BWFE2016-0127/
/
Q i
78-495 CALLE TAMPICO D VOICE (760) 777-7125
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 6/21/2016
Application Number: BWFE2016-0127
Property Address: 53707 FREMONT WAY
APN: 767710011
Application Description: DISCOVERY BUILDERS / 4' BLOCK WALL AT TRANSFORMER
Property Zoning:
Application Valuation: $2,195.00
Applicant:
FARWEST MASONRY LLC
OUTSIDE CITY LIMITS
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 Professions Code,
and my License is in full force and effect.
License Class- 8 CC2/9. D06 License No.: 99442266111
Date: lD l ` �1 Contractor: -,Ei� / re ,
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).:
(_) 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:
Owner:
COUPLES
53707 FREMONT WY
LA QUINTA, CA 92253
Contractor:
FARWEST MASON
P 0 BOX 2972
INDIO, CA 92202
(760)834-8109
Llc. No.: 994261
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.
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 insurance carrier and polity number are;
Carrier: Policy 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 Section 3700 of the.Labor Code, I shall forthwith
comply {w� it/h/y/hoose provisions.
Date: "' [ `T Applicant:
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 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-mentigned property for inspection purposes..
R
Date: (/�y Signature (Applicant or Agent):
r
,' %DESCRIPTION '.
FINANCIAL RIVIATION
"" 'ACCOUNT':, " ° h.
QTY
' •, .. yAMOUNT; 3•.' PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$1.00
6/14/16
PAID BY
°METHOD ,, ,
€ -RECEIPTS#
- 'CHECK #
CLTD BY ""
FARWEST MASONRY LLC
CHECK
R16299
4191
SKH
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:
$1.00
$1.00
:'OESCRIPTION� �� Y
;ACCOUNT
r
QTY
,AMOUNT-.
`PAID
'PAID DATE=
RET WALL <=12 - FIRST 100 LF
101-0000-42404
0
$47.86
$47.86
6/14/16
.. ; PAID BY , '
METHOD ; , °"
', " RECEIPT #
CHECK #
CLTD BY
FARWEST MASONRY LLC
CHECK
R16299
4191
SKH
:DESCRIPTION '
'ACCOUNT
QTY
AMOUNT',a..
PAID z .'
PAID DATE
RET WALL <=12 - FIRST 100 LF PC
101-0000-42600
0
$60.91
$60.91
6/14/16
. PAID BY s
METHODS
:_'RECEIPT #
CHECK #
CLTD BY.
FARWEST MASONRY LLC
CHECK
R16299
4191
SKH
Total Paid for RETAINING WALL:
$108.77
$108.77
TOTALS:0•
0•
Description: DISCOVERY BUILDERS/ 4' BLOCK WALL AT TRANSFORMER
Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: ISSUED
Applied: 6/14/2016 SKH
APPROVED
Approved: 6/14/2016 SKH
Parcel No: 767710011 Site Address: 53707 FREMONT WAY LA QUINTA,CA 92253
Subdivision: TR 33076-2 Block. Lot: 98
Issued: 6/14/2016 SKH
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $2,195.00 Occupancy Type: Construction Type:
Expired: 12/11/2016 SKH
No. Buildings: 0 No. Stories: 0 No. Unites: 0
FARWEST MASONRY LLC
Details: 2' RETAINING WALL 6' FROM TRANSFORMER [ANGELUS SPECIFICATIONS 5-1.7] PRECISION CONCRETE BLOCK SHALL BE COVERED
WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
Applied,to Approved
t�aApproved to Issued
NAME TYPE
NAME
ADDRESSI
CONTACTS
CITY" STATE ZIP "
PHONE
FAX EMAIL
APPLICANT
FARWEST MASONRY LLC
OUTSIDE CITY LIMITS
CONTRACTOR
FARWEST MASONRY LLC
P 0 BOX 2972
INDIO CA 92202
OWNER
COUPLES
53707 FREMONT WY
LA QUINTA CA 92253
Printed: Tuesday, June 21, 2016 1:11:21 PM 1 of 2
' SYSTEMS
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED
RESULT REMARKS NOTES
DATE DATE
-
FOOTINGS 1FU 6/21/2016 6/21/2016
DISAPPROVE INCORRECT STEEL SPACING AND FOOTING
D WIDTH. USE DETAIL "A" PER PLAN.
ATTACHMENTS
Printed: Tuesday, lune 21, 2016 1:11:21 PM 2 of 2,.
SYSTEHIS
Bin
Permit #
�UV .. (; I2
Project Address: 53 -, 0-1
City of La Q uin to
Building & Safety Division
78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Owner's Name:
A. P. Number:
1-o, QUt n' e, t LW I n253
Address:
Legal Description:
City, ST, Zip:
Contractor: L
t
ele
lephone:
Teny P o ne.
Address:
Project Description:
City, ST, Z
ip: \0
(9 \J
�t
9l/ ��a oc
Telephone:
State Lic. # 1, a(� Ike
Arch., Engr., Designer:
city Lic. #.-. 0104 t:(:::::::
Address:
City.,. ST, Zip:
Telephone: h
one:
Construction T e: Occupancy:
Type: P Y:
State Lic. # •
Project type (circle one):* New Add' n Alter Repair Demo
Name of Contact Person: D
Sq. Ft.:
# Stories:
#Units:
Telephone # of Contact Persom-400- 5 _ -0120
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
N
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 Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" 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 orpermit issue
School Fees,
qq
Total Permit Fees
Q� V
0
M
*b'A
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATEk' W41 13Y_J:�K
I,
LOADING
01- 1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs-0.33Wt.
