BWFE2016-020052471 Avenida Martinez
BWFE2016-0200
78-495 CALLE TAMPICO C 0 D iltIi ICt/
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number: BWFE2016-0200
Property Address: 52471 AVENIDA MARTINEZ
APN: 773301013
Application Description: ROBERT GALTRAN / BLOCK WALL
Property Zoning:
Application Valuation: $3,000.00
Applicant:
HENRY'S MASONRY INC
P O BOX 5185
I i!IPITf,
I
CA 92248
(r "T4Ui' tal.
a
ne
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: C29 License No.: 704270
Date: '!' Contractor:
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.).
(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.).
( I 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
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 9/13/2016
Owner:
AGUILAR-GALCERAN MELISSA/ GALCERAN ROBERT
52471 AVE NIDA MARTINEZ
LA QUINTA, CA 92253
Contractor:
HENRY'S MASONRY INC
P 0 BOX 5185
LA.QUINTA, CA 92248
(760)775-6807
Llc. No.: 704270
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 th rk for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Se o 700 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: EVEREST NATIONAL INSURANCE COMPANY Policy Number: 7600015981
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 3700A0Labor Code, I shall forthwith
comply with those provisions.
Date: Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COV AGE 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 c&nter upon the
above-mentioned property for inspection purposes.
Date: 171 Signature (Applicant or Agent)j
Application Number: BWFE2016-0200
Property Address: 52471 AVENIDA MARTINEZ
APN: 773301013
Application Description: ROBERT GALTRAN / BLOCK WALL
Property Zoning:
Application Valuation: $3,000.00
Date: 9/13/2016
Owner:
AG ALAR-GALCERAN MELISSA/ GALCERAN ROBERT
52471 AVENIDA MARTINEZ
LA QUINTA, CA 92253
Applicant: Contractor:
HENRY'S MASONRY INC HENRY'S MASONRY INC
P O BOX 5185 P 0 BOX 5185
LA QUINTA, CA 92248 LA QUINTA, CA 92248
(760)775-6807
Llc. No.: 704270
---------------------------------------------------------------------------------------------
I!+i'.iiiv�
Ul u"ii:'T3JLF OF 6' GARDEN WALL (ANGELUS SPECIFICATIONS] PRECISION CONCHEi E BLOCK SHALL Bet6 FRED WITH STUCCO, PAINT,•OR TEXTURED
COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
ti
DESCRIPTION
FINANCIAL INFORMATION
ACCOUNT.
QTY
.AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:
$1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE.- FIRST 100 LF
101-0000-42404
0
$47.86
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91'
Total Paid for FENCE OR FREESTANDING WALL: $108.77
0
Bin rr
Permit
vl FRE
Project Address: 5a y'1 U
.
City-of La Quints
Building 8i; Safety Division
78.-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
/ v A 2 Owner's Name: ReGer f-
A. P. Number:
Address: S 7 /I 141' / k%e 2-
Legal
Legal Description:
City, ST, Zip: t
ntra
Co ct or. O
s k
, W
e s y
T n e.
ele ho
P
Address: Q 60 SSf-C
z;c kele
Project Description:
City' ST, Zip:CL CJ e
—
/ e" J q U
Telephone: e } ne
o . 6 9<5 s.
:
t
w c S
State Lic. # : —)o ? c)
City Lie. #:
Arch., Engr., Designer:
Address:
a
City, ST, Zip:
Telephone:
P o .
aney
Constructiontruction Type: Occupancy:.
..
State Lti #
t c. .
Project type (circle one) New Add'n Alter Repair r De m 0
Name of Contact Person:
Sq. Ft.: V LF
I # Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project: 3 0-ty43
APPLICANT: DO NOT WRITE BELOW THIS LINE
H
Submittal
Req'd
Rcc'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cafes.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cales.
Called Contact Person
Plan Check Balance •
Title 24 Cafes.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections/issue
Electrical
SubcontactorList
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
14.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'`d Reyiew, 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,
1
Total Permit Fees
CORNER LOTS
c -
Curb
-FT
s.
t X X XX X X.X X.><.x X X X X.X..x X 30'
25' 10'X
X
X
X 30'
-e
w
\Be4o
3
o
X
Id
X
oI X A
X
X
X
I AI X •4
X
collr X
X
X
X 10
Z\l
X X cf)
X I I
X
4.5' Maximum. Height
X X X X X X X X. 5'. Max irnum Height
6' - Maximum H eig': h t
Measured from adjacent street pavement'
D 12ff- 6 t
('el P f -ecl -,
-2-
EXHIBIT A
- Property
Lines
09
6` to 8' High. Site Wall
Trench Footing - C a 100mph (uit)
BLOCK,,,,. Risk Category I
shme
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6" Wide CMU
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 CBC
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 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
is REINFORCING vyma 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 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.
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
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
i2000ps1.
- 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.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-O'O.C. OR 20'-O"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. S. 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.
SLOPE
'Y' BARS PER
OPTIONAL WALL CAP'
SCHEDULE LAP
PER 'L'
"i
z
w
F.G.
8 STD. LADDER TYPE._.
,5 STD FOR'5LUMPSTONE)
U
( j C
JOINT REINF, AT TOP COURSE,
AT FIRST COURSE, AND 24"o.c. , ;;<
<..
!
WET -SET FIRST '
C
o
COURSE
'
6' WIDE (NPM.) CMU
r`I .:
GROUT CELLS.
w/ REINF.
.,."
>
n
W
J
X W
a
'X' BARS PER
ut
SCHEDULE 0
?
CTR. OF WALL
a
SETBACK
PER
SCHED.
'Y' BARS PER
SCHEDULE LAP
PER 'L'
z
w
F.G.
U
:::
f
v
w
WET -SET FIRST '
o
COURSE
J.
2-#4 CONT.
• U
CL
CONT. CONC. FT G.-1----' ) B' 5'-0" MIN. I
CONT. TO DAYLIGHT
H' MAX. , onno
111' LGNG CMU 78' LONG CMU hPE PER 5-2.0 i8' LGNG CMU 18' LDNG CMU 'L' STEM 'D' MIN..
6'-0° X4048"o.c. X4054"o.c. ego O.C. 4®27 o.c. 2'-0" 2-10
' 6'-8" I #4048"o.c. I #4045"o.c. II j- 4®16 o.c. l MR 2.2. 1 Y -O" 1 3'-0"
7 -4" I #4048'o.c. I #4045'o.c. o.a. I o • -vn I o -c c 1
'o• u n e n'T—'el
"-0*I #4,040"o.c. I #4036"o.c.
_ ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badlllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
eng,neenn9 exce++ence s+nce ! 957"
P
DATE SIGNED 3-10-16
S-1.2LQ
#6255
VRL*OCK ONJNQ
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
END OF WALL
i
8' High Max. Site Wall
C o 100mph
Risk Category I
s" Wide CMU
5xHF,. 5x HF
v _
a i -
ox .
o _
4
O
O O ' B`
x
A. 777
o
RETURN TYP;
5 x HF 5 x;HF O 5 x HF
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES ^
TOTAL WALL LENGTH JI
4
5 x
5 x .HF MIN.
IJ