BWFE2016-0118Y e
f
W
VOICE (760) 777-7125
78-495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 COMMUNITY DE �O EN. DEPA'RTMEN INSPECTIONS (760) 777-7153
BUI G PERMIT
MAY 2 3 2016 Date: 5/23/2016
Application Number: BWFE2016-01180 0 ner:L
Property Address: 51985 AVENIDA DIAZ COMMUNITY DEVELOPMENTDEPARTMEN T DYCK
APN: 773155023 985 AVENIDA DIAZ
Application Description: DYCK RESIDENCE / BLOCK WALL LA QUINTA, CA 92253
Property Zoning:
Application Valuation: $5,000.00
M1LQL Contractor:
Elkirl)YCK
51985 AVENIDA DIAZ
LA QUINTA, CA 92253
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: License No.:
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
Llc. No.:
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 policy 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 with those provisions.
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 Date: Applicant:
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 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
($50 .: AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
(,) I, as owner of the property, or my employees with wages as their sole ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
compensation, will do the work, and the structure is not intended or offered for sale. COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not INTEREST, AND ATTORNEY'S FEES.
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
hyy she did not build or improve for the purpose of sale.).
(r) I; as owner of the property, am exclusively contracting with licensed contractors
111to 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 • ontractors' State License Law.).
( ) I am exempt under Sec. B.&P.C. for this reason
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
Lender's
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 ypon the
above-mentioned property for inspection purposes. 7
Da�j�Signature (Applicant or Agent):
DESCRIPTION
FINANCIAL .1,
ACCOUNT QTY AMOUNT PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306 0 $1.00 $0.00
PAID BY
METHOD RECEIPT # CHECK #
CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for FENCE OR FREESTANDING WALL: $108.77 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RET WALL <=12 - FIRST 100 LF
101-0000-42404
0
$47.86
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RET WALL <=12 - FIRST 100 LF PC
101-0000-42600
0
$60.91
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for RETAINING WALL: $108.77 $0.00
TOTALS:0•
Description: DYCK RESIDENCE / BLOCK WALL
Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: APPROVED
Applied: 5/23/2016 MFA
APPROVED
Approved: 5/23/2016 MFA
Parcel No: 773155023 Site Address: 51985 AVENIDA DIAZ LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 32 Lot: 11
Issued:
UNIT 2
Lot Sci Ft: 0 Building Sci Ft: 0 Zoning:
Finaled:
Valuation: $5,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 100 LF OF 6' GARDEN WALL (CITY AND ANGELUS SPECIFICATIONS) AND 50 LF OF RETAINING WALL PRECISION CONCRETE BLOCK
SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA
BUILDING CODES.
CONDITIONS
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD
BY
BSAS S61473 FEE 1 101-0000-20306 0 $1.00 $0.00
Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00
BSA:
Printed: Monday, May 23, 2016 3:05:43 PM 1 of 2 C SYSTEMS
INSPECTIONS
PARENT PROJECTS
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES
DATE
Printed: Monday, May 23, 2016 3:05:43 PM 2 of 2 CN?W.'Y'STEMS
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
WALL/FENCE - FIRST
101-0000-42404
0
$47.86
$0.00
100 LF
WALL/FENCE - FIRST
101-0000-42600
0
$60.91
$0.00
100 LF PC
Total Paid for FENCE OR FREESTANDING WALL: , $108.77 $0.00
RET WALL <=12 - FIRST
101-0000-42404
0
$47.86
$0.00
100 LF
RET WALL <=12 - FIRST
101-0000-42600
0
$60.91
$0.00
100 LF PC
Total Paid for RETAINING WALL: $108.77 $0.00
TOTALS:00
INSPECTIONS
PARENT PROJECTS
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES
DATE
Printed: Monday, May 23, 2016 3:05:43 PM 2 of 2 CN?W.'Y'STEMS
Bin
—M-
_ 1...
.� fir—
Project Address:
rojectAddress: '19S5 V
City of La Quanta
Puitdin; 8t Safety Division
78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
heenPBuilding Permit Application and Tracking Sheet -
dc%_'Nc\,1 Owner's Name: D Lk
A. P. Number:
Address: 519S ` .�
Legal Description:
w
City, ST, Zip: Le, u (Y1��•, C
Contractor: \
N
Telephone:
Address:
Project Description: Gk wa
City, ST, Zip:
Telephone:
ne•
Po . h
� 1
W
State Lic. # :
City Lie.
Arch., Cngr., Designer:
Rem
Address:
City, ST, Zip:
Telephone:
one:
n
Costrue i
Construction
t n Type: c
Occupancy:
P u P Y
State to Lic. #
Project �Pa (circle e one)• New Add'nAlter Repair Dem o
Name df Contact Person:
Sq. Ft.:
# Stories: --
Telephone # of Contact Person:
Estimated Value of Prcje
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Rcq'd
Rcc'd
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 Cales.
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:-
Re.view, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.LP.1'.
