14-0593 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 14-00000593
Property Address: 53150 DEL GATO DR
APN: 770-350-001- -
Application description: WALL/FENCE
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 8000
T4ht
4Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
JOHN ABEL
Contractor:
Applicant: Architect or Engineer: RAS MASONRY INC
16780 CRESCENT GLEN COURT
RIVERSIDE, 92503
(760)774-0090
Lic. No.: 678140
1
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 Professionals Code, and my License is in full force and effect.
Licensess: C29 License No.: 678140
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).:
(_ 1 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.).
(_ 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
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 5/07/14
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 INS CO OF WEST Policy Number WSD502042502
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.
Date: Appli ant
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 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
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 my to enter upon th bove-mentioned property for inspection purposes.
atD e: Signature ((Applicant or Agent):
Application.Number . . . . . 14-00000593
Permit . . . WALL/FENCE PERMIT 2013
Additional desc .
Permit Fee 108.68 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 8000
Expiration Date . . 11/03/14
Qty Unit Charge Per Extension
1.00 47.1900.LS MISC WALL, FIRST 100 LF 47.19
1.00 47.1900 LS MI RET WALL <=121, 1ST 100' 47.19
1.00 14.3000 EA MI RET WALL <=121, ADDL 50' 14.30
-
---------------------------------------------------------------------------
Special Notes and Comments
130LF OF 5FT HIGHT RETAINING AND 70LF
OF 6FT HIGH GARDEN WALL, PER ATTACHED
APPROVED PLANS AND ANGELUS/ORCO
SPECIFICATIONS, PRECISION CONCRETE BLOCK
SHALL BE COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE FROM
OUTSIDE THE PROPERTY. 2013 CALIFORNIA
BUILDING CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 1..00
PLAN CHECK, WALLS 120.12
Fee summary Charged
Permit Fee Total 108.68
Plan Check Total .00
Other Fee Total 121.12
Grand Total 229.80
LQPERMIT
Paid Credited Due
.00 .00 108.68
.00 .00 .00
.00 .00 121.12
.00 .00 229.80
Bin#
City of La Quinta
Building 8i: 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: I
Owner's Name: G
A. P. Number: 0,,
Address:
Legal Description:
City, ST, Zip:
Contractor: S
Telephone:
Address:
Project Description:
City, ST, Zip:),70
LC .910 A -A,11 V1 17
Telephone
P r
0 o9a
"•'
f .Y
� 1
State Lic. # :
City Lie. #..
Arch., Engr., Designer:
1 1.
Address:
Als vvy
City, ST, Zip:
h
Telephone:
..:......... ............................
Construction type: Occupancy:
cY•
State Lic. #:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person:
Sq. Ft.:
# Stori s: # Units:
Telephone # of Contact Person:
Estimated Value of Project: KVO
APPLICANT: DO NOT WRITE BELOW THIS LINE
tl
Submittal
Req'd
Rec'd
TRACMG
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cala.
Called Contact Person
Plan Check Balance
Title 24 Cala.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
god Review, ready for correctionstissue
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
d4yll
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2010 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25,' COHESION = Opsf
5. CANTILEVER ACTIVE = 45pcf NO SURCHARGE
6. MASONRY COMPRESSIVE STRENGTH, fm = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.1 EXCEPTION 3, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:-
1.
OTES: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. NOT USED.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 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, 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
2000psi.
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'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
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. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS
SEE DETAIL SHEET S-5.1.
H' I16' LONG CMU -- �Z'Y BARS I 'B' MIN. I 'C' MIN. I V I
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El
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badlllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
eng/nee�ing exCe11en since 1957"
2' to 6' High Retaining Wall
Sloped Backfill
8w Wide CMU
#4 HORIZ. ®24"o.c.
8' WIDE (NOM.)
FULLY GROUTED
'X' BARS PER
SCHEDULE -
4'0 SDR 35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 140N FILTER FABRIC- -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
F.G.
WET-SETFIRST ?til
COURSE
#4 CONT.
#4 CONT.
012'o.c.
CONT. CONC. FT .�-
'Y BARS PER 3' CU
SCHEDULE TYP•
CONC. KEY
D'
'B' MIN.
PER SCHEDULE
SM1W 15W dAMPUDf(1 ® O�B
cZq.'S1XtAFETY
APPROVEI
FOR CON TRUCTI
N/
DATE _
12"
1
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
BACKFILL -
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
2
2j -OUTSIDE FACE
OF BLOCK TO
ti OF VERT
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rr
C3
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w
i =
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b
NED 5-20-13
S-1.8
#6255
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ORCO STANDARD 6' TO 8' CMU SITE WALLS
'W CONT. FOOTING
5, CONCRETE BLOCK SHALL BE LAYED INA -RUNNING BOND
PATTERN WITH VERTICAL CON77NLUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE TYPES MORTAR PROPORTIONED USINGAS774 C270 PART
CEMENT TO 1/2 PART LIME TO 4-W PARTS DAMP, LOOSESAND.
8. GROUT FOR CONCRETE BLOCK PER A5TM C 476 TO BE 1 PART
CEMENT TO 3 PAR 75 SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PFA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL. SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTTUENTS.
