BWFE2019-014278-495 CALLE TAMPICO
(.A QUINTA, CALIFORNIA 92253
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
Applicant:
JOE W STEMMER JR
42215 WASHINGTON ST#355
PALM DESERT, CA 92211
T-iht 4 a(fo Qumro
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
WALL/FENCE/CITY STANDARD/PRE-APPROVED
B W FE2019-0142
54765 AVENIDA JUAREZ
774265031
SIMMONS / 150LF GARDEN AND 150LF COMBO WALLS AT PL
$12,500.00
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
ROBBI SIMONS
54765 AVENIDAJUAREZ
LA QUINTA, CA 92253
D
Z% 0 Contractor:
JOE W STEMMER JR
42215 WASH INGTON ST#355
JUL 17 20190 PALM DESERT, CA 92211
CITY OF LA QUINTA (760)880-3525
DESIGN & DEVELOPMENT DEPARTMENT Llc. No.: 605857
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 0 a Bu iness an Pr sions Code, and
my License is in full force and effect.
License Class: B License No.: 605857
Date: Contractor:
OWNER-BUIL 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, 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
Lender's Address:
Date: 7/17/2019
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:
Car ri EXEMPT 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 theworkers'
compensation laws of California, and agree tha , if I should become subject to the
workers' compensation provisions of Section 3 00 o the %OL
rthwith
comply wit those7prvisions.
Date: Applicants
WARNING: FAILURE TO SECURE WOR ER5' OMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER MINAL 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 behalfthis 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 informatontif correct.
I agree to comply with all city and county ordinances and stV la+ relating o building
construction, and herebyauthorize representatives ofthis� to rater u e above-
mentiornel property For inspection purposes. s
Signature (Applicant or
Date: 7/17/2019
Application Number: BWFE2019-0142
Property Address: 54765 AVENIDA JUAREZ
APN: 774265031
Application Description: SIMMONS / 150LF GARDEN AND 150LF COMBO WALLS AT PL
Property Zoning:
Application Valuation: $12,500.00
Applicant:
JOE W STEMMER JR
42215 WASH INGTON ST #355
PALM DESERT, CA 92211
Owner:
ROBBI SIMONS
54765 AVENIDAJUAREZ
LA QUINTA, CA 92253
Contractor:
JOE W STEMMER JR
42215 WASHINGTON ST #355
PALM DESERT, CA 92211
(760)880-3525
LIc. No.: 605857
Detail: 150LF OF 6' GARDEN WALL [CITY STANDARD SPECIFICATIONS], AND 150LF OF COMBO WALL [ANGELUS SPECIFICATIONS 5-1.6LQ]. 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. PER 2016 CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
CITY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$48.03
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$16.01
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$53.37
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$66.71
Total Paid for BLOCK WALL: $184.12
DESCRIPTION
ACCOUNT
CITY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
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
Qa�fra
ta
-- CALIFOR\13 —
PERMIT # ILI?
PLAN LOCATION:
Project Address: `� 5
Project Description: ) I
�C� �.►.� ��t�1+�lIN�
APN#:�r0-(p�--F�3
A
Applicant Name:
�.
Address:
City, ST, Zip:y
Telephone: 6,� S
Email: J r n ��` UV\1
Valuation of Project $ Z.S 0, 00
Contractor Name:,
New SFD Construction:
A
Address:
Conditioned Space
SF
City, St, Zip
Garage
SF
Telephone:
Patio/Porch
SF
Email:
Fire Sprinklers
SF
State Lic: ��, �, City Bus Lic:I(ISSS
Architect/Engineer Name:
Construction , Occupancy:
Address:
Grading:
City, St, Zip
Telephone:
Bedrooms:
Stories:
# Units:
Email:
State Lic: City Bus Lic:
Property Owner's Name: pf> >
New Commercial / Tenant Improvements: A?
Address:
Total Building SF
City, ST, Zip ;j�;
Construction Type: Occupancy:
Telephone: U
Email:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
OFFICE USE ONLY
#
Submittal
Required
Received
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
i
FOOTING OPTION "A"
,4
i
HEIGHT FROM TOP
OF FOOTING
12" 101.
REVERSE ---•--
DIRECT'ION OF
HOOK ON EVERY
OTHER REOAR
`(FOOTING WIDTIf)
SEE TABLE_ "A"
FOOTING OPTION "B"
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
6" OR 8" BLOCK
#4 HORIZONTAL AT 32" MAX. O.C.
(USE BOND BEAM BLOCK)
SEE TABLE "A"
FOR REBAR SIZE
AND SPACING
11 CGAI E: RF..0AR IN CC; Nl r.N DI' CFI.I
'TABLE "A"
„H..
_37
,•w•,
VERTICAL
REINFORCEMENT
17"
#4 @ 48" O.C.
4'
20''
#4 @ 48" O.C.
#4 @ 48" O.C',
#4 @ 24" O.C.
NOTES:
SEE TABLE "B"
FOR REBAR SIZE —
AND SPACING
(IA n'IF R£:BAR IN r;£::Nrt.It OF
FINISH GRADE
(1) • #4 REBAR
(2) - ###4 REBAR
CONTINUOUS
ALL. FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST S' TO
DAYLIGHT AS SHOWN BELOW.
a.
