14-0315 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description:
Property Zoning.
Application valuation:
Applicant:.
14-00000315
51595 AVENIDA HERRERA
773-132-016-4 -000000-
WALL/FENCE
COVE RESIDENTIAL
5000
c&ty/ 4I �j �
^' 1 . VOICE (760) 777-7012
FAX (760) 777-7011
BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
.Architect o�\w r Engineer:/
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 Class: B cense No.: 845115
Date:/ contractor: r
/ WNER-BUILDER DECLARATION
I hereby affirm under penalty of perjury th 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 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.).
(_ 1 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_ ) I am exempt under Sec. , BAP.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
Date: 3/25/14
Owner:
STEWARD AND ROZ REEVES
51595 AVENIDA HERRERA
LA QUINTA, CA 92253
Contractor:
HEY DUDE CONSTRUCTION
P.O. BOX 1018
THOUSAND PALMS, CA 92276
(760)343-5272
Lic. No.: 845115
'- -=-------------------------------------------
WORKER'S COMPENSATION DECLARATION
J.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.
tave and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
C� Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier STATE FUND Policy Number 90508057
I certify 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
�310 of the Labor Code, 1 shall forthwith comply with those provisions.
Da `4Applicantj�
WARNING: FAILURE TO SECUR ORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 1$100,0001. 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.
I certify that I have read this application and state that the above information is correct. 1 agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county to enter upon the above-mentioned property for inspe purposes.
Date,: ignature (Applicant or Agent):
r
Application Number . . . . . 14-00000315
Permit . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . 47.19 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 5000
Expiration Date . . 9/21/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
----------------------------------------------------------------------------
Special Notes and Comments
79LF OF 5' AND 6' GARDEN WALL WITH
(6)12" PILASTERS AT NORTH, SOUTH, AND
WEST PL (PER ATTACHED PLAN) [ORCO
- SPECIFICATIONS) PRECISION CONCRETE BLOCK
SHALL BE COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE,VISIBLE FROM
OUTSIDE THE PROPERTY. 2013 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 47.19 .00 .00
47.19
Plan Check Total .00 .00 .00
.00
Other Fee Total 61.06 .0.0 .00
61.06
Grand Total 108.25 .00 .00
108.25
L
LQPE"11T
515 `i5uven�do. Nerre�a
f-
-CC1
- - Qq,
CITY OF LA QUIN A
BUILDING & SAFETY DEPT.
APPROVE®
DATE
6 8" to 8'-8" HIGH ORCO 16" SQ. PILASTER
FOR 85 MPH EXPOSURE C WIND
Nom.,
DESIGN CRITERIA: PER THE 2010 CC
1. CONCRETE BLOCK SHALL. CONFORM TO ASTM C 90. ORCO STD.
1. ALLOWABLE SOIL BEARING PRESSURE -1500 PSF PRECISION, SPLIT FAC7y SLUMPED OR WEDGELOCX BLOCK MAYBE
1. ALLOWABLE LATERAL PASSIVE PRESSURE -150 PCF USED
3. GROUT STRENGTH r 1000 PSI @ 18 DAYS
4. REINFORONG STEEL : GRADE 60. Z CONCRETE FOR FOOTING SHALL BE I PART CEMENT TO 2-112
5. SEISMIC -7096 ONE SEC: ACCIELERATION. PARTS SAND 70 3-112 PARTS GRAVEL WITH A MAXIMUM OF I-111
6. 2500 PSI MASONRY COMPREWON STRENGTH. GALLONS OF WATER PER SACK PORTLAND CEMENT SHALL CONFORM
TO ASTM C 150 TYPE V, k - 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 4B BAR DIAMETER LAP.
OPTIONAL CAP --� — 4. RL3l4R SHALL BE CMNIFRED IN THE CONCRETE BLOCK CiLL IN
WHICH IT IS LOC47ED.
5. CONLRE7F BLOCK SHALL BE LA YED IN A RUNNING BOND
PA77M WITH VlWTX4L CONTINUITYOF THE CEL S UNO.
16616 0 16616 PILASTER
CMU - _OLID. GROUTED. 6: ALL BLOCK CEL CONTAINING VERTICAL REBAR SHALL BE SOLID
SEE DIA RAbl l3Ei'OW GROUTED.
(2) #4 VER7 DROP-IN BARS 7. ARTEOBP TYPE S MORTAR CE NE47 TO 112 PART ME 70 9-111 PARTS DAED USING MP, C 270. 1
LOOSE
SAND.
k 8. GROUT FOR CONCRETE BLOCK PER AM C 476 TO BE 1 PART
Q CEMENT Til3 PARTS SAND (GROUT MAY CONTAIN 2 PAR 75318"
PEA GRAVEL IF WEATHER CONDPIONSARE FAVORASLE AND BLOCK
UNOBSTRUCTED CELL SIIE LS SUER GENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED 70 PRODUCE GROUT ROW
WITHOUT SEGREGATION OF 77fE CONSITUENTS.
