BWFE2018-020078-495 CALLE TAMPICO C 0 D 4v�U�tJ
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number:
BWFE2018-0200
Property Address:
80875 VIA PORTOFINO
APN:
777140012
Application Description:
MACDONALD / 150LF BLOCK WALLS
Property Zoning:
Application Valuation:
$16,800.00
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
JOHN AND LINDA MACDONALD
LA QUINTA, CA 92253
Date: 9/14/2018
Applicant: I MINVd3a IMNOBA30 V NOIS30 M CONSTRUCTION
Contractor:
MICHAEL JEHA CONSTRUCTION d1NIn0yJ30 u(� JEHA
53408 VIA PISA 53408 VIA PISA
LA QUINTA, CA 92253 BIOZ h l d3S LA QUINTA, CA 92253
(925)250-4038
Llc. No.: 410408
--------------------------- 0 ---------------- d -------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provision YCilapter
9 {commencing with Section 70001 of Division 3 of the Business and P ssions Code,
and my License is in full force and effect.
License Class: B License No.: 410 8
l `� ConVact
OWNER -BUILDER DECLARATION
N J
I hereby affirm under penalty of perjury that I am exemp a 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, 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, 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 Ad
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
C
ermit is issued.
l maintain workers' compensation insurance, as required by
ecr Code, for the performance of the work for which this permit
is issmpensation insurance carrier and policy number are:
Carriolicy Number:
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 Sectip 00 of the Labor Cod hRif orthwlth
compI Eh those provisions.
; A nt:
WARNING: FAILURE TO SECURE WORKERS' COM ENSATION C VERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMiNA PENALTIES ND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). ❑N 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 Building Official 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 county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the
above -mentioned property for inspecUPAIVrposes.
SM
Application Number:
BWFE2018-0200
Property Address:
80875 VIA PORTOFINO
APN:
777140012
Application Description:
MACDONALD / 150LF BLOCK WALLS
Property Zoning:
Application Valuation:
$16,800.00
Applicant:
MICHAELJEHA CONSTRUCTION
53408 VIA PISA
LA QUINTA, CA 92253
Owner:
JOHN AND LINDA MACDONALD
LA QUINTA, CA 92253
Contractor:
MICHAEL 1EHA CONSTRUCTION
53408 VIA PISA
LA QUINTA, CA 92253
Date: 9/14/2018
(925)250-4038
Llc., No.: 410408
------------- ----------------------- - - - - -- _ - - -- = ----------------------------------
Detail: 150LF OF V ANGELUS 5-1.2LQ AND 4 PILASTERS 5-1.91-Q [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO,
PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE,AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE
LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2016 CALIFORNI
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$15.60
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$52.01
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$65.02
Total Paid for BLOCK WALL: $132.63
DESCRIPTION
ACCOUNT
CITY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
TOTALS:
--- C'; E.\4 .:{"rirr i)t:r ElYt• --•
PERMIT #+
PLAN LOCATION:
Project Address: D
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN #:
Applicant Name: �h
Address:EMQJ�� Via A tc)
City, ST, Zip:
Telephone:
Email: °
, UO
Valuation of Project $ ���
"
Contractor Name: �S
New SFD Construction:
Conditioned Space SF
Address:
City, St, Zip
Garage SF
Telephone:
Patio/Porch SF
Email:
Fire Sprinklers SF
State Lie: 5,416 U City Bus Lie:
Arch/Eng Name:
Construction Type: Occupancy:
Address:
Grading:
City, St, Zip
Telephone:
Bedrooms:
Stories:
# Units:
Email:
State Lie: City Bus Lie:
Property Owner's Name: Jp'� n mac- t)o»d) d
New Commercial / Tenant Improvements:
Address:' d22 02 IA::�C7
Total Building SF
City, ST, Zip LW
Construction Type: Occupancy:
Telephone:
Email:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
OFFICE USE ONLY
#
Submittal
Req'd
Ree'd
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
PaeLOCK CQ, INC.
Slnca 19d6
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE - 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE # 150pcf
4. COEFFICIENT OF FRICTION = D.25, COHESION r Opsf
5, CANTILEVER ACTIVE = 30pcf
B. MASONRY COMPRESSIVE STRENGTH, Vrn = 1500psI, SPECIAL INSPECTION
NOT REQUIRED PER CDC SECTION 1704.2. EXCEPTION 2, '11' OCCUPANCY.
7, USER: TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 6D, PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INEHES, 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 m 2500ps1 0 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNfTS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAT] JOINTS (TONGUE -AND -GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREHLENDED MASONRY MORTAR AS
MANUFACTURED BY E-2 MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270. OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E-2 MIX INC.. CONFORMfNG TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000pa1,
7. FIRST OOURSE 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.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAX(KrUM OF
40'—O"o.c. OR 20'-O"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
0, GROUT ALL CELLS WITH REINFORCEMENT.