9. BLOCX STEM MAY BE WET -SET 1-1/2' INTO THE FOOTING WHILE
THE CONCRETE IS PLAS77C BLOCK STEN MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING,.
10. F0077NG MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 90%.
#4 HORZ CONT. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE
READY FOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE
SECOND 96PEMON TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING 40'O/C 20' O/C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
25/8'MIN. CLEAR CELL
OPEN REQUIRED TO USE
6616 SLUMPED CMU.
[C::D
0
ORCO WIDE CELL SLUMP
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OPTIONAL FLAT CAP DESIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
2. ALLOWABLE LATERAL P455IVE PRESSURE = 150 PCF
3. GROUT STRENGTH =1000 PSI @ 28 DAYS
4. REINFORCING STEEL : GRADE 60.
5.1500 PSI MASONR Y COMPRESSION STRENGTH - NO SPCL.
INSPECTION
6816, 6616, OR 6618 CMU
GROUTED ONLY @ VERT NOTES:
STEEL
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. WFDG EOCX
BLOCK, SLUMP BLOCKANDSPLITFACEBLOCKAREACCEPTABLE
Y' DROP-IN BAR L CONCRETE FOR F0077NGSHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEL W17HA MAXIMUM OF 1-1/1
GALLONS OF WATER PER S4CC PORTLAND CEMBVT SHALL CONFORM
TO ASTM C 150 TYPE HIV Fc = 2500 PSI
06 STD JOINT
REINFORCEMENT @ 24"01C 3. REINFORCING STEEL STALL BE DarRMED AND CONFORM TO
(3 PLACES - 4 PLACES FOR 7 A5774A 615 GRADE 60, PROVIDE 411 114R DIAMETER LAP.
& B' WALLS). USE #5 STD.
FOR SLUMP BLOCK 4, RES4R SHALL BE CFN7SZED IN THE CONCRETE BLOCK CELL IN
WHICH 1T LS LOC47ED.
'W CONT. FOOTING
5, CONCRETE BLOCK SHALL BE LAYED INA -RUNNING BOND
PATTERN WITH VERTICAL CON77NLUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE TYPES MORTAR PROPORTIONED USINGAS774 C270 PART
CEMENT TO 1/2 PART LIME TO 4-W PARTS DAMP, LOOSESAND.
8. GROUT FOR CONCRETE BLOCK PER A5TM C 476 TO BE 1 PART
CEMENT TO 3 PAR 75 SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PFA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL. SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTTUENTS.
9. BLOCX STEM MAY BE WET -SET 1-1/2' INTO THE FOOTING WHILE
THE CONCRETE IS PLAS77C BLOCK STEN MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING,.
10. F0077NG MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 90%.
#4 HORZ CONT. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE
READY FOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE
SECOND 96PEMON TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING 40'O/C 20' O/C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
SEE CHART FOR REQUIRED REBAR
AND FOOTING DIMENSIONS.
25/8'MIN. CLEAR CELL
OPEN REQUIRED TO USE
6616 SLUMPED CMU.
[C::D
0
ORCO WIDE CELL SLUMP
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CHART FOR 6' TO 8' SITE WALL W/ SPREAD FOOTING
WIND
MAX.
'Wl
DESIGN
WALL
SPREAD
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
T/NG
WIDTH
/DTH
#4 @ 48" 0/C 33"
#4 @ 48" O/C
U U
6'-0"
11-91,
48. 0/C FOR 6'
48' O/C FOR 6-
w
SLUMP BLOCK. 8„ _ $„
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SLUMP BLOCK.
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#4 @ 48" 0/C 33"
#4 @ 48" 0/C
Q Q
6'-8"
1'-I I"
40' 0/C FOR 6'
40' O/C FOR 6•
Z w
SLUMP BLOCK. I O" — IO"
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SLUMP BLOCK.
w
IL
_
#4 @ 40" 0/C 33"
#4 @ " 0/C
%'-4"
—
32' 0/C FOR 6'
32' 0/C FOR 6'
N
SLUMP BLOCK. I O" -- lo..
BLOCK.
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°o
#4 @ 32" 0/C — 33"
#4 @ 32" 0/C
8'-0"
2'-4"
24' 0/C FOR 6' ' L
24' O/C FOR 6'
SLUMP BLOCK. 12" -- 12"
SLUMP BLOCK.
NOTE: FOR 18" LONG BLOCK USE 9"INCREMENT REBAR SPAQNG THAT
IS CLOSER TOGETHER THAN THE 16" LONG BLOrX SPAQNG. FOR EXAMPLE-
46- O/C SPAQNG FOR 16" LONG BLOCKREVERTS TO 45" O/C FOR
18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK - ET
84 DOWEL LID E40f SIDE OF
BLOCK-OUT W/ X4 DROP RV W
8718BL0C*OUT
r CUNT. FOMNG
IDR SJDtYARD RFTL/RIY WALLA S WHERE
lMAILIIA[al°
A==LA 1/2 BLOCK
MAYLEFT OUT @ SWALEG7?ADE PROVIDE
04 DOWEL AND 04 DROP-IN W ON FACH
SIDE OF THE 112 BLOCK OWN - AS
SHOWN.
CITY OF L4 QUINTA
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