13-0846 (BLCK)y ..
4 P.O. BOX 1504 VOICE (760) 777-7012
78-495 CALLE TAMPICO SC�N� FAX (760) 777-7011
LA QUINTA; CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 7/09/13
Application. Number: 13-00000846 Owner:
Property Address: 53804 VIA PALACIO JERRY D HORN REVOCABLE DEED
APN: 777-220-013-22.7 298942- OF TRUST
Application description: WALL/FENCE 80725 VIA MONTECITO
Property Zoning: LOW DENSITY RESIDENTIAL - LA QUINTA, "CA 92253 D d
Application valuation: 5000
Contractor: JUL 1 2013
Applicant: Architect or Engineer: • FEDDERLY & ASSOCIATES
38747 NOPALES ROAD CITyQF
PALM DESERT, CA 92211 - FINAN Ep UINYA
p f
(760)773-5205 EPr
/f/ � J LiC. Noo..:: 762889
f- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION "
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: B - License No.: 762889 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
Date:' Contractor: 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
OWNER -BUILDER DECLARATION insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier EVEREST INS Policy Number 760000440081
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the, applicant for the person in any manner so as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State andagreethat, if I should bome subject to a ork mpensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or_ -' 3700 ofthe Labor Code; sh II f t w c pl w' se provisions-
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 (5500)•: DateApplicant: -
(_) 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 WARNING: FAILURE TO SECURE WORKERS' COMPENSAT COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND VIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000)• IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN -
improvements are not intended or offered for sale. If, however, the building or improvement is sold within .SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
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.): APPLICANT ACKNOWLEDGEMENT.
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application.-.,
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.)" whose benefit work is performed under or pursuant to any permit issued as a result of this application,
1 _ 1 I am exempt under Sec. B.&P.C. for this reason 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. -
Date: Owner: 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
CONSTRUCTION LENDING AGENCY permit to cancellation.
hereby affirm under penalty of, perjury that there is a construction lending agency for the performance of the " I certify that I have read this application and state that the above information is correct. l agrVio comply with all
work for which this permit is issued (Sec. 3097, Civ. C.). - city and county ordinances and state laws relating to building struc ' and y a e. representatives
Of this cou t enter_upon the above-mentioned property r i -pe o;
Lender's Name:
Q
Dater 7 �� Signature -(Applicant or Agentl:
Lender's Address:
LQPERMIT - .
Application Number . . . 13700000846 -
Permit .. WALL/FENCE.PERMIT 2013-
013Additional
Additionaldesc .
Permit Fee 61.49 Plan Check Fee
.00
Issue Date Valuation
5000
Expiration Date 1/05/14
Qty Unit Charge Per
Extension '
1.00 47.1900 LS MISC WALL, .FIRST 100 LF
47.19
1.00 14.3000. EA MISC WALL, ADDL 50 LF-
14`.30
-----Special Notes and Comments
BLOCK WALL PERMIT - INSTALL 65 L.F. OF 6
FT. HIGH BLOCK WALL, 45 L.F. OF 3 FT.
HIGH BLOCK WALL AND 16 L.F. OF 3 1/2 FT.
HIGH BLOCK WALL. (2) 24" BLOCK COLUMNS 6
FT. HIGH, (4) 16" BLOCK COLUMNS 6 FT.
HIGH, (8) 12" BLOCK COLUMNS 6 FT. HIGH.
2010.CALIFORNIA BUILDING CODES.
--------------------------------------------- ------------------------------
.'Other Fees . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PERMIT ISSUANCE M/P/E
90.,57
PLAN CHECK, WALLS
60.06
Fee summary Charged Paid Credited
Due
Permit Fee Total 61.49 .00 .00
61.49
Plan Check Total .00 .00 .00
.00
Other Fee Total 151:63 .00 .00
151.63
Grand Total 213.12 .00 .00
•213.12
LQPERMIT
- -
Qty. of* La Quihta
B1111(ft 8r Safety DW6n
P.O. Box 1504,78-495 Calle Tampico
14.QLqnu, CA 92253 -:(760) 777-7012
Building Permit -Applicatfori'and Tracking Sheet
Pennit #
1�8f
Legal Description: Lot Z-4:1 a - -r�,Ae4- 1qr9q- 2-
City, ST, Zip. Ata- a, -
Arch, Fngr., Designer
6,14
-StateLic.#: -7(P2_9Tq
Project r1pe (circle one): Few) Add'n. Alter Repair Demo
Stori
Telephone *of Contact Person: -7(00.5-74?-Lt00U.