11. tNSPECTIONS: A. AFTER FOOTING IS READY FOP CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
2. FOR TYPICAL FOOTING STEP AND DRAINAGE BLQCK-OUT DETAILS
SEE DETAIL SHEET S-5.1.
MASONRY FENCE WALL SCHEDULE
'H' MAX.
X BARS
D' MIN.
is' LONG cmu
19 LONG CMuemu
4W o.c.
'2- 4
2'-7"
7'-4'
8` "0"
4e924 p,G
4027"o.c.
2'-10"
WALL DESIGN 15 ADEQUATE FOR 2:1 MIN, SLOPE
WITH NO SETBACK,
GHL INC.
-x.11'.1-!I�i::; 'r•::: ^)rPIC;:II�Iil:kl:'vii
:EiN'rnsf 8adlf!n 5lr"�1 [ov}na, CA 91."%r3 ,
f G1609048r,
VNhvV.(1IIrc"d3.C�':I
6' to 8'
Trei
C0
Risk
6" 1
OPTIONAL WALL CAP —1
igh Site Wall
h Footing
amph (ult)
;ateaory I
ide CMU
6 STD. LADDER TYPE
.#S STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE,
AT FIRST COURSE, AND 24"O.C.
6' WIDE (NOM.) CMU
r
GROUT CELLS -
W/ REINF.
r
.wJ
'X' BARS PER
SCHEDULE 0
CTR. OF WALL
g
a
SETBACK
OWLS. TO MATCH
VERT. REINF. LAP- --
—
24" MIN.
F:G -
z
J
+�
w
WET -SET FIRST '
COURSE ___
_
f - if%-•;
o
} n-::
�-
2-#4 CONT.
CONT. CONC. Fit:.
CITY OF LA-QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A C,L,,, DATE: 04/27/2017
EIF
B" 5'-0" MIN.
CONT. TO DAYLIGHT
DATE SIGNED 4-12-17
S-1.2LQ
#16-077
Z w
9
CL
swcx ca, Imc.
Sln[c l4A6
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 C80
2. ALLOWABLE SOIL BEARING PRESSURE = 1500paf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION - 0.25. COHESION - Opsf
5. CANTILEVER ACTIVE - 30pcf
S. MASONRY COMPRESSIVE STRENGTH, f m - 1500pul. SPECIAL INSPECTION
NOT REQUIRED PER C8C SECTION 1704.2. EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRAVE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES. WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. NOT USED.
6'-8" to 8'
Seismic,
16"or2,
OPTIONAL WALL CAP
CMU PILASTER, SOLID GROUT
(16" SHOWN) - --- - -
31"OUTSIDE FACE
OF BLOCK TO
4 OF VERT
3. STRENGTH OF CONCRETE FOR FOOTINGS - 2500pel 0 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS 2-#4 VERT. BARS
BLOCK PRECISION, SPLIT FACE. BURNISHED, OR SHOTBLAST, OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PRESLENDED MASONRY MORTAR AS
MANUFACTURED SY E--Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, DR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E--2 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
2000paL
7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
B. NOT USED.
9. PROVIDE EXPANSIO.N / CON iROL JOINT ON EACH SIDE OF PILASTER
WHERE INTERSECTING BLOCK WALLS OCCUR.
10. NOT USED,
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. OP11ONAL ADHERED VENEER (MAX WFJGHT=10psf) MAY BE APPLIED
TO EACH FACE OF PILASTER. INSTALLATION BY OTHERS.
MECHANICALLY -ANCHORED VENEER IS NOT PERMITTED.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
16816 OR 16616 CMU
MASONRY PILASTER SCHEDULE `�_ PILASTER, SOLID GROUT
to 4
24 3'.-4 5 W -16' SQ.
24" 3"-6" 5
E-4
16" 3' "3" 5 d w
24' 4 _O^ 6 w
LOADING d
1. SEISMIC, 5% DAMPING & 1 SECOND w w
ACCELERATION Cs=0.33WL
2. SEISMIC LOADING EXCEEDS ALL --
3omph ANDGLESS. WIND FOREXPOSURE C," 31c"
4*tGFII
rINC,
Wdllln S
YIF�CC�t II LCuOV;Inina,leCAM
I�MIr- ?83& i555
0445
Qe
DWLS, TO MATCH
VERT. REINF. LAP
24" MIN.
WET -SET FIRST
COURSE
'N'--#4x'B'- „
LONG EA. WAY
CONIC. FTG.
8" WIDE (NOW)
CMU PILASTER,
SOLID GROUT ALL CELLS
CENTER VOID OPEN
OR SOLID —GROUT
'W'=24" SQ,
A PILASTER SECTION
" High Pilaster
d Footing
% 0 1 second
CMU Pilaster
34" OUTSIDE FACE
OF BLOCK TO
OF VERT
5
U
= y
w
a
EQ.
N
3" CLR.
SQUARE MIN. TYP.
4 SCHEDULE
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY A. DATE: 04/27/2017
N�
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* EXP. 9-30-18
DATE SIGNED 4-12-17
S-1.9LQ
#16-077
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