13-1573 (BLCK)P.O. BOX 1504 4
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
0 BUILDING PERMIT
Application Number: 13-00001573 Owner:
Property Address: 53045 HUMBOLDT BLVD JAMES & CAROL FILLER
APN: 767-200-998-54 -330762- 53045 HUMBOLDT BLVD.
Application description: WALL/FENCE LA QUINTA, CA 92253
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 13000
Contractor:
Applicant: Architect or Engineer: CASTILLO, MATIAS D
P.O. BOX 5
COACHELLA, CA 92
(760)398-9227
Lic. No.: 881611
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: C8, C29 L' se No.: 883611
Date:6' sContractor:
`! OWN - UILDER 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 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.). -
I ) 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 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
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 12/05/13
prr052013
OF ti 'QUINTA
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.
VI"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 NORGUARD Policy Number MAVC242848
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 subjec the workers' compensation provisions of Section
r� 37000 of the Labor Code, I shall f t com ith those provisions.
Date: Applicant:
APPIt:
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. AC KNO W LEDG EM ENT
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. I agree to comply with all
city and co my ordinances and state laws relating to building construction, and hereb authorize representatives
Of thi unty to enter upon the above-mentioned property for inspec Jo ose .
Date: 1 Sig ure IApplicant or Agent): -
Application Number 13-00001573
Permit . . . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee 90.09 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 13000
Expiration Date 6/03/14
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
BLOCK WALL - 220 L.F. OF 6' GARDEN WALL
WITH (5) 16IN X 16IN SQ. COLUMNS [PER
APPROVED ATTACHED PLANS WITHIN PROPERTY
LINES AND ANGELUS BLOCK DETAIL)
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 &T Safety Division
P.O. Box 1504, 78-495 Calle Tampico
LQuinta, CA 92253 - (760) 777-7012
Building Permit Application and Trackig, Sheet
Permit #
�' S �/�
Project Address: L 0 4-
'Owner'sN
A. P. Number: 6X14
I
Address: B, 0 1�
Legal Description:
Contractor: zLq_- 9; 5 -/—/ -//p '5 cz;' C'
City, ST, Zip: yr14 f 4
Telephone:
'Address: A C9, a 51 5
Project Description:
City, ST, Zip: CC'q6k1A ('4' c1z'7 36
V a' (A/,,Wt
TelephoneGr 60) 3 1(a0_r17 14
1.1 .............
State Lic. #:
City Lic. #.-..
12 'Y 7
Arch., Engr., Designer:
Address:
I've,
City., ST, Zip:
Telephone:tti
. . . . . . . . . . .............
T
Construction ype: cc'upancy:
C 3, 0
State Lic. #:.
Project type (circle one): New (Ad7�n) Alter Repair Demo
Name of Contact Person: 0
_4# Stories:_T#
Ft.:21-70,4
Units:
Telephone #,of Contact Person: (%-_o) 6e6 q _,6 § 0
Estimated Value of Project: 'O�62
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rcc1d
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:-
Review, ready for correctionsfissuc
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.*
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
ckf
BLOCK CO INC.
Since Im
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2010 CBF
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION - 0.25, COHESION - Opsf
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, fm - 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.1 EXCEPTION 3, 'u' OCCUPANCY.
::7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT (-LADDER- TYPE) SHALL BE COLD -DRAWN STEEL
WIRE CONFORMING' TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500ps1 0 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
:4. CONCRETE MASONRY UNIT'S SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE). OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
.5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E -Z MIX INC.. CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
j. MANUFACTURED BY E -Z MIX INC.. CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL. CONTINUITY OF THE CELLS.
A. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT;
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS
SEE DETAIL SHEET S-5.1.
ANDERSON DESIGN GROUP
StructUral Engineering Building Design
228 East BadlfloStreet Covina • CA a 91723-2115
(626) 938-1595 • Fac lrnlle (626) 938-0485
.6' to 8' High Site Wall
Spread Footing a Property Line
C o 85mph
60 Wide CMU
OPTIONAL WALL CAP'
STD., .
.,A. DER'jrl
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COURSE, AND 24'o.c.
