DROP-IN BAR
1• CONCRETE IOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1)2 PARTS GRAVEL WITH MAXIMUM OF 1-112
GALLONS OF WATER PER S4OC P10RTLWD CEMENT SHALL CONFORM
06 STD JOINT
TO ASTM C 150 TfPEWK FC = 2500 PSI
"`+++++
REINFORCEMENT @ 24" O/C
1 REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
2
(3 PLACES - 4 PLACES FOR 7
ASTMA 61S GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
& 8' WALLS). USE #5 STD.
FOR SLUMP BLOCK
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICHITISLOCATED.
LAJ
J5.
NOTE. PROVIDE 04 DOWEL &
CONCRETE BLOCK SHALL BELAYEDINA RUNNING BOND
l4 DROP IN BAR ATE4af
PATTERN WnN VERTICAL commUITYOF THE MIS UNO.
Q
SIDE OF CONTROL JOINTS,
ENDS OF WALLS AND @ WALL
HEIGHT CHANGES
& ALL BLOOCCEIIS CONTAINING VER7ICAL REBAR SHALL BESOLTD
GROUTED.
00
p
F`
7. USE TYPES MORTAR PROPORTIONED USINGASTM C270 PART
CEMENT TIO 1/1 PART LIME 70 4-1/2 PARTS DAMP, LOOSESAND.
c
b8.
GROUT FOR CONCRETE BLOCK PER ASTM C476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
T DOWEL @ CENTER OF
PFA GRAVEL IF WEATHER CONDMONSARE FAVORABLEAND BLOCK
cmU
UNOBSTRUCTED CELL SIZEISBUFFIC7ENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUTSEGREGGIONOFTHE CONSIWEN S
9. BLOCKSTEM MAYBE WET-SETI-112-INTO THEF007ING WHILE
R.
LEVEL GRADE BOTH SIDES
7HECONCRETE 15pLAS77C.BLOCK STEMMAYBEPLACED 7-0
a
07HER EDGE OF THE TRENCH TYPE FOOTING.
_
10. Fi007TNG MUST BE POURED ON OR lArro UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPAC7I0NOF90%.
#4 HORZ CONT:
11. FIRST INSPECTION TO BEAFTER Fi007ZVG TRENCHESARE
ti
READYFOR CONWTFAND ALL REQUIRED STEEL IS TIED INPLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL 15 IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING. 40'01r- 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS,
1
ORCO WIDE CELL SLUMP
DAT
�O ? gyp F E S S/ O�C .,�.,.
c
'm
~ C31925
* EXO.12-31-2014 *.
sT4l C / v
Fo ;
OF CALF
�0
CHART FOR 6' TO 8' SITE WALL WI SPREAD FOOTING
WIND
MAX.
#W,
DESIGN
WALL
SPREAD
C31925
SPEED
FOOTING
X DOWEL
'Y' BAR
HEIGHT
WIDTH
#4 @ 48" 0/C 33"
#4 @ 48" 0/C
V V
6'-0"
f�
,1'`.9
48' 0/C FOR 6'-�
48' 0/C FOR 6'
w
SLUMP BLOCK. 8" _ 8"
SLUMP BLOCK..
#4 @ 48" 0/C 3 "
#4 @ 48" 0/C
W1
Q
6'-8"
�'-I�P
40. 0/C FOR 6'
40' 0/C FOR 6'
0
SLUMP BLOCK. I, o" __.L
SLUMP BLOCK..
Lu
a-
= N
#4 @ 40" 0/C'-331'
#4 @ 40" 0/C
/Z
7''-4"
2'.-I"
32' O/C FOR 6'L
32' 0/C FOR 6'
N
SLUMP BLOCK. IO" 10'
SLUMP BLOCK.
Lo,.,..
...
#4 @ 32" O/C
#4 @ 32" 0/C
81 -OP
2k-4;'
24' O/C FOR 6'
--�33"
24' 0/C FOR 6'
SLUMP BLOCK. I2" 12"
SLUMP BLOCK..
NU/t: /Vl(ld- LUNG MMM USE 9"INCREMENT REBAR SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCKSPACINGG, FOR EXAMPLE. -
46" OICSPAQNG FOR 16" LONG BLOCKREVERTS TO 45" 0/C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK- ETC.
R
ENRN WALLS WHERE
A4ATN SWALE OGL'VRE5,eLOOC
MAYIEFTOU(�SWALEGRAOE PROVIDE
04 DOWEL AND 04 DROP-IN 01R ON EADI
9DEOFTHE.W EIOCKORATN-AS
.SHOWN.