Estimated Value of Pr±�Ue
APPLICANT: DO NOT WRITE BELOW THIS LINE
Plan Sets
Plan Check submitted
item Amount
Structural Cafes.
Reviewed, ready for corrections
Plan Check Deposit.
Truss Cafes.
Called Contact Person
Plan Check' Balance.
Tide 24 Calci.
Plans picked up
Construction
Flood plain plan
Plans resubmitted.'.
Mechanical
Grading plan
2-! Review, ready -for correctionsrissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.NLL
H.OA. Approval
Plans resubmitted
Grading
IN HOUSE:-
Review, ready for correctionsrissuc
Developer Impact Fee
Planning Approval.
Called Contact Person
AJX.P.
Pub. Wks. Appr
Date of permit Issue
School Fees
CJITY OF LA QUINIFq
-ETY DEPTJ
Total Permit Fees
AHHKUVLU
RtE2&�3_ ey
SEE CHART FOR REQUIRED REBA R
AND FOOTING DIMENSIONS..
2 5/8 -MIN. CLE4R CELL
opm PEWAM To LISE
_6616SUIMPED041.
ORCO WIDE CE
U SLUMP
Essl
so
Wce t ~ C31925 cn,
ExP; 12-31-2014
1p
L
OF CA%- N
ORCO STANDARD 61 TO 8' CMU WALLS
OPTIONAL FLAT CAP
.Dom ouTERm 'PER THE,2010 csc-'
'l.ALLOWABLESOrL
BEARING PRESSURE =ISOOPSF
:1 ALLOWABLE LATERAL PASSIVE PRESSURE =150 Pc7
.3. GROUT STRENGTH - 2000 PR @ 28 DAYS.
4. REINFORCING STEEL : GRADE 60.
5. 15W PSI MASONRY COMPRESSION STRENGTH - NO SAL
INSPECTION
6616, 6616, OR 6618 aw
GROUTED ONLY @ VERT
STEEL
NOTES.'
1. CONCRETERLOCKSMU CONFORM TOASTMC90. WEDGELOCK
BLOCK SLUMP BLOCKAND spLnFACF&=ARf`ACaWABLE.
'Y' DROP-IN BAR
2 CONCRETE FOR FOOTING SHALL BE I PART CEMENT 70,2-1/2
PARTS SAND TO 3-V2 PAR 73 GRAVEL WITH A MA)aMUR OF 1-19
GALLONS OF WATER PER S40C, FOR TIAND CEMENT SHALL CONFORM
70 AWN C 150 TYPE HIV. rC = 2500 PSI
#6 STD JOINT
RETAFORCEMENT 24"01C
I REINFORCING STM SHALL BE DEFORMED AND'CONRORM TO
zt
(3 PLACES - 4 PLACES FOR 7
ASTNA 615 GRADE 60, PROVIDE 46 BAR DIAMETER LAP.
& 8' WALLS). USE #5 STV.
FOR SLUMP BLOCK
4. REBAR SHALL BE CENTERED IN THE CONCRE7F BLOCK CELL IN
WHIairTISLOCATED.
NOTE. PROVIDE #4 DO
5. CONCRE7F BLOCK SHALL BE LA YED INA RUNNING BOND
04 DROP IN 84R A T SALT!
SWE OF CONTROL JOINTS,
PATTERN WITH VERTICAL COVINUrTY OF THE CL
ELLS UNO
:HEIGHTCHANGES
ENDS OF WALLS AND 0 WALL
& ALL BLOCK CELLS CONTAINING VER77CALREi%4RSHALL RESOLID
GROUTED.
Z USE TYPES MORTAR PROPOR77ONED L6lNGASM 0270 PART
CEMENT TOW PART LIME TO +W PARTS DAMP, LOOSES4ND.