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w/ REINF`
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ANDERSON DESIGN GROUP
StructUral Engineering Building Design
228 East BadlfloStreet Covina • CA a 91723-2115
(626) 938-1595 • Fac lrnlle (626) 938-0485
.6' to 8' High Site Wall
Spread Footing a Property Line
C o 85mph
60 Wide CMU
OPTIONAL WALL CAP'
STD., .
.,A. DER'jrl
STD FOR,;SLUMIPS
JQINT;rREINF' AT TOE;
COURSE. AT FIRST
COURSE, AND 24'o.c.
6' WIDE.,& CMU
GROUT ,.CELLS-
w/ REINF`
*X' BARS PER
SCHEDULE 0
CTR. OF WALL
Y BARS PER
SCHEDULE LAP.r.
PER 'L'
F., Q.
WET -SET FIRST,—.,
COURSE
2-f4 CONT;
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ANDERSON DESIGN GROUP;o TR v j
Structural Engineering • Building Designt,
228 East Badlllo Street • Covina • CA • 91723-2115 sc� "
(626) 936-1595 Facsimlie (626) 938-0485 a _ �t, (; #6?S
"' enpin„nrg excellence since l95 ]' : (� ` 1- 1` "/l p
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WALL TYPES
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ANDERSON DESIGN GROUP;o TR v j
Structural Engineering • Building Designt,
228 East Badlllo Street • Covina • CA • 91723-2115 sc� "
(626) 936-1595 Facsimlie (626) 938-0485 a _ �t, (; #6?S
"' enpin„nrg excellence since l95 ]' : (� ` 1- 1` "/l p
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6'-8" to 8'-8" High Pilaster
Spread Footing - Seismic, 5% olsec
16" CMU Pilaster
SIft*6 1046
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
1 N
[A
CMU PILASTER
DESIGN CRITERIA:
SOLID GROUT""
1. DESIGN CRITERIA PER 2010 CBC
Z ALLOWABLE SOIL BEARING PRESSURE = 1500pof2
—#4 VERT. BARS -
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
EO.
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. DESIGN CRITERIA MUST BE VERIFIED BY USER PRIOR TO USING THIS DETAIL
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
6. MASONRY COMPRESSIVE STRENGTH, fm = 1500PS1 SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.1 EXCEPTION 3, 'U' OCCUPANCY.
OPTIONAL WALL CAP'.-.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. WET—SET FIRST
PROJECT SPECIFIC SITE.
IND'Im.
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
I2. NOT USED
%3. STRENGTH OF CONCRETE FOR FOOTINGS a 2500psi 0 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS RCDnOT
16816 OR 16616 CMU
.4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS PILASTER, SOLID GROUT
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBILAST, OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 3j'OUTSIDE FACE 3eOUTSIDE FACE
OF BLOCK TO 7 -77 OF BLOCK TO
5. MORTAR SHALL BE SPEC MIX TYPE $ PREBLENDED MASONRY MORTAR AS it OF VERT 4t OF VERT
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX 1WR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
2—#4 VERT,.,)BAR$' .
GROUT SHALL 1 C4 .7.6' WITH AW16�.-Jl INCH SLUMP,
CONFORM TO,ASTM,.
ANO' -SHALL, . MP"
20 W kG*'AT 28 DAYS OF
FIRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
!8. NOT USED
OWLS. TO MATCH
1 N
[A
9. PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER VERT. REINF. LAP.-.. .... ..... ....
24' MIN.
WHERE INTERSECTING BLOCK WALLS OCCUR.
ED.
EO.
f0. NOT USED.
F.G..
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. WET—SET FIRST
COURSE
LONOEA. -N.A�y
MASONRY PILASTER SCHEDULE.—
W� MAX: "'B"IMIN. "N' BARS'
.w� —
7-3" 2
2.
2' -10 -
LOADING
1. SEISMIC, 5% DAMPING 0 1 SECOND
ACCELERATION Ce-0.187Wt.
2. SEISMIC LOADING. EXCEEDS ALL
WIND LOADING FOR EXPOSURE C.
100mph AND LESS.
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ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East Badillo Street • Covina • CA 0 91723-2115
MUM (r,26) 938-1595 • Facsimile (626) 938-0485 eng/nee,lnp excellence since /g5]'
3" CLR.
7YP.
D 5-20-13
S-1.9
#6255