13-1337 (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:
13-00001337
81385 PEARY PL
767-680-022-60 -330761-
WALL/FENCE
LOW DENSITY RESIDENTIAL
12000
Architect or
4 QUAW
44~Gu
BUILDING & SAFETY DEPARTMENT C�
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 Fn s and Professionals Code, and my License is in full force and effect.
License Class: B C29 License No.: 463407
Date��"2./—/3 Cohtracc
OWNER -BUIL 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).:
(_ 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 theworkhimself 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.).
(_ F 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 contractorls) licensed
pursuant to the Contractors' State License Law.).
1 _ 1 I am exempt under Sec. , B.&P:C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
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:
RICHARD & CHRISTENA H. DURHAM
136 E SOUTH TEMPLE 825
SALT LAKE CITY, UT 84111
Contractor:
DRURY CONSTRUCTION, MARGARET
73807 MASSON STREET
PALM DESERT, CA 92260
(760)346-7227
Lic. No.: 463407
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/21/13
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 ave 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 PREFERRED INS Policy Number WKN11575911
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner ,come subject to the workers' compensation laws of California,
and agree that, if 1 ouId becom subject to the workers' compensation provisions of Section
3700 of the r Code a�)fohwith comply with those provisions.
Date: It)—Z—1 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 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 obermit, cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state t atation is correct. I agree to comply with all
city and county ordinances and state laws relating o on, and hereby authorize representatives
of thisyounty to enter upon theabb -mentioned on purposes.
Date: �� Signature (Applicant or Agent):
Application Number . . . . . 13-00001337
Permit WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee 104.39 Plan Check Fee
00
Issue Date . . . . Valuation . . .
. 12000
Expiration Date 4/19/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL,. FIRST 100 LF
47.19
4.00 14.3000 EA MISC WALL, ADDL 50 LF
57.20
----------------------------------------------------------------------------
Special Notes and Comments
.
BLOCK WALL - 130 L.F. OF 7 FT. HIGH
BLOCK GARDEN WALL AND 105 L.F. OF 8 FT.
HIGH BLOCK GARDEN WALL PER APPROVED
ATTACHED ORCO BLOCK DETAIL & PLAN. PER
AO, CONTRACTOR MAY USE ORCO STANDARD 6'
TO 8' CMU SREAD FTG. DETAIL FOR "L"
SHAPED P.L. FTG. 2010 CALFIFORNIA
BUILDING CODES.
---------------------------------=------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, WALLS
60.06
Fee summary Charged Paid Credited
Due
Permit Fee Total 104.39 .00 .00
104.39
Plan Check Total .00 .00 .00
.00
Other Fee Total 61.06 .00 .00
.61.06
Grand Total 165.45 .00 00
.165.45
LQPERMIT
IT
Bin #
City of La QuintaIF
Building 8i• SafetyDivision 6
P.O. Box 1504, 78-495 Calle Tampico OCT 2
La Quinta, CA 92253 - (760) 777-7012 1 ��13
Building Permit Application and Trac aF 1.4Project
Permit # .
/
Address:
Owner's Name: Ft:�p
A. P. Number:
Address: 1�/ -'3 $ S ��� �,� , • T
Legal Description:
City, ST, Zip: A OP/AlTW
Contractor•?::#:'<::?::<.
' %�jt¢2�-/-r�1Gi la2v/z.• �o�:/s� _
Telephone:
:.::><.:;:.:::<•
Address: -8 U 7
Project Description:
City, ST, Zip:
Telephone: 0 ,,-727 7
:> >
State Lic. # : x{(03 fj'f
City Lic.
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone:>;r`>s>::<»;:::;;
State Lic. #
;;;::>,;.::r::>:•:;::::•;:r.:>:.>::<:<::•
sn}r iiil i4i%+iiifli�L:�:Jtjr,y; •sy.y..c5v2::
•:hrf ; ,, ........:%.....:::.::<;:><
{
Construction Type; Occupancy:
P ,
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: #Stories: #Units:
Name of Contact Person:
Telephone #,of Contact Person:
Estimated Value of :47. "Z 1 &120
APPLICANT: DO NOT WRITE BELOW THIS LINE
t!
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
Pians resubmitted
Mechanical
Grading plan
2°" 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:
'."' 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
01
9
ORCO STANDARD 6' TO 8' CMU SITE WALLS
'W CONT, FOOTING
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
12. MAXIMUM CONTROL JOINT SPACING 40'0/C 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
2 5/8° MIN. CLEAR CHL
OPBV REIjUIR® 70 USE
6616 SLUMPED CMU
ORCO WIDE CELL SLUMP
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* EXP. 12-31-2014
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OF CA_,�p
OPTIONAL FLAT CAP
DESIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLESOR BEARING PRESSURE = 1500 PSF
Z ALLOWABLE LATERAL PASSIVE PRESSURE= 150 PCF
3. GROUT STRENGTH =1000 PSI @ 28 DAYS.
4. RQNFORaNGSIFEL : GRADE 60.
5. 1500 PSI MASONRY COMPRESSION STRENGTH - NO SPICE
7.