00 9. BLOCK STEM MAY BE WET -SET 1 -112 -INTO THE F0077MG WHILE
THE CONCRETE IS PLASTIC. BLOCXSTEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE F00TMG,
112" ° CER. 1O. FOOTING MLCST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WI7HA MINIMUM
COMPACTION OF 90%.
CK) 11. FIRST INSPECTION TO BEAFTER M077NG TRENCHESARE
READYFOR CONCRETE AND ALL
REQUIRED STEEL IS TOED IN PLACE
(O SECOND INSPECTION To BE WHEN THE REQUIRED VERTICIL IS IN
(2) #4 DOI ItLk W/ 24 MI PEACFAND 7HEBLOCK WALL IS READY TO GROUT.
EXTENSION IN.TO'CMU.. ' 11. PROVIDE fXPANSIOWMAITROL JOINT ON E4af SIDEOF
PILASTER WHERE INTERSECTING BLOCK WALLS OCCUR.
£DUAL EOUAL.
16816 PILASTER
z` `CtiIU' - SOt?!x GRINIIED
v
0
12)':;04 vER:ilcA - As
FOOTING WIDTH
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
FOR CONSTRUCTION
DATE �t 6Y
b94 HORZ 'W — 6- LONG
® 12" O/C EACH WAY
SO. FOOTING WIDTH 'W'
6'-B-
7•-4-
8•-B"
2'-0"
2'-3"
2'-9"
�4
ti
5
Q
00
O
Q
�o
ORCD STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL FLAT GAP
DESIGN CRITERIA: PER THE 2010 CDC
1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PC
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
4. REINFORCING STEEL : GRADE 60.
5. IS00 PSI MASONRY COMPRESSION STRENGTH - NO SPCL,
INSPECTION
6816, 6616, OR 6618 CMU
do GROUTED ONLY @ VERT
NO7ES.
STEEL
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C.90 WEDGELOCK
BLOCK SLUMP BLOCK AND SPLRFACFBLOCK ARE ALCL=PTABLE
'^ DROP-IN BAR
ll�—
2 CONCRETE FOR F007TNGSHALL BE 1 PARTCEMENT TO 2-1/2
PAR75 SAND 70 3-1/2 PARTS GRAVEL WI7N A MA)QMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CE74ENT SHALL CONFORM
TO AS7M C 150 TYRE IrIV. Fc = 2500 PST
#6 STD JOINT
REINFORCEMENT @ 24° O/C
3. REINFORCING STEEL SMALL BE DEFORMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
WALLS). USE #S SID.
FOR
FSLUMP BLOCK
4. RESAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICHIT IS LOCATED.
NOTE' PROVIDE 04 DOWEL &
04 DROP-IN 84R AT EA01
5. CONCRETE BLOCK SHALL BELAYED INA RUNNING BOND
SIDE OF CONTROL JOINTS,
PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
ENDS OF WALLS AND ® WALL
HEIGHT CHANGES
6. ALL BLOCK CELLS CONTAINING VER77CAL REBAR SHALL BE SOLID
GROUIFO.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
91COQWEL'@'L FN7ER OF
CLEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
Q+fU.
8. GROUT FOR C0NLRE7E BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS S4ND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WFA771ER CONXTIONS ARE FAVORABLE AND 81OCK
UNOBSTRUCTED CELL S72EIS SUFFICIENT 70 ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED 70 PRODUCE GOOD GROUT FLOW
WI7HOUT SEGREGATION OF THE CONSITUENTS
SE7HA SEE CHART
9. BLOCK STEM MAY BE WET -SET 1-1/2"INTO THE F0077NG WHILE
77YECONCRETE ISPLAS7IC. SLOCK57EM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE DOTING.
-
10. DOTING MUST BE POURED ON OR INTO UNDISTURBED
e — 2
III
NATURAL SOIL OR ON COMPACTED FILL WIT}LA MINIMUM
t) I 1 MAX.
COMPAC77ON OF 90%.
11, FIRST INSPECTION TO BEAFTER FOOTING TRENCHESARE
READY FOR CONCRETE'AND ALL REQUIRED STFEL IS 77ED IN PLACE
SECOND INSPECTION TO BE MEN THE REQUIRED VL:RTICAL IS IN
PLACEAND THE BLOCK WALL 5 READY TO GROU)r:
#4 HORZ. CONT.
