13-1027 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:13-00-00-10.2_7_)
Property Address: 80690 VIA MONTECITO
APN: 772-410-999-71 -298944-
Application description: WALL/FENCE
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 6800
Titit
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Engineer:
Owner:
CATHY SPELAR
80690 VIA MONTECITO
LA QUINTA, CA 92253
Contractor:
JEHA CONSTRUCTION,
3089 SANDSTONE ROAD
ALAMO, CA 94507
(925)250-4038
Lic. No.: 410408
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/15/13
w u
=15OF t.q QUINTA
FINANCE DEPT
------------------------------------------------------------------------------------------------—
LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION
I here affirm under penalty of perjury that I am Ii ed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations:
Sectio 7000 of Division 3 of the mes fessi als 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: 13 ense No.: 410408 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
i 7 issued.
._..Date : i Contra . (: _ 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
oessions
DER DECLARATION insurance carrier and policy number are:
I hereb affir under penalty of perjury that I afirm the Contractor's State License Law for the Carrier EXEMPT Policy Number EXEMPT
followi g reason (Sec. 7031 .5, Business and Pre: 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 anior to its issuance, also requires the applicant for the AING:FAILURE
on in any manner so a be ubject to the workers' compensation laws of California,
permit to file a signed statement that he or she suant to the provisions of the Contractor's State agree that ' s I e e subje to the workers'. compensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 0 of the bor Cod I sh forthwith mpl with those provisions.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 byany applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars IS5001.: C Dat�pplant:
I, as owner of the property, or my employees with wages as their sole compensation, will do the work, andthe structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WAR TO SECURE WORK ERS'COMP JSATIVN 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 PENALTIESIL 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.).
(_ 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 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
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
9999II���'rmit to cancellation.
I certifh a read this application d s e that the'ab�c'tion is correct. I agree to comply with all
city ty rdinances and state law rat
p ild' g constr ion, and hereby authorize representatives
oft s coy y t enter:upon_the_above-mentione rope for inSpectio purposes.
'l�
Application Number . . . . . 13-00001027
Permit . . . WALL/FENCE PERMIT 2013
Additional desc . .
Permit Fee . . . . 61.49 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 6800
Expiration Date . . 2/11/14
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
113LF OF 61.GARDEN WALL AT WEST PROPERTY
LINE [ANGELUS SPECIFICATIONS] 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 61.49 .00 .00
61.49
Plan Check Total .00 .00 .00
.00
Other Fee Total 61.06 .00 .00
61.06
Grand Total 122.55 .00 .00
122.55
LQPERMIT
Bin #
City-of La Q uin to
Building 8r 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: oo 9 Q �` �ff�jl/�
Owner's Name: C A S
A. P. Number:
Address: 60 (0 � 0 N �
Legal Description:
City, ST, Zip: L �� i ZZS
Contractor: Ph
:::>:: •:
����<'•>�#`'`:`:`''.:.:>�<''�::«;-<::
Address:Q�J
-telephone:
Project Description: �UG�
City'; ST, Zip: l Z7 S
Telephone: ?�7 2� 05q
<' ,. ..::.,•::: •:::.,.,..::,.,,.::::..::::• ..:
,,LL
State Lic. # : 7l U ypk
City Lic. #•:
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone:
XXX
Construction Type: Occupancy:
Lic. #:
Add n; Alter Repair Demo tYPa circle one): New
Name of Contact Person:
Sq. Ft.:
T#Stories:
#Units:
L/
Telephone # of Contact Person: ZS — 2 -" L/0-36
I Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
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 3alance
Title 24 Calcs.
Plans picked up
Construction,
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2pd 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
049
ca. Mr-
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
6' to 8' High Site Wall
Trench Footing - C o 85mph
60 Wide CMU
DESIGN CRITERIA:
c -u I J -D 'c
1. DESIGN CRITERIA PER 2010 CBC
2'-0"
2 -4" *
14
2. ALLOWABLE SOIL BEARING PRESSURE — 1500psf
OPTIONAL WALL CAP
3'
2'
- _ Ct_J
2' 6 ' ': I
T LA
3. ALLOWABLE SOIL PASSIVE PRESSURE - 150pcf
4. COEFFICIENT OF FRICTION — 0.25, COHESION = Opsf
8'-0• /4040"o.c. /4036"o.c. A' 406"o.c. 409'o.c.