INSPEC77ON
6616, 6616, OR 6618 cmu
GROUTED ONLY @ VERT
STEEL
NOTES:
1. CONCRETE BLOCK SHALL CONFORM TO AS 74C90. WEDGELOCK
BLOCK SLUMP BLOCK AND SPLIIFACEBLOCK ARE ACCEPTABLE.
1^ DROP IN BAR
2 CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
W
C7
PARTS SAND TO 3-1/2 PAR73 GRAVEL WITHA MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK PORTLAND CEMENT SHALL CONFORM
a
I
TO ASTM C 150 TYPEU/V. Fc = 2500 PSI
#6 STD JOINT
RONFORCEMENT @ 24° 0/C
3 RE7NFORCENG STEEL SHALL BEDERORMLD AND
(3 PLACES - 4 PLACES FOR 7
CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
& 8' WALLS). USE #S STD.
FOR SLUMP BLOCK
9. REQAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH IT IS LOCATED.
W
NOTE.• PROVIDE #4 DOWEL &
5. CONCRETE BLOCK SHALL BE LAVED INA RUNNING BOND
#4 DROP-IN LIAR AT EACH
PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
SIDE OF CONTROL JOINTS
ENDS OF WALLS AND @ WALL
6. ALLBLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
HEIGHT CXANGLS
GROUTED
co
Z USE TYPES MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
O
'
b
8. GROUT FOR LIONLRE/FBLOC7CFER ASTM C 976 7D BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAYCONTAIN 2 PARTS 3/8°
7K' DOWEL @ CENTER OF
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLEAND BLOCK
CMU,
UNOBSTRUCTED CELL SIZE IS SUMT7C76VT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED 70 PRODUCE GOOD GROUT ROW
WITHOUT SEGREG47TON OF THE CON97UENTS
EQUAL
EQUAL
9. BLOCK STEM MAY BE WET -SET 1-1/2°INTO THE FOOTING WHILE
F
`v
LEVEL GRADE BOTH SIDES
THE CONCRETE IS PLASTIC. BLOCCSIEN MAYBE PLACED TO
OTHER EDGE OF THE TRE7NCi TYPE FOOTING.
_
10. FOOTING MUST BE POURED ON OR INTO UNDISwmw
NATURAL SOIL OR ON COMPACTED PILL WITH A MINIMUM
COMPACTION OF 90%.
N
#4 HORZ CONT.
11. FIRST INSPECTION TO BEAFTER FOOTING TRENCHES ARE
~
READ Y FOR AND ALL REQUIRED STEEL IS IN PLA
ONE
SECOND INSPECT TO BE WHBV THEREQUIRED VERTICAL IS IN
PLACE AND ONE BLOCK WALL IS READY 70 GROUT.
'W CONT, FOOTING
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
12. MAXIMUM CONTROL JOINT SPACING 40'0/C 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
2 5/8° MIN. CLEAR CHL
OPBV REIjUIR® 70 USE
6616 SLUMPED CMU
ORCO WIDE CELL SLUMP
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* EXP. 12-31-2014
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OF CA_,�p
Ls
r
CHART FOR 6TO 8' SITE WALL W/ SPREAD FOOTING
WIND
MAX!!
Wl
DESIGN
WAIT
SPREAD
'X'
SPEED
FOOTING
DOWEL t
'Y' BAR
HEIGIij
WIDTH
IC
'
#4 @ 48" 0/C 33" i
#4 @ 48" 0/C
V U6"
,0��
I'-9"
48. 0/C FOR 6' y�
48' 0/C FOR 6
w
,
V
SLUMP BLOCK. 8"8 y
-- 11
SLUMP BLOCK.
"}
#4 @ 48" 0/C 33" 1
#4 @ 48" 0/C
►� Lu
' M Q
6'' j�8�]
I'—I I"
40' 0/C FOR 6' �
40' 0/C FOR 6'
Z w
t 1 "
SLUMP BLOCK.
lo° -- 10"
SLUMP BLOCK.
w
,.
= N
f
'
#4 @ 40" 0/C 33"
#4 @ " 0/C
�•
7'-!4"
32' 0/C FOR 6'
32' 0/C FOR 6'
N
Y
SLUMP BLOCK. I O" -- 10 O° '
BLOCK.
``
#4 @ 32" 0/C— 33"
81, 0"j'
2!'4"
24' 0/C FOR 6'
.24' 0/C FOR 6'
t
SLUMP BLOCK. I2" I2" �.
--
SLUMP BLOCK.