'4®i6"oie. 4�8'o:c: _ 4'-0". _..�,-3...__. _1.-0"
ANDERSON DESIGN GROUP
Structural.Engineerfng • Building Design
228 East Badlllo Street • Covina • CA • 91723-2115
.... ~: (626) 938.1595 • Facsimile (626) 936-0485
" "ang/ncenny BxcelfenGa nn,ca 1959"
DATE SIGNED 3-10-16
S-1 CLQ .
#6255
2' to 6'' High Retaining Wall
Level Backfill
.LOCKCO,INC.
8' Wide CMU
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM ^' --— —
DESIGN CRITERIA:.
1. DESIGN CRITERIA PER 2013 CBC i'
2. ALLOWABLE SOIL BEARING PRESSURE _. 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf3
r
i i h
{� w H' 12"
4. COEFFICIENT OF FRICTION - 0.25, COHESION a Opef
S. CAN ACTIVE = 30pcf NO SURCHARGE
3 ,,.r
i,i jj i :,jf;�y.,` i �w s Il:';'1
+
DISTANCE TO EDGE
6. MASONRY COMPRESSIVE STRENGTH, fm = 1500ps1. SPECIAL 'iNSPEC QN
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. .
1
OF
NEAREST ADJACENT
FOUNDATION
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA F. THE
PROJECT SPECIFIC SITE. _BY
NOTES:
BACKFILL-..... •
4: REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
WELL -GRADED; CLEAN
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
COMBINATION TION .'GRAVEL
COMBINATION
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. •
� USC= GW,GP OR SW,SP
2. NOT USED.
OPTIONAL WALL CAP
e
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500ps1 ® 28 DAYS, UNLESS"
OTHERWISE REQUIRED BY SOILS REPORT.
#4 HORIZ. 024"o.c
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90.. ANGELUS
BLOCK PRECISION, SPLIT FACE; BURNISHED, OR SHOTBLAST, OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
8" WIDE (NOM.) CMU
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
FULLY GROUTED -
MANUFACTURED BY E -Z MIX INC.. CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY
'X' BARS PER
REQUIREMENTS OF ASTM C270.
SCHEDULE - --
o
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP,
'X' BARS PER.
W
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
SCHEDULE
2000pa1.
LAP 24" MIN.:
•
w
'FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
EL
IS PLASTIC.
4"0 SDR 35 PERF. PIPE w/
1c.1. 3/4" GRAVEL WRAPPED IN
2j- OUTSIDE FACE
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
MIRAFI 14ON FILTER FABRIC-
OF BLOCK TO
4
VERTICAL CONTINUITY OF THE CELLS.
SLOPE TO DRAIN. WATERPROOF,
OF VERT, TYP.
BACKSIDE OF RETAINING'WALL - -
9. 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
F.G..
WET -SET FIRST
10. NOT USED.
COURSE =
-
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
N4 CONT; 012'o.c:
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL .
2-#4 CONT. to
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE. BLOCK-OUT DETAILSCONT.
CONC. FTG.
3"' CLR,.
SEE DETAIL SHEET S-5.1.
Y' BARS PER Cly.
TYO.
v
13: 00 NOT PLACE FOOTING WITHIN 5'=0" OF A SLOPE
SCHEDULE TYP.
- ... _.._
CONC. KEY
...
MASONRY RETAINING WALL SCHEDULE
ALIGN WITH O=• 12"
X 'BARS
FACE OF WALL
'H` UY' BARS 'B' MIN. C' MIN. D'
• 18 ,LONG q1:
'
VMlw
2 -0 4032 ox. I N/A 1 1'-57 1 1 NIA, 0'-6.
- PER.'SGNE.DULE
LOADING
01- 1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs-0.33Wt.
'4®i6"oie. 4�8'o:c: _ 4'-0". _..�,-3...__. _1.-0"
ANDERSON DESIGN GROUP
Structural.Engineerfng • Building Design
228 East Badlllo Street • Covina • CA • 91723-2115
.... ~: (626) 938.1595 • Facsimile (626) 936-0485
" "ang/ncenny BxcelfenGa nn,ca 1959"
DATE SIGNED 3-10-16
S-1 CLQ .
#6255
BLOCK co, INC.
Since1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
-END OF WALL
LL
X
X
8'. High Max. Site Wall
I C a 100mph
Risk Category I
.6" Wide CMU
1 5 X
RETURN -R?,
5 �.W
TYPICAL REINFORCED WALL STEM TYPES PLAN
WA . LL TYPES( A
TOTAL WALL LENGTH
5 x Hr MIN.
I.
P.T.G.
TYPICAL REINFORCED WALL STEM TYPES ELEVATION
WALL TYPES: (],"ITY OF LA QUINTA
EJR-DING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
5 x HF MIN.
ANDERSON DESIGN 'E"Ro 13Y
Structural Engineering . Buildf,
228 East Baddlo Street • CavIna a CA - 91723-'21-15
(626) 938-1595.Facsimile (626) 938-0485
DATE SIGNED3-10-16
S-2.'OLQ
#6255