5. CANTILEVER ACTIVE = 30pcf
!t du 8t :SAF[- ! !_�C� ( .
t
6. MASONRY COMPRESSIVE STRENGTH, f m = 1500psi. SPECIAL INSPECTION
2'
... * --DATE
IGNED 5-20-13
NOT REQUIRED PER CBC SECTION 1704.1 EXCEPTION 3, 'U' OCCUPANCY.
ANDERSON DESIGN GROUP
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
Structural Engineering Building Design
PROJECT SPECIFIC SITE.
STD. LADDER TYPE
228 East Badlllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
NOTES:
I5 S70 FOR SLUMPSTONE)
#6255
f
ongine•��ng e"es��ence since X 951"
JOINT REINF. AT TOP COURSE,
1
DATr f I�
L 0
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
AT FIRST COURSE, AND 24"o.c.
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
WARE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
6" WADE (NOM.) CMU
GROUT CELLS
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi O 28 DAIS, UNLESS
w/ REINF.
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS 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.
a
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
'X' BARS PER
T TV)
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
SCHEDULE 0
0:
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
CTR. OF WALL
w
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY
CL
REQUIREMENTS OF ASTM C270.
SETBACK
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
IT PER
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
SCHED.
2000psL
Y BARS PER
7. FIRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
SCHEDULE LAP
IS PLASTIC.
PER 'L'
I
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
i
1
VERTICAL CONTINUITY OF THE CELLS.
F.G.
U j N
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
Z
I E5
40'-0"o.c. OR 20'—O'o.c. IF WALL IS TO BE STUCCO COATED OR
WET—SET FIRST
o
MORTAR WASHED
COURSE
2 M AX
!
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
2—M4 CONT.
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
1
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS
P
SEE DETAIL SHEET 5-5.1.
w
MINIMUM DEPTH 0 0 SLOPE
i a
SLOPE SETBACK'
i
2 :1 Z-6 1 2 —0
CONT. CONC. FTG
t 8" 1 5'—O• WN.
3 :1 2'-0 —
CONT, TO DAYLIGHT
MASONRY FENCE WALL SCHEDULE
'H' MAX. X BARS IREINF.WALL BARSES$/
L' STEM '0' MIN.
i
LON
10' LONG CMU 1p" G CMU TYPE PER 5-2.0 1e" LGNG CMU 18" LONG CMu
F.
6'-0" #4048"oc. #4054"0.0.A 4024"o.c. I #4027*o.c. 1
'B'
2-0 3-2�
r
4048"o.c. I 14054"o.c. I
2'-0" I 2'-3."
y
6'-8" //4048"o.c. #4045"o.c. " wio D.C. wqwlo D.C.
c -u I J -D 'c
B 4048 o.c. 4045"o.c.
2'-0"
2 -4" *
14
T 'A 016"o.c. 4018"o.c.
-4" #4048"o.c. #4045'o.c. 'B' 'o.c. 4045"o.c.
3'
2'
- _ Ct_J
2' 6 ' ': I
T LA
Q
C
8'-0• /4040"o.c. /4036"o.c. A' 406"o.c. 409'o.c.
3'
!t du 8t :SAF[- ! !_�C� ( .
t
B a5a0 o.c. i #4036'o.c.
2'
... * --DATE
IGNED 5-20-13
ANDERSON DESIGN GROUP
Structural Engineering Building Design
F011 CUNTl=iJC 014
�� • �T
` Q
228 East Badlllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
I (
1b
#6255
f
ongine•��ng e"es��ence since X 951"
1
DATr f I�
L 0
U
swdc ca, W.
sine. &19484
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
,END OF WALL
8' High Max. Site Wall
C ® 85mph
6" Wide CMU
1 101
5x HF 5xHF A 5x HF
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPESA &
1
TOTAL WALL LENGTH
5 x HF MIN.
5 x HF MIN.
TYPICAL
0&@
RREREINFORCED WALL STEM TYPES ELEVATION
WALL TYPES yy^
ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East Badlllo Street • Covina • CA • 91723-2115
(626) 938-1595• Faesimlle (626) 938-0485
nnglneeN q _0- .1- 1951'
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#6255
e
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATA6BY-4-j
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