NOT: FOR 16" LONG BLOCK USE 9" INCREMENT REBAR SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPAQNG FOR EXAMPLE.•
48" t7/C SPACING FOR 16"LONG BLOIX REVERTS TO 45" O/C FOR
18" GONG BLOCK,, 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK - ET .
�t 1
VFd4WWa --4af SIDE OF cavmm
&aX-OUT W 04 DROP-IN BAR .
M MAALL W/RELYaPOAG
+y /BaETARS
*MMM aW/. V TUPASRWI=-
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r• I „� D o 6
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fM-4WEYARO RETURN WAUS;WiME.y
DRA7NAGESWALE00U/RESyAl/1BLO0: II II J• aiaazawr.oanrzw.�va.�rir
MAYLff7'OUT.SWAIfGRADEPROVDE rmewAmrudrAwraEaeRmr
B4 DOWEL AND ?4 DROP-IN BAR ON FA7'1 s� .
57DEOf7NF1/7BLOCXDRAIN-A5'� µaaa�wnmm� 1.-0• .
FOOTING STEP DETAIL
1,
CITY OF L4 QUINTA
' j
' r
QROFE 01V4
coZ
u m
C31925 N ;o
Exp. 12-31-2014
TF OF CA1 N0
8'
0' r HIGH
GH OR C(.3 WALL
L S`,' `a._ TEM SITE W
TEW°
R 85 P I. y,
O
00
2
f
P
N
I"
III='
_ y
1
Y-0" CONT.
2 5/8" MIN.(SEAR CE L
OPEN REQUIRED TO USE
6616 SLUMPED CMU.
ORCO WIDE CELL SLUMP
#4 HORZ COM.
(4 TOTAL) AS SHOWN
=OF LA QUANTA
PP OF ESSIOv4
4c������ M (
S.
rn
cr.
N
C31923
Exp. 12-31-2011
s aT c I V i \- �a�v
F OF CIL%0
o -OPTIONAL RAT GIP
DESIGN CRITERIA: PER THE 2010 C4C
1. ALLOWABLE SOIL. BEARING PRESSURE =1500 PSF
4
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
'
3. GROUT S7RENG/H = 2000 PSI @ 28 DAYS
4. REINFORCING STEEL: GRADE 60.
5. SEISMIC -1 SEC ACLII ERA77ON = 70%.
6.15W PSI MASONRY COMPRESSION STRINGTH.
6616 OR 6816 (7NU
GROUTED ONLY @ VERT
STES- SEE DETAIL BELOW
NOTES.,
FOR SLUMP BLOCKMIN. CELL
REQ�REME/V1S
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. UES SPEQAL
ORCO WIDE CELL SLUMP IF SLUMP BLOCK IS DESIRED.
Z CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACC PORTLAND CEMENT SHALL CONFORM
TO
NOTE' PROVIDE #4 DOWEL 8
3. RQNFHALL#4
DROP-IN RAR AT EACHASTM.A
ROVISIDE
OF CONTROL JOINT
4. REBAF7iED IN THE CONCRETE BLOC K CELL IN
WHICH IT IS LOCA7ED.
5. CONCRETE BLOCK SHALL BE LAVED IN A RUNNING BOND
PATIERNW,'7';VER71CALCO,,,,NL',T'/OFTiiEMI U?vO.
6. ALL BLOCK CZ LLS CONTAINING VERTICAL RERAR SHALL BE SOLID
GROUTED.
Z USE TYPES MORTAR PROPORTIONED USINGASTM C270 PART
CEMENT TO 112 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
#4 VERT DROP-IN BAR @
32" 0/C
8. GROUT FOR CONCRETE BLOCK PER AS7M C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT•
#6 STD JOINT
FLOW). WATER SHALL. BEADDED TO PRODUCEGOOD GROUT ROW
REINFORCEMENT @24"0/C
WITHOUT SEGREG47YONOFTHE CONSTTUB .
(4 PLACES).
9. BLOCK STEM MAY BE WE7-SETT-1/2"INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC BLOCKSIFM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
#4 DOWEL @32" O/C
10, FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON TH
COMPACTED PILL WIA MINIMUM
L,.
COMPAC77ON OF 90%.
30"
Il. FIRST INSPECTION TO BE AFTER F0077NG TRENCHES ARE
READY FOR CONCRETEAND ALL REQUIRED STEEL LS TIED IN PLACE
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 40' O/C. 20'01C FOR
LEVEL GRADE BOTH SIDES
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
III='
_ y
1
Y-0" CONT.
2 5/8" MIN.(SEAR CE L
OPEN REQUIRED TO USE
6616 SLUMPED CMU.
ORCO WIDE CELL SLUMP
#4 HORZ COM.
(4 TOTAL) AS SHOWN
=OF LA QUANTA
PP OF ESSIOv4
4c������ M (
S.
rn
cr.
N
C31923
Exp. 12-31-2011
s aT c I V i \- �a�v
F OF CIL%0
0
4
0