BWFE2018-001078-495 CALLS TAMPICO
LA QUINTA, CALIFORNIA 92253
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 1/12/2018
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Owner:
Application Number: BWFE2018-0010 JOE STEMMER
Property Address: 52595 AVENIDA ALVARADO 42215 WASHINGTON NO 355
APN: 773283016 PALM DESERT, CA 0
Application Description: STEMMER / BLOCK WALL
Property Zoning:
Application Valuation:
Applicant:
JOE W STEMMER JR
42215 WASHINGTON•ST#355
PALM DESERT, CA 92211
r12 2018
CITY OF LA QUINTA
COMMUNITY DEVELOPMENT DEPARTMENT
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 Busin s nd Professions Code, and
my License is in full force and effect.
License Class: B License No.: 605/85577
Date: LI ' Cctbr: y
OWNER-JUILFER DECLARATION
I hereby affirm under penalty of perju at 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.).
(_) 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
orthe performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
Contractor:
JOE W STEMMER JR
42215 WASHINGTON SR -#355
PALM DESERT, CA 92211
(760)880-3525
Llc. No.: 605857
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 ork for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Sect, n 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: 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 the workers'
compensation laws of California, and agree that, if I should come subject to the
workers' compensation provisions of Sectin 37T of thg r Code, I shall forthwith
comply with those provisions.
0 L"" ka
WARNING: FAILURE TO SECURE WO JKK RS' 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 informati is correct.
I agree to comply with all city and county ordinances and state laws relatil o building
construction, and hereby authorize representatives of this cit toe to u • e above-
mentioned
]property. for inspection purposes.
ata: I SLg —t re (Applicant or Agent.
r Date: 1/12/2018
Application Number: BWFE2018-0010 Owner:
Property Address: 52595 AVENIDA ALVARADO JOE STEMMER
APN: 773283016 42215 WASHINGTON NO 355
Application Description: STEMMER / BLOCK WALL PALM DESERT, CA 0 .
Property Zoning:
Application Valuation:
Applicant: Contractor: .
JOE W STEMMER JR JOE W STEMMER JR
42215 WASHINGTON ST #355 42215 WASHINGTON ST #355
PALM DESERT, CA 92211 PALM DESERT, CA 92211
(760)880-3525
LIc. No:: 605857
Detail: 60LF OF 2' RETAINING WITH 6' FOOT COMBO WALL ON NOTRH SIDE OF PROPERTY OWNERS SIDE OF YARD[ ANGELUS 16LQ].57LF OF 6' GARDEN
WALL ON FRONT OF PROPERTY[CITY SPECS] 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. 2016 CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
DESCRIPTION . ACCOUNT
QTY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0.
$31.20
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$15.60
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$52.01
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$65.02
Total Paid for BLOCK WALL: $163.83
DESCRIPTION
• ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE
.101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE:. $10.00
DESCRIPTION
ACCOUNT •.
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000=43611
0
$5.00
0
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
,w M ra.
............ _•_
PERMIT #
Address:
PLAN LOCATION:
City, St; Zip
Project Address:�Uv
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN #: ��
I.1�1
��
(� � 0'qAP4%?\J UA
State Lic:City Bus Lic: J
7
State Lic:.. City Bus Lic:
Applicant Name:
Address:.�Z�� W�► tV
City, ST, Zip: �r� �{� �� C�
Telephone:�� 3
Email:J-4- tj� �
Valuation of Project$
SV�y
Contractor Name:
New SFD Construction:
Address:
Conditioned Space SF
City, St; Zip
Garage SF
Telephone:
Patio/Porch SF
Email:
Fire Sprinklers SF
State Lic:City Bus Lic: J
7
Arch/Eng Name: ti
Construction Type: Occupancy:
Address:
Grading:
City, St, Zip
Construction Type: Occupancy:
Telephone:
Bedrooms:
Stories:
# Units:
Email:
State Lic:.. City Bus Lic:
Property Owner's Name: r
New Commercial / Tenant Improvements:
Address:.
Total Building SF
City, ST, Zip
Construction Type: Occupancy:
Telephone:
Email:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
OFFICE USE ONLY
#
Submittal '
Req'd
Rec d
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
Soils Report
,
Grading Plan (PM 10)
Landscape Plan
Subcontractor List
Grant Deed .
i
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fite approval
City Business License
GHL INC.
=,RCHNE! IUkE NGINEERINCi
228 East Sadiilo Street I Covina. CA 91723
T: 626.938.1595
F: 626.938.0485
werw.ghlve.com
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 & SAFETY DEPT.
APPROVE®
FOR CONSTRUCTION .
DATES 1 � 1 BY
'B' MIN.