Pub. Wks!A r
I P
Date of permit issue
School Fees,
Total Pcrmit Fees
MA
51985 Avenida Diaz
La Quinta, CA 92253
Fence Replacement mesal
?A I V23
Iju UUfL Fence=
` 18.5'
r cu `" I
r �
� tJ
i
7
Proposed Retaining Block Wall Fence (see
— Proposed Block Wall Fence (see pg 3)
(!�- t -TL/
py2-®Y ®U9j�VTA�
rDiNG & SAFETY DEPT.
APPROVED
FOR CNSTRUCT{ON
I
BLOCK CO., INC.
Since Hoc • . e
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA: ,
1. DESIGN CRITERIA PER 2013 COC '
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION - 0,25. COHESION = Opsf
5. CANTILEVER ACTIVE - 30pcf
i 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:
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.
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 = 2500psl m 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_8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
r
'loops[. „20e)0 pi i
?. ..RST 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'-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.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
6' to 8' High Site Wall
Spread Footing o Property Line
C 0 loomph (ult.)
Risk :Category I
6' Wide CMU
OPTIONAL WALL CAP --1
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ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina . CA • 91723-2115
(626) 938-1595' • Facsimile (626) 938-0485
' ^ enB/nee.ln0 a cel/enCe since 1957' '
DATE SIGNED 6-25-14
S-1.1LQ
#6255
MASONR.Y.F£NCE:::WALI SCHEDULE
'X BARS REIW.WALL SIMM 'Y' BARS
H' MAX. 16' LONG CMU 18" LONG CMU iYPE`PER 5-2 0 16' LONG.CMU 18' LONG CMU.
._ 'L' STEM
B' MIN.
6'-0�
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ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina . CA • 91723-2115
(626) 938-1595' • Facsimile (626) 938-0485
' ^ enB/nee.ln0 a cel/enCe since 1957' '
DATE SIGNED 6-25-14
S-1.1LQ
#6255
8' High Max. Site Wail
C ® 100mph
gLOCKCQ,INC. Risk Category I
f` ince 111148
ANGELUS BLOCK MASONRY SFENCE WALL SYSTEM 6' Wide CMU
END OF WALL
x
x O 5 x HF 5 ----
TAE.
r I x t/'` r n'
V1
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X
RETURN TYP.•
5xHF 5xHF A s. HF
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES
TOTAL WALL LENGTH
_ . 5 x HF MIN. 5 x Hl- MIN.
z
w
x
C1
w
TYPICAL REINFORCED WALL STEM TYPES ELEVATION
WALL TYPES n & nR
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badlllo Street • Covina• CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
' - "eny/neennD exttllert<e since 195]'
(VT4-6dU'NED. 5-21-14
S-2.OLQ
#6255
rOOTINO.OPTION "A"
6' MAX
i
FINISH GRADE
— RETAINED
EARTH
2' MAX
3" MAX.
116"
�OOTING OPTION "B"
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
#4 VERTICAL REBAR AT 24"
MAX. SPACING
(REBAR IN CENTER OF CELL)
#4 HORIZONTAL REBAR CONJINUOUS
— • AT 32" MAX. ABOVE TOP OF RETAINING WALL
.(USE BOND BEAM BLOCK)
NON -RETAINING PORTION OF WALL
- _ -- 8" BLOCK
(.GROUT ONLY•CELLS WIT.H,REBAR)
12"
Z
(2) - #4 HORIZONTAL REBARS
AT TOP OF RETAINING WALL
(USE BOND BEAM BLOCK)
RETAINING PORTION OF WALL
8" BLOCK
($pL.ID_GROUT,ALLOELLS) .
OMIT HEAD JOINTS
FOR DRAINAGE
(FIRST COURSE ONLY)
(3) -.#4 HORIZONTAL REBARS
#4 REBAR
— AT 24" SPACING
(WITH 6" MIN. HOOKS AT ENDS FOR OPTION'B7
THE FOLLOWING INSPECTIONS ARE REQUIRED:
1).FQ0TjN -, EXCAVATION TRENCH CLEANWITH STEEL IN PLACE AND SUPPORTED
3" ABOVE AND AWAY FROM THE SURROUNDING EARTH /DIRT.
2) REBAR/PRE-GR_O.-UTSONO BEAM REBAR AND VERTICAL REBAR IN PL ACE -
INSPECTION PRIOR TO PLACING GROUT'.
3) FR4Al-: AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT.
NOTES:
1) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS
BEFORE BEGINNING CONSTRUCTION.
2) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED.
3) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM.
4) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
5)'ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. o-WESTEF
6) NOT DESIGNED FOR SURCHARGE LOADS FROM w
VEHICLES OR STRUCTURES.
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
2' MAX
2,.
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT -AS SHOWN BELOW.
9F
BOTTOM
OF 5' MIN.
FOOTING
-SEE PAGE 2 FOR ADDITIONAL INFORMATION'
PROGRAM
BLOCK WALL
ATOP Z RETAINING'WALL
78-495 CALLE TAMPICO
PHONI% (760) 777-7125 IA QUINTA, CALIFORNIA 92253
FAX (760) 777-7011 IQ/9/201a COMMUNTIYDEVELOPMENT DEPT. PAGE OF