A GROUr FOR CONCRETE BLOCK PER ASTM C 476 TO BE I PART
CEMENT703 PARTSS4ND (GROUT MAYCONTAIN2PAR75318-
T DOWEL @ CENTER OF
PEA GRAVEL IF WEATHER CONDMONSAREFAVORA&EAND BLOCK
cmU.
UNOBSTRUCTED CELL SIZE IS SUFFICIENT` TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT ROW
WITHOUT SEGREG4 77ON OF THE CONSMIENTS.
EQm,
.9. NDCKSTEM MAYBE WET-SETI-IA'INTO THEFOO77NG WHILE
LEVEL GRADE 807H SIDES
7HECONCRETE )SPLASUC. BLOCK STEM MAYBE PLACED 70
EITHER EDGE OF THE TRENai TYPE FOOTING.
ja m077NG MUST BE Pouxm ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
A
COMPAC77ON OF 90%.
#4 HORZ CONT.
J1. ffRSrlN5PEC`770N TO BEAFTER F0077NG TRENCHES ARE
READYFOR CONCRMANDALL RWPM STEEL IS TIED BV PLACE.
SWOIVDINSPECTION TOBEWHFJV7NEREQUrREDVERTICAL ISIN
PLACEAND.THEBLOCK WALL JSREADYTO GROUT.
12.MA)aMUMCOVMOLJOINT SPACING: 40'OIC20-01CFOR
WALLS TO BE MORTAR WASHED OR SIUCM COATED.
'CQNT-, 077NG
SEE CHART FOR REQUIRED REBA R
AND FOOTING DIMENSIONS..
2 5/8 -MIN. CLE4R CELL
opm PEWAM To LISE
_6616SUIMPED041.
ORCO WIDE CE
U SLUMP
Essl
so
Wce t ~ C31925 cn,
ExP; 12-31-2014
1p
L
OF CA%- N
r
0
CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING
WIND
MAX.
.W.
..........
DESIGN
WALL
SPREAD
'X' DOWEL
'Y' BAR
SPEED
HEIGHT -FOOTING
WIDTH
#4 @ 48" O/C 33"
:#4 @ 48" 0/C
V V
6'-0"
.I,,'_9"
48' 0/C FOR 6'
48' 0/C FOR 6'
w
SLUMP BLOCK. gu 8"
SLUMP BLOCK.
_.
N Q_
W #4
@ 48" 0/C' 3'3"
#4 @ 48" 0/C
Q
6" 8"
.' I'�II" -
LO' 0/C FOR 6'
40' O/C FOR 6'
0
Z w
SLUMP BLOCK.
1o..- _'. 10"'
SLUMP BLOCK.
3-. w
U
#4 @ 40" O/C 33"
0- F-
V-4"
2''--I"
32' OIC FOR 6'--�
32' O/C FOR 6-
N
SLUMP BLOCK. I0. 10"
SLUMP BLOCK.
U•i
00 (�
#4. @ 32" 0/C- 33"
#4 @ 32" O/C .
2°-4"
24' O/C FOR 6'
24.0/C FOR 6'
•
i
SLUMP BLOCK. I2"
SLUMP BLOCK..
NOTE' FOR 18" LONG BLOCK USE 9"INCREMENT REBAR SPACING THAT
IS CLOSER TOGETHER 7HAN THE 16" LONG BLOCKSPACTNG. FOR EXAMPLE.
48" 0/C SPAQNG FOR 16" LONG BLOCK REVER73 TO 45"01C FOR
18" LONG BLOQY, 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK - ETC,
FOR SLDEYARD RETURN WAITS WNB?E
DRALNAGESWALE OCLI/PM A 1/2 &=
MAYLEFTOL?@SWALE GRADE. PROVIDE
:04 DOWEL AND 04 DROP-IN 84R ON E40
ROE OF THEW SL.00CDRALN -AS
SHOWM
CITY OF L4 QUINT)
mvma. nmo
N htlYL m/f..IOFKR�ImaD•
IIIWQX X I �[ WMD I MEYm"I r
OGId/NVffi
- rmtW.uow�um.�mraua�nv
iwiuKan'ap:
FOOTING STEP DETAIL
�J
6'--8" • to8' -. 8"
HIGH. ORCO
16" .,SQ. PILASTER
FOR 85 & 95..