PER SCHEDULE
`ESS/0
Yv
G�
* EXP. 9-30-18
V \\-
DATE\-
DATE SIGNED 4-12-17
S-10 6LQ
#16-077
MASONRY FENCE RETAINING WALL SCHEDULE
.H,
'X' BARS 'Y BARSB'
16' LONG CMU 16" LONC CMU
MIN.
6' High Wall
2' to 4' Retaining
4032"o.c.
Heel -in Footing
2'-9"
- B*0Cu;m"-'INC-
C o 110mph.�ult.�
-
2'-8"
ANGEWS BLOCK MASONRY FENCE WALL SYSTEM
Risk
Category I
N/A
DESIGN CRITERIA:
678"
Wide CMU
1. DESIGN CRITERIA PER 2016 CBC _
3'-4"
4432"o.c.
4®48"o.c.
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
OPTIONAL WALL CAP
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4'-0"
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
#4@48"o.c.
3'-11"
0'-2"
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
S. LADDER TYPE
PROJECT SPECIFIC SITE.
5 STD FOR SLUMPSTONE)
(#TD
JOINT REINF. AT TOP COURSE,
AT FIRST COURSE, AND 24"o.c.
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
AT FENCE
H' + 12"
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER.. CENTER VERTICAL BARS IN CELLS.-
6" WIDE (NOM.) CMU
DISTANCE TO EDGE OF
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD–DRAWN STEEL
w/ 'Y BARS PER
SCHEDULE ® CTR.
NEAREST ADJACENT
FOUNDATION
WARE.CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
OF WALL. GROUT
CELLS w/ REINF.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28' DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
a
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
#4 HORIZ. 024"o.c.
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
® RETAINING
WITHOUT MORTARLESS HEAD JOINTS (TONGUE–AND–GROOVE), OR
OPTIONAL CHAMFER
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
4"0 SDR 3S PERF. PIPE W/
BACKFILL -
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
1c.f. 3/4" GRAVEL WRAPPED' IN
WELL GRADED. CLEAN
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND
MIRAFI 140N FILTER FABRIC–
SANDS OR GRAVEL OR
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
SLOPE TO DRAIN. WATERPROOF
COMBINATION
MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPERTY
BACKSIDE OF RETAINING WALL
USC= GW,GP OR SW,SP
REQUIREMENTS OF ASTM C270.
S. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
8" WIDE (NOM.) CMU
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
FULLY GROUTED
)OOpsi.
.
^i
2j" OUTSIDE FACE
W
7. FIRST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETE.X'
BARS PER
OF BLOCK TO
o
IS PLASTIC.
SCHEDULE, LAP
-t OF VERT
W
3. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
24" MIN.
_
=
'N
VERTICAL CONTINUITY OF THE CELLS.
F.G.
�. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
W
o
40'-0'o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
WET–SET FIRST Z
MORTAR WASHED
COURSE
). GROUT ALL CELLS WITH REINFORCEMENT.
g4 CONT.
N
1. tNSPECTIONS: A: AFTER FOOTING IS READY FOR CONCRETE AND ALL
4 CONT. 012"o.c.
U
— �--�
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
}
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
"1
?. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK–OUT DETAILS
CONT. CONC. FTG.
r3I R . 9SEE
DETAIL SHEET S-5.1.
S. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
CONC. KEY
I
12" 12"
GHL INC.
=,RCHNE! IUkE NGINEERINCi
228 East Sadiilo Street I Covina. CA 91723
T: 626.938.1595
F: 626.938.0485
werw.ghlve.com
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 & SAFETY DEPT.
APPROVE®
FOR CONSTRUCTION .
DATES 1 � 1 BY
'B' MIN.
PER SCHEDULE
`ESS/0
Yv
G�
* EXP. 9-30-18
V \\-
DATE\-
DATE SIGNED 4-12-17
S-10 6LQ
#16-077
MASONRY FENCE RETAINING WALL SCHEDULE
.H,
'X' BARS 'Y BARSB'
16' LONG CMU 16" LONC CMU
MIN.
C' MIN.
2'-0"
4032"o.c.
4®48"o.c.
2'-9"
NIA
2'-8"
4032"o.c.
4048"o.c.
3'-0"
N/A
3'-4"
4432"o.c.
4®48"o.c.
3'-5"
N/A
4'-0"
4032"o.c. I
#4@48"o.c.
3'-11"
0'-2"
GHL INC.
=,RCHNE! IUkE NGINEERINCi
228 East Sadiilo Street I Covina. CA 91723
T: 626.938.1595
F: 626.938.0485
werw.ghlve.com
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 & SAFETY DEPT.
APPROVE®
FOR CONSTRUCTION .
DATES 1 � 1 BY
'B' MIN.
PER SCHEDULE
`ESS/0
Yv
G�
* EXP. 9-30-18
V \\-
DATE\-
DATE SIGNED 4-12-17
S-10 6LQ
#16-077
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