12. MAXIMUM CONTROL JOINT SPACING 40'01C- 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
U. S' Til DAYLIGHT
MIN. FORTING DEPTH FOR 5'70 DAYLIGHT
g" t SLOPE. WALL LLDWALL 11 wAu b
11 CONT. TDP 1 FT. SE784CK 1 FT SE7B4LTC-
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS
CITYOF LA QUINTA
BUILDING & SAFET.
�
TY DEP
APPROVED
FOR CONSTRUCTION
DATE �lr"l 1 `1" BY.
1710E 1 16' 2-0•
3 TO 1 1 2'-0° ---
z
WIDECELL
of 10
S.
.Lu 7m
u 1 m
* Exe.92-31-201x'
F,OF
CPl1F0
CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING
WIND
MAX.
D,
TRENCH
DESIGN
WALL
FOOTING
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
DEPTH
#4@ 48" 0/C
#4 @ 4.8" 0/C
6'-0�
ID+2'-O"
U U
4B' 0/C FOR 6'
48" 0/C FOR 6'
LU
SLUMP BLOCK
SLUMP BLOCK
►n xLLJ
48" 0/C
6.#4@
ID+2'-O"
Q
40' 0/C FOR 6'
40' 0/C FOR 6"
Q
Z W
SLUMP BLOCK
SLUMP BLOCK
Lu
0
#4@ 40" 0/C JD+2 -0
32" 0/C FOR 6"
32' O/C FOR 6"
N
SLUMP BLOCK
SLUMP BLOCK
U7 �
°O
#4@ 32" 0/C D+2'-0"
#4 @ 32" 0/C
'-b"
8 -0"
2'
I
24' O/C FOR 6"
24' 0/C FOR 6'
SLUMP BLOCK
SLUMP BLOCK
NOTE. • FOR 1B" LONG BLOCK USE 9" INCREMENT REW SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCKSPACM. FOR EXAMPLE:
48" O/C SPACING FOR 16" LONG BLOCK REVERTS TO 45" 01C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" O/C FOR IB" BLOCK - ETC.
POR SIDEYARD RETURN WAlLSWNERE
DWMGESWALE OCahU4 A Xa BLDOC
MAY LEFT OUT 0 SWALEGRADE. PROVIDE
I4 DOWEL AND #4 DROP-IN BAR ON EAO'/
SIDE OF7HFW BL0ff DRAIN - AS
SHOWN
NsIOE
't DROP-IN BAR
F007ING
CITY OF LA QUINTA
F& mMA u wr.rawemc
:. ieemx
N IGPZ Qw6 I TD.Af l4wff1ID•
. OFM lRmAIG.
s
i.
. ' imisLv,wc�warmarauaaaw
iunrt+csna '
min®at I�.p•
FOOTING STEP DETAIL
�m
Bin #
Qty Of La Quinta
Building &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
--�� -
Project Address: 5
=Owner's Name: Z
A. P. Number:
%Address:
Legal Description:
City, ST, Zip: La �J �� 22
Contractor: 11
—1 o
fT a hone:
s':,'.•.%sr,•'<>:<s<i<` z<s<`•.
Address: S `jqnu
'Project Description:
City, ST, Zip: - 1 _
llz)
o M
Telephone: C�
_ Z
�
. +()C :
W
State Lic. # : 8 `I .
Called Contact Person
CityLic. #:�
Arch., Engr., Designer:
.L,
Address:
Plans picked up
City., ST, Zip:
Construction
Telephone:
Flood plain plan
iz::::;:;;<:;_:::;:;:<:>:>:
Construction Type: Occupancy:
State Lic. #
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person:
o.�
Sq. Ft.:
# Stories:
#Units:
Telephone #,of Contact Person:, -] ,.Estfimated
Value of Project (oO
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Rcq'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
o
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
20° 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
CITY OF LA QUIN S B -CONTRA J TOR LIS
JOB ADDRESS MIT NUMBER OWNER _ BUILDER w�
This form shall be posted on the iob with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their em loyees 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 and/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.
Company Name
Classification License Number Exp. Date Carrier Name
(e.g. A, 19 C-8) 1 1 (xx/xx/xx) I -(e.g. State Fund, CalComp)
Policy Number Exp. Date License Number Exp. Date
(Format Varies) I (xx/xx/xx) I . (xxxx) (xx/xx/xx)
:::. c�n,te�1, �-��.� I C2a I �00�o`21�a13�1�5I���_ o�_, ���,.�� �.. ,►a2 I �y I �(1 /��l �-�I,P�G�
O fl"RL % I 15-r-03 15 ca.8