14-0952 (BLCK)P.O. BOX 1504 4
• W
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number:
14-00000952
Property Address:
81275 STORM CAT CT
APN:
767-320-999-216 -32879 -
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
1000
Applicant: Architect or Engineer:
--------------------------------------------------
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.
Licens lass: C8, 1'0, 27<2 License No.: 656128
at0 e: 6,17-7b Contractor.•/j/fio %CT
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)•:
(_) 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, Ausincss 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.).
( 1 1 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.1.
Lender's Name: —
Lender's Address:
LQPERMIT
Owner:
LENNAR HOMES
980 MONTECITO DR.
CORONA, CA 92879
(951)817-3526
Contractor:
TESERRA
P.O. BOX 1280
COACHELLA, CA 92
(760)398-9222
LiC. No.: 656128
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
D
JUN 27 2014
236
CITY opLAU
FINANCE OEPT
Date: 6/27/14
-----------------------------------------------
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
sed.
I haveuand 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 EVEREST NATL IN Policy Number 7600006481141
_ 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
3700 of the Labor Code, I shall forthwith comply with those provisions.
Dat Z7 Appl,can" t:
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 Ouinta, 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 countyto enter upon the above- ntioned property for inspection purrpposes.
D 2% Signa ure (Applicant or Agent): /%�4 44tEf f/All /QFC.
Application Number . . . . . 14-00000952
Permit . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee . . . . 47.19 Plan Check Fee
.00
Issue Date . . . . Valuation
1000
Expiration Date . . 12/24/14
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
:
47.19
--------------------------------
Notes and Comments
BLOCK WALL - 15 L.F. OF 6 FT. HIGH BLOCK
WALL PER APPROVED SITE PLAN AND ORCO
BLOCK DETAIL. 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-
7.19Plan
PlanCheck Total .00 .00 .00
.00
Other Fee Total 61.06 .00 .00
61.06
Grand Total 108.25 .00 .00
108.25
LQPERMIT - -
ORCO STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL HAAT CAP DESIGN CRITERIA: PER THE 2010 CSC
1. ALLOWABLE SOIL BEARING PRESSURE = I500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
3. GROUT STRENGTH - 2000 PSI @ 28 DAYS.
4. REINFORCING STEEL : GRADE 60.
5. 1500 PSI MASONRY COMPRESSION STRENGTH- NO SPCL.
INSPECTION
F0077NG
—: #4 HORZQ7NT.
SEE CHART FOR REQUIRED REE AR
AND FOOTING DIMENSIONS,
I. CONCRETE BLOCK SHALL CONFORM TOASTM C 910. WEDGELOC V
BLOC4 SLUMP BLOCKAND SPLITFAC F &=AREAOCE"A&E.
2 CONCRETER7R F007INGSHALL BEI PART CEMENT 702-1/2
PARTS SAND TO 3-1/2 PAR73 GRAVEL WITHA MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACC PORTLAND CEMENT SHALL CONFORM
70 ASTM C ISO TYPE HIV, Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 48 84R DIAMETER LAP.
4. RE84R SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHl0frrISLOC47ED
5. CONORETE BLOCK SHALL BE LAYED INA RUNNING BOND
PATTERN WITH VERTICAL COIMNU17Y OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL RLS4R SHALL BE SOLID
GROUTED,
7. USE TYPE S MORTAR PROPOR77ONED USING ASTM C 270 PART
CEMENT TO 1/1 PART LIME TO 4-1/2 PAR 73 DAMP, LOOSE SAND.
8. GROUT RIR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PAR 7S SAND (GROUP MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDIITONSARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZE IS SUf7170E)vT TO ALLOW GOOD GROUT
FLOW), WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUTSEGREGA77ON OF THE 0016IRIENT&
9. &OC7CSTEM MAY BE WET -SET 1-1/2" INTO THE F0077NG WHILE
THE C ONCRE7E IS PLASTIC &OOK STEM MAYBE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FW77NG.
10. F0077NG MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 910%.
11. FIRST INSPECTION Til BEAFTER FOOTING TRENCY6SARE
READY FOR CONORETEAND ALL REQUIRED STEEL IS 776DIN PLACE
-%XND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12 MAXIMUM CONTROL JOINTSPACING. 40'0/C 20'0/C FOR
WALLS TO BE MORTAR WASHED OR Snow COATED.
'.15/B'MIN. QEAR C771
0ABV REQW RID TO USE
6616 SLUMPED CMJ.
0
ORCO WIDE CELL SLUMP
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6816, 6616, OR 6618 CMU
GROUTED ONLY @ VERT
STEEL
'Y' DROP-IN LIAR
Q
"++++
#6 STD JOINT
REINFORCEMENT @ 24" O/C
2
(9 PLACES - 4 PLACES FOR 7'
8 8' WALLS). USE 95 STD.
FOR SLUMP BLOCK
W
y
_ ,
NOTE.- PROVIDE #4 DOWEL &
AN DROP-IN BAR AT EACH
SIDE OF CONTROL JOINTS,
C
ENDS OF WALLS AND LID WALL
HEIGHT [}WNGES
pp
-
e
Q
�
b
R' DOWEL @ CENTER OF
CMU.
JEQUAL
10
CQLiAI
LEVEL
GRADE 807H SIDES
rTT
F0077NG
—: #4 HORZQ7NT.
SEE CHART FOR REQUIRED REE AR
AND FOOTING DIMENSIONS,
I. CONCRETE BLOCK SHALL CONFORM TOASTM C 910. WEDGELOC V
BLOC4 SLUMP BLOCKAND SPLITFAC F &=AREAOCE"A&E.
2 CONCRETER7R F007INGSHALL BEI PART CEMENT 702-1/2
PARTS SAND TO 3-1/2 PAR73 GRAVEL WITHA MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACC PORTLAND CEMENT SHALL CONFORM
70 ASTM C ISO TYPE HIV, Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 48 84R DIAMETER LAP.
4. RE84R SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHl0frrISLOC47ED
5. CONORETE BLOCK SHALL BE LAYED INA RUNNING BOND
PATTERN WITH VERTICAL COIMNU17Y OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL RLS4R SHALL BE SOLID
GROUTED,
7. USE TYPE S MORTAR PROPOR77ONED USING ASTM C 270 PART
CEMENT TO 1/1 PART LIME TO 4-1/2 PAR 73 DAMP, LOOSE SAND.
8. GROUT RIR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PAR 7S SAND (GROUP MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDIITONSARE FAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZE IS SUf7170E)vT TO ALLOW GOOD GROUT
FLOW), WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUTSEGREGA77ON OF THE 0016IRIENT&
9. &OC7CSTEM MAY BE WET -SET 1-1/2" INTO THE F0077NG WHILE
THE C ONCRE7E IS PLASTIC &OOK STEM MAYBE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FW77NG.
10. F0077NG MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 910%.
11. FIRST INSPECTION Til BEAFTER FOOTING TRENCY6SARE
READY FOR CONORETEAND ALL REQUIRED STEEL IS 776DIN PLACE
-%XND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12 MAXIMUM CONTROL JOINTSPACING. 40'0/C 20'0/C FOR
WALLS TO BE MORTAR WASHED OR Snow COATED.
'.15/B'MIN. QEAR C771
0ABV REQW RID TO USE
6616 SLUMPED CMJ.
0
ORCO WIDE CELL SLUMP
QPpFES510
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r
CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING
WIND
MAX.
'WI
DESIGN
WALL
SPREAD
'X'
SPEED
HEIGHT
FOOTING
DOWEL
'Y' BAR
WIDTH
#4 @ 48" 0/C 33"
#4 @ 48" 0/C
U V
61 0"
�'`'9"
48. 0/C FOR 6-
L
48 0/C FOR 6'
W •
SLUMP BLOCK. 8u _— 8"
SLUMP BLOCK.
U7
#4 @ 48 0/C
" 3:3"
#4 @ 48" 0/C
X
M W
Q
6'=8'
�
40' OIC FOR 6'
40' 0/C FOR 6'
Q
Z
SLUMP BLOCK.
SLUMP BLOCK.
? W
w
#4 @ 40" 0/C 33°
(L
71.._411
2''I"
32. OIC FOR 6'
32. OIC FOR 6-
SLUMP BLOCK. IO" -- IO"
SLUMP BLOCK.
11i
co
#4 @ 32" 0/C- 33"
#4 @ 32" 0/C
8 �'0p
2'-4"
24' OIC FOR 6'
24' O/C FOR 6'
SLUMP BLOCK. I2" 12"
—
SLUMP BLOCK,
NULt: /'UK 1H" LUNU BLOEW USE 9"INCREMENT REBAR SPACING THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOCK SPACING. FOR EXAMPLE.'
48" O/CSPACING FOR 16" LONG BLOCK REVERTS TO 45" O/C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK - ETC
ATR SLDEYARD RETURN WAILS WHERE
DRAINAGE SWALE DCCVML.' A 42 &OOY
MAYLEFTW/@SWALEGRADE PROVIDE
04 DOWR AND 04 DROP -JN 94R ON EACH
STDEOFTHEAR &OCKI)WN-AS
SHOWN.
CITY OF LA QUINTA
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F007ING STEP DETAIL
y
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LAUNDRY r
I I I I INC RM
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• i II
L-------� I
PWDR
. II
�I
BEDRM 2
BATH 2
0
-- '
ENTRY
n
ZAT RM
AONT
N 4A
Flu
DEN/MEDIA
0
BEDRM 4
r +
TH 3
TH 4
BEDRM 3 A
11
1 !
WATERFEATURE EQUIPMENT
OVERFLOWING POTS WITH SUBN
PUMP, COBBLE OVERLAY, INTERI
TIME CLOCK
28'-11" SB.
21'-3" .S B.
IN OF LA QUI_NTA
BUILDING &SAFETY DEPT.
PPROVED
SAFETY FEATURE
ALL ANTI -ENTRAPMENT COVER I
SOCIETY FOR TESTING AND MATE
ELECTRICAL:
/
I
-- '
ENTRY
n
ZAT RM
AONT
N 4A
Flu
DEN/MEDIA
0
BEDRM 4
r +
TH 3
TH 4
BEDRM 3 A
11
1 !
WATERFEATURE EQUIPMENT
OVERFLOWING POTS WITH SUBN
PUMP, COBBLE OVERLAY, INTERI
TIME CLOCK
28'-11" SB.
21'-3" .S B.
IN OF LA QUI_NTA
BUILDING &SAFETY DEPT.
PPROVED
SAFETY FEATURE
ALL ANTI -ENTRAPMENT COVER I
SOCIETY FOR TESTING AND MATE
ELECTRICAL:
-2t-
Bin #
City 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: . Z-7 S STQ C 'C-T
Owner's Name: V7/vN A
A. P. Number:
Address:
Legal. Description:
City, ST, Zip:
Contractor:
p;�;<:>r:s;;z>::;>;>H,::: ,<•„:.H;;..
Telephone:
Address: 96
Project Descr iption: JI/a
City, ST, Zip:
Telephone: 6,0
State Lic. # : �(�
City Lic. #;
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
eP
•i$:y': .:kY: ii �::::i::':'.vvi:\'i"^iiY�Y.::'.v':iiiti
-
-
Construction Type: Occupancy:
State Lic. #:
Project type (circle one)• Ne Add'n Alter Repair Demo
Name of Contact Person: ��a �T E�
Sq. F[.:
#Stories:
# Units:
Telephone # of Contact Person: to 0 2 Bjjy
Estimated Value of Project: la& V•
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACMG
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°” Review, ready for correctionsrssue
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 correctionsrissue
Developer Impact Fee
Planning Approval
Called Contact Person
Pub. Wks. Appr
Date of permit issue
School Fees
14
Total Pe eQF
commutvi I I "` _ -