UOT T OM
:i MIN.
f OOTING
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOT RETAINING WALL,
2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING
REGULATIONSBEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED.
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL
IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED.
5) ALL REBAR TO BE ASTM SPEC, A6 1 5, GRADE 40 MIIdIMUM.
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
'SEE PAGE 2 FOR ADDITIONAL INFORMATION`
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT THE USERS RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
llf�llll
1(F'OQTING WIDTH)I
SEE TABLE "B"
k
„H"
HEIGHT FROM TOP
OF FOOTING
I
' H"
.,W,.
VERTICAL
REINFORCEMENT
3'
1 9"
#4 @ 48" O.C.
41
22"
##4 @ 48" O.C.
-'
29" 1
#4 @ 48" O.C.
6'
34"
#Q• @ 24" O.C.
CHECK WITH THE BUILDING DEPARTMENTTO
VERIFY IF A BUILQ3NG PERMIT IS REQUIRED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) FOOTING: EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/ DIRT.
2) REBAR/PRE-GROUT: BOND BEAM REBAR AND
VERTICAL REBAR IN PLACE- INSPECTION PRIOR TO
PLACING GROUT,
3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM; ,
� a
" FREESTANDING BLOCK WALL
10. '
PHONE (760) 777-71?,:I 78-195 CALLI?, TAMPIC'.O
I A QUtNTA, 0MJI"(ORNIA 922 3
FAX (760) 777-7011 IV/`l/2V11 COMM UNITY DEVELO I'M I"ar Ulirn 1°AGE, 1 Ov2
4BLOCK COQ, INC.
Since 1946
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 = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, f m = 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.
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 = 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, 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 0476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
7. 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. 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
MASONRY
FENCE
RETAINING
WALL SCHEDULE
'H,
X BARS
''Y' BARS
'B' MIN.
'C' MIN.
16' LONG CMU
16" LONG CMU
270
4®32 o.c.
4®48 0.c.
2'--9'
N A
2'-8"
4®32"o.c.
4048"o.c.
3'-0"
_NIA
S-4"1
#4032"o.c. 1
#404
N/A
4'-0"
4®32"o.c. J
#4048"o.c. 1
3'-114' j
GHL INC
ARCHITECTURE - ENGINEERING
228 East eadillo Street I Covina, CA 91723
T: 626.93&1595
F' 626.9380485
6' High Wall 2' to 4' Retaining
Heel -in Footing
C o 110mph iulta
Risk Category I
678" Wide CMU
OPTIONAL WALL CAP �ti
rSTJ). LADDER TYPE
STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE; -
AT FIRST COURSE, AND 24"o.c.
AT FENCE
6" WIDE (NOM.) CMU
w/ 'Y' BARS PER
SCHEDULE 0 CTR. —
OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. 024"o.c.
® RETAINING
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
8" WIDE (NOM.) CMU
FULLY GROUTED
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
O X
I a
m �
OPTIONAL CHAMFER
BACKFILL-
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
OUTSIDE FACE Ld
'X' BARS PER OF BLOCK TO o
SCHEDULE. LAP 4. OF VERT w
24" MIN. _
F.G. w
o_
WET —SET FIRST z
COURSE
#4 CONT.
N
#4 CONT. ® 12"O.c. —
i�
CONT. CONC. FTG. 3" G
CONC. KEY J 12" 12"
B' MIN.
PER SCHEDULE
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. 09/21/2018
DATE SIGNED 9-10-18
S-1.6LQ
#16-077
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GENERAL SPECIFICATIONS
GENERAL NOTES
GENERAL SYMBOLS
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EXISTING RESIDENCE
54785 Avenida Juarez
APN.:774 - 265 - 032
+18'
THE DEVELOPERICONTRACTORIOWNER
IS RESPONSABILE FOR THE VERIFICATION
OF EXISTING CURB (OR EDGE OF STREET
PAVN1(G IF NO CURB EXISTS] LOCATION FROM
PROPERTY LINES} WITH THE PUBLIC t�--
GENERAL CONTRACTOR SHALL VISIT
THE JOB M AND VERIFY AU
VaSTING CONDITIONS
NOTE
Provide a floor or landing each side of
every exterior door. L inding shall have a
width not less than th i width of the door.
(R311.3 CRC)
a. The landing at requ4ired out-s ging
door shall not be More than 1 iV lower
than the top of the threshold.
b. The larding at in -swinging doors and
doors other than tite required egress
shall not be more n 7'% below the
top at the threshc4-
c. Maximum slope of y landing shall
not exceed % inch Per foot. (R311.3
CRC)
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I^NOTE: ^� ^L~^� iSITE PLAN* NOTE.
C DRIVEWAY APPROACHREI'lUIRES 3
SEPARATE PERMIT AND-"
SPECTION ! f%I'
LaE
CtYOFG19WWA P WORKS OPUBLIC WORKS DEPAR EN..-...�....a....-w�......-.w..-�.�^� I FILE: Q
S L\� 2018 P f HG f JLARE ft,
s DRAWN: S.L.O.
DATE: 02IM19 W SCALE: ASNOTED
PROVIDE SHEET.
CORNING p.
DRAINAGE Site Plan $tale 3/18" =,1=0"
SP
sr *BUILDING DEPT. SUBMITAL *