C WIND CONDI T
O
Q U I �1
E51G CRITERIA: PER THE 2010 CSC
!
BUILDING
{LA
OL SAFETY DEQ
WABIESOItBFARINGPRE55URE=1500PSf
ALL WABLE LATERAL PASSIVE PRESSURE =ISO PCF
2 -9�
'APPROVED
3. f (/T STRENGTH L. 2000 PSI 6118 DAYS
4. RQ dNG STEEL :GRADE 60.
O TRUCTION
1 PSMMASONRYPoNSTRGTH.
��6.LENFOR
74990j.
NOTES:
DAT
BY
OP77ONAL CAPBLOCK
SHALL CONFORM TO ASTM C 90. DRL17TD. S
V , SPLIT FACE, SLUMPED OR WEDGELOC K BLOCK MAYBE
USED
Z CONCRETE FOR FO07TNG SHALL BEI PART CEMENT TO 2-112
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
1d8.i6 0
; 1661[
GALLONSOFWATER PER S4CX PORTLAND CEMENTSHALLCONFORM
laS/U, -
.PlLASIER
D- CYif7UTE0
TO ASTM C 150 TYPE V. Fc - 2S00 PSI
3• RETNFORdNG57FPL SHALL BE DER7RMED AND CONFORM TD
(4) 14 VERI
DROP-IN BARS'
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. RE EAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
k
'
WHICH IT IS LOC47ED.
S CONCRETE BLOCK SHALL BELAYED INA RUNNING BOND .
PATTERN WITH VER77CAL CYINTINUITYOF THE CELLS UNC.
00
6. ALL BLOCK CELL CONTAINING VE R7TCAL REBAR SHALL BE SOLID
r I
GROUTED.
00
Z LEE OBP TYPE S MORTAR PROPOR71ONED USING ASTM C 270. 1
PART CEMENT TO 1/2 PART LIME TO 4-1/1 PARTS DAMP, LOOSE
�F
SAND.
3-1/2' CLR. '
8. GROUT FOR CONCRETE PER ASTM C 476 TO BE 1 PART
CE*FjVT TO 3 PARTS SAND ((ROUT MAY CONTAIN 2 PARTS 3/8'
PFA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
00
UNOBSTRUCTED CHL SIZE 15 SUFFICIENT TO ALLOW GOOD GROUT
I
ROW), WATER SHALL BE ADDED TO PRODUCE GOOD GROUT ROW
WITHOUT SEGREGATION OF,THE CONSITIZENTS.
(4)-14" DO
W'. 24" All
9. BLOCK STEM MAYBE WE7SET 1-1,2- INTO THE FOOTING WHILE
EXTENS ON
406 04U .�
THE coNo ETEIS PLAsnr- BLOCKSTEM MAYBE PLACED TO
EITHER EDGE OF THE TREVdI TYPE FOOTING
EQUAL
.. •
EQUAL,
10. FwuNG MLLST BE POURED ON OR INTO UNDISTURBED
2.
NATURAL SOIL OR ON COMPACTED PILL WITH A MINIMUM
COMPAC77ON
OF 90 %.
w
11. FIRST JN9 ECTION TO BEAFM FOOTM TREACHESARE
_
RE40YFOR CXNOWTEAND ALL REWREOSTEEL ISTIM INPLACE.
SECOND 1NSPECTION TO BE WHEN THE REQUIRED VER7ICAL LS IN
R"AND'THEBLOCKWALLISREADYTOCROUT:
Z
12. MAXIMUM CIONMOL J01NT SPAQNG.• 40' O/C OR 20' O/CIF 7HE .
WALL LS TO BE STUCCO COATED.
e
C)
CI
14 HORZ 'W — 6" LONG E.W.
0 PAIR OF 14 DOWELS
FOOTING "T.Tw
AI
SEISMIC LOADING PER ASCE 7-05
SECTION 15.4. lb
SQ. FOOANG WIDTH 'W
ONE SEC. ACCELERATION
.70
THEREFORE, Cs = .24W
2 -3�
2 -6�
2 -9�
v ";,
Op 12-M-2012 *.
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f CF CAS �f �