CITY OF L4 QUINTA
mara,om,
M wwcwram cwmw
Nh= mYf.O @•ACA:WI .
mwmcJrrmrwAwmww y
ae Amsoa
s °
N ICNL RWf.�4Afra&A ff4w '
M10CfACflaGR/i10M
N4NgtA14�l
FOOTING STEP DETAIL
�Q�a�iE yOH�
m,
a. ~
M.
N M.
C31925
Exp, 12-31-2014*
4l C i V
OF c I-
6'-8" to 8'--8" HIGH ORCO 16" SQ. PILASTER
FOR 85 MPH EXPOSURE C WIND
— NOTES:
DESIGN CRITERIA: PER THE 2010 CSC
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C.90 ORCO STD.
1. ALLOWABLE SOIL BEARING PRESSURE -1500 PSF PRECISION, SPLIT FAC1 SLUMPED, OR WEDGELOCKBLOCK MAYBE
2 ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF USED
3. GROUT STRENGTH - 2000 PSI @ 28 DAYS.
4. REINFORCING STEEL : GRADE 60. 1. CONCRETE FOR FOOTING SHALL BE I PART CEMENT TO 2 -.(FI
S. SOSMIC- 70% ONESEC. ACMERA770N. PARTS S4ND TO 3-W PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
6. 1500 PSI MASONRYCOMMS117ON snwvGTH. GALLONS OF WATER PER SACK PORTLAND CEMENT SHALL CONFORM
_. TO ASTM C 150 TYPE V. ft = 2500 PSI
3. REINFORCING SIM SHALL BE DEFORMED AND CONFORM To
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
OP77ONAL CAP 4. RESAR SHALL BE CENTERED IN THE CONCRETE sLOCK CELL IN
WIPICH IT IS LOCATED.
5. G0NCRE7E BLOC KSHALL BELAYED INA RUNNING BOND
PA77BM WITH VERTICAL CONTINUIT)'OF
S
16616'0
q 16616 PILASTER
THE L79/ UNO.
CMU -
SEE DIA
" CROUJEal
, AM &OW..
6. ALL BLOCK CHL CONTAINING VERTICAL REBAR SHALL BE SCUD
GROUTED
(2) Pf 4 VER
"DROP-IN BARS
7. USE ORP TYPL S MORTAR PROPOR7IONLD LWNGAS1M C270. 1
PART CEMENT 701/2 PART LIME 70 4-412 PARTS DAMP, LOOSE
SAND.
>C
Q
S. GROUT FOR CONCREIEBLOCX PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAYCONTAIN 2 PAR753/8"
PEA GRAVF2 IF WEATHER OONDITIONSARE FAVORABLEAND BLOCK
UNOBSTRUCTED CHL SDELSSUPPIQEVT TO ALLOW GOOD GROUT
Ca
FLO99. WATER SHALL BEADDED TO PRODUCE GOOD GROUT ROW
W177IOUT SEGREGA770N OF THE CONSIT DENTS
9 BLOCKSTEM MAYBE WET -SET l -1/2' INTO 7HE F0077NG WHILE
^
THE CONCRETE IS PLASTIC. BLOCK STEM MAYBE PLACED TO
<1
ETTHER EDGE OF THE TRENal TYPE RAOTING.
�32" GYR: 10. FOOTING MUST SE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL W7NA MINIMUM
COMPACTION OF 90%.
11. FIRST INSPE{TION TO BEAFTER FOOTING TRENCHES ARE
READY FOR CONCRETE AND ALL REQUIRED STEEL IS TTLD IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VER77CAL IS IN
(2) g4 OD
S W/'24" Idl .:
PLACEANO THEBLOCK WALL IS RE40YTO GROUT,
EXTENSION
NTD, iMu. (
��
11. PROVIDE EKPANSIOWCON7ROLJOINT ONEACHSIDEOF
PILAS7ER WHERE INTERSECTING BLOCK WALLS OCCUR.
EQUAL
EOC14
'16816 PILASTER
a
A
LLC
WIDTH 'W
CITY OF LA QUINTA
BUILDING & SAFE T Y DEPT..
►ffiftpv1D ,.
FOR CONSTRUCTION i
am
dW HORZ `W — 6" LONG
®12" O/C EACH WAY
SO, FOOTING WIDTH 'W'
6'-B" 7'-4" 8'-8"
2'-0"
"2'-3" 2'-9"
A y"TICAL.' - AS
� 11'-,il �Of4
rr�rf crV %
